| 61 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.65 |
Pekerjaan Balok Beton Bertulang (150 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.333 |
OH |
236.200,00 |
78.654,60 |
| 123.1.1.1.1.6 |
Mandor |
0.318 |
OH |
206.800,00 |
65.762,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
6.35 |
OH |
150.800,00 |
957.579,99 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.65 |
OH |
177.500,00 |
292.875,00 |
|
|
|
|
Jumlah |
1.692.184,48 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
157.5 |
Kg |
16.900,00 |
2.661.750,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
16 |
batang |
26.700,00 |
427.200,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.46 |
M3 |
6.403.200,00 |
2.945.472,05 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
7.570.284,03 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
9.262.468,50 |
| 2020 | 24.1.4.65 | Pekerjaan Balok Beton Bertulang (150 kg besi + Bekisting) | M3 | 9.262.468,50 | Tidak Dipakai | |
| 62 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.66 |
Pekerjaan Balok Beton Bertulang (125 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.333 |
OH |
236.200,00 |
78.654,60 |
| 123.1.1.1.1.6 |
Mandor |
0.318 |
OH |
206.800,00 |
65.762,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
6.35 |
OH |
150.800,00 |
957.579,99 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.65 |
OH |
177.500,00 |
292.875,00 |
|
|
|
|
Jumlah |
1.692.184,48 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
131.25 |
Kg |
16.900,00 |
2.218.125,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
16 |
batang |
26.700,00 |
427.200,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.46 |
M3 |
6.403.200,00 |
2.945.472,05 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
7.126.659,03 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
8.818.843,50 |
| 2020 | 24.1.4.66 | Pekerjaan Balok Beton Bertulang (125 kg besi + Bekisting) | M3 | 8.818.843,50 | Tidak Dipakai | |
| 63 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.74 |
Pekerjaan Dinding Beton Bertulang (150 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.262 |
OH |
236.200,00 |
61.884,40 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.381.863,91 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
157.5 |
Kg |
16.900,00 |
2.661.750,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.4 |
M3 |
6.403.200,00 |
2.561.280,04 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
7.266.730,51 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
8.648.594,42 |
| 2020 | 24.1.4.74 | Pekerjaan Dinding Beton Bertulang (150 kg besi + Bekisting) | M3 | 8.648.594,42 | Tidak Dipakai | |
| 64 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.71 |
Pekerjaan Kolom Beton Bertulang (125 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.265 |
OH |
236.200,00 |
62.593,00 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.382.572,51 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
131.25 |
Kg |
16.900,00 |
2.218.125,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.44 |
M3 |
6.403.200,00 |
2.817.407,98 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
7.079.233,46 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
8.461.805,96 |
| 2020 | 24.1.4.71 | Pekerjaan Kolom Beton Bertulang (125 kg besi + Bekisting) | M3 | 8.461.805,96 | Tidak Dipakai | |
| 65 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.67 |
Pekerjaan Balok Beton Bertulang (100 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.333 |
OH |
236.200,00 |
78.654,60 |
| 123.1.1.1.1.6 |
Mandor |
0.318 |
OH |
206.800,00 |
65.762,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
6.35 |
OH |
150.800,00 |
957.579,99 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.65 |
OH |
177.500,00 |
292.875,00 |
|
|
|
|
Jumlah |
1.692.184,48 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
105 |
Kg |
16.900,00 |
1.774.500,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
16 |
batang |
26.700,00 |
427.200,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.46 |
M3 |
6.403.200,00 |
2.945.472,05 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
6.683.034,03 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
8.375.218,50 |
| 2020 | 24.1.4.67 | Pekerjaan Balok Beton Bertulang (100 kg besi + Bekisting) | M3 | 8.375.218,50 | Tidak Dipakai | |
| 66 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.75 |
Pekerjaan Dinding Beton Bertulang (125 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.262 |
OH |
236.200,00 |
61.884,40 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.381.863,91 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
131.25 |
Kg |
16.900,00 |
2.218.125,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.4 |
M3 |
6.403.200,00 |
2.561.280,04 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
6.823.105,51 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
8.204.969,42 |
| 2020 | 24.1.4.75 | Pekerjaan Dinding Beton Bertulang (125 kg besi + Bekisting) | M3 | 8.204.969,42 | Tidak Dipakai | |
| 67 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.72 |
Pekerjaan Kolom Beton Bertulang (100 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.265 |
OH |
236.200,00 |
62.593,00 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.382.572,51 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
105 |
Kg |
16.900,00 |
1.774.500,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.44 |
M3 |
6.403.200,00 |
2.817.407,98 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
6.635.608,46 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
8.018.180,96 |
| 2020 | 24.1.4.72 | Pekerjaan Kolom Beton Bertulang (100 kg besi + Bekisting) | M3 | 8.018.180,96 | Tidak Dipakai | |
| 68 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.60 |
Pekerjaan Sloof Beton Bertulang (200 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.323 |
OH |
236.200,00 |
76.292,60 |
| 123.1.1.1.1.6 |
Mandor |
0.283 |
OH |
206.800,00 |
58.524,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.65 |
OH |
150.800,00 |
852.020,01 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.56 |
OH |
177.500,00 |
276.899,99 |
|
|
|
|
Jumlah |
1.561.049,50 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
210 |
Kg |
16.900,00 |
3.549.000,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
0.6 |
Kg |
14.700,00 |
8.820,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.27 |
M3 |
6.403.200,00 |
1.728.864,07 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
2 |
Kg |
34.700,00 |
69.400,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
6.383.866,05 |
|
|
|
|
Nilai HSPK |
7.944.915,55 |
| 2020 | 24.1.4.60 | Pekerjaan Sloof Beton Bertulang (200 kg besi + Bekisting) | M3 | 7.944.915,55 | Tidak Dipakai | |
| 69 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.76 |
Pekerjaan Dinding Beton Bekisting (100 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.262 |
OH |
236.200,00 |
61.884,40 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.381.863,91 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
105 |
Kg |
16.900,00 |
1.774.500,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.4 |
M3 |
6.403.200,00 |
2.561.280,04 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
6.379.480,51 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
7.761.344,42 |
| 2020 | 24.1.4.76 | Pekerjaan Dinding Beton Bekisting (100 kg besi + Bekisting) | M3 | 7.761.344,42 | Tidak Dipakai | |
| 70 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.21 |
Instalasi 1 Titik Lampu PJU (Tarikan Udara) 13 m |
|
M |
|
|
|
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 |
0.0407 |
OH |
150.800,00 |
6.137,56 |
| 123.1.1.1.1.23 |
Tukang |
0.0051 |
OH |
177.500,00 |
905,25 |
|
|
|
|
Jumlah |
7.559,81 |
|
Bahan/Material: |
|
|
|
|
| 117.1.3.8.1.96 |
Kabel NYM 2 x 2,5 mm |
13 |
meter |
585.700,00 |
7.614.100,00 |
|
|
|
|
Jumlah |
7.614.100,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
7.621.659,81 |
| 2020 | 24.2.2.21 | Instalasi 1 Titik Lampu PJU (Tarikan Udara) 13 m | M | 7.621.659,81 | Tidak Dipakai | |
| 71 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.61 |
Pekerjaan Sloof Beton Bertulang (150 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.323 |
OH |
236.200,00 |
76.292,60 |
| 123.1.1.1.1.6 |
Mandor |
0.283 |
OH |
206.800,00 |
58.524,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.65 |
OH |
150.800,00 |
852.020,01 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.56 |
OH |
177.500,00 |
276.899,99 |
|
|
|
|
Jumlah |
1.561.049,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
157.5 |
Kg |
16.900,00 |
2.661.750,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
0.6 |
Kg |
14.700,00 |
8.820,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.27 |
M3 |
6.403.200,00 |
1.728.864,07 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
2 |
Kg |
34.700,00 |
69.400,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
5.496.616,05 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
7.057.665,55 |
| 2020 | 24.1.4.61 | Pekerjaan Sloof Beton Bertulang (150 kg besi + Bekisting) | M3 | 7.057.665,55 | Tidak Dipakai | |
| 72 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.55 |
Pemasangan Tiang Oktagonal 9 m Single Hot Dipped Galvanized dengan Flenders |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
| 123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.322 |
Tiang Oktagonal 9 m Single Hot Dipped Galvanized dengan Flenders |
1 |
batang |
6.699.400,00 |
6.699.400,00 |
|
|
|
|
Jumlah |
6.699.400,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
6.994.859,00 |
| 2020 | 24.2.2.55 | Pemasangan Tiang Oktagonal 9 m Single Hot Dipped Galvanized dengan Flenders | unit | 6.994.859,00 | Tidak Dipakai | |
| 73 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.5.15 |
Tambahan Biaya Pemancangan bila Tiang Pancang dikerjakan di atas laut/sungai |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
1.0204 |
OH |
206.800,00 |
211.018,73 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
6.1224 |
OH |
150.800,00 |
923.257,89 |
| 123.1.1.1.1.23 |
Tukang |
2.0408 |
OH |
177.500,00 |
362.242,02 |
|
|
|
|
Jumlah |
1.496.518,64 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.21 |
Crane 40 Ton |
0.0057 |
jam |
557.700,00 |
3.178,89 |
| 123.2.2.1.2.45 |
Ponton + Tug Boat |
7.1429 |
jam |
751.100,00 |
5.365.032,18 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
5.369.611,07 |
|
|
|
|
Nilai HSPK |
6.866.129,71 |
| 2020 | 24.2.5.15 | Tambahan Biaya Pemancangan bila Tiang Pancang dikerjakan di atas laut/sungai | M1 | 6.866.129,71 | Tidak Dipakai | |
| 74 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.20 |
Instalasi 1 Titik Lampu (Tarikan Udara) 11,5 m |
|
M |
|
|
|
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 |
0.0407 |
OH |
150.800,00 |
6.137,56 |
| 123.1.1.1.1.23 |
Tukang |
0.0051 |
OH |
177.500,00 |
905,25 |
|
|
|
|
Jumlah |
7.559,81 |
|
Bahan/Material: |
|
|
|
|
| 117.1.3.8.1.96 |
Kabel NYM 2 x 2,5 mm |
11.5 |
meter |
585.700,00 |
6.735.550,00 |
|
|
|
|
Jumlah |
6.735.550,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
6.743.109,81 |
| 2020 | 24.2.2.20 | Instalasi 1 Titik Lampu (Tarikan Udara) 11,5 m | M | 6.743.109,81 | Tidak Dipakai | |
| 75 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.28 |
Menanam Bordir Tanaman Tanaman Drasena Kuning |
|
M2 |
|
|
|
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: |
|
|
|
|
| 117.1.1.8.3.154 |
Drasena Kuning |
100 |
Polibeg |
66.700,00 |
6.670.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
6.676.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
6.742.526,00 |
| 2020 | 24.2.6.28 | Menanam Bordir Tanaman Tanaman Drasena Kuning | M2 | 6.742.526,00 | Tidak Dipakai | |
| 76 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.8 |
Gorong-gorong Pipa Baja Bergelombang |
|
ton |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.8035 |
OH |
206.800,00 |
166.163,80 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
9.6424 |
OH |
150.800,00 |
1.454.073,89 |
| 123.1.1.1.1.23 |
Tukang |
0.8035 |
OH |
177.500,00 |
142.621,25 |
|
|
|
|
Jumlah |
1.762.858,94 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.4.14 |
Tanah Merah/ Timbun |
2.5374 |
M3 |
333.500,00 |
846.222,90 |
| 117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
8.0351 |
M3 |
491.200,00 |
3.946.841,11 |
| 117.2.2.3.1.1 |
Pipa Baja Glb |
1.05 |
Kg |
13.400,00 |
14.070,00 |
|
|
|
|
Jumlah |
4.807.134,01 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.48 |
Tamper |
2.378 |
jam |
68.100,00 |
161.941,80 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
163.341,80 |
|
|
|
|
Nilai HSPK |
6.733.334,75 |
| 2020 | 24.2.3.8 | Gorong-gorong Pipa Baja Bergelombang | ton | 6.733.334,75 | Tidak Dipakai | |
| 77 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.62 |
Pekerjaan Sloof Beton Bertulang (125 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.323 |
OH |
236.200,00 |
76.292,60 |
| 123.1.1.1.1.6 |
Mandor |
0.283 |
OH |
206.800,00 |
58.524,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.65 |
OH |
150.800,00 |
852.020,01 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.56 |
OH |
177.500,00 |
276.899,99 |
|
|
|
|
Jumlah |
1.561.049,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
131.25 |
Kg |
16.900,00 |
2.218.125,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
0.6 |
Kg |
14.700,00 |
8.820,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.27 |
M3 |
6.403.200,00 |
1.728.864,07 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
2 |
Kg |
34.700,00 |
69.400,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
5.052.991,05 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
6.614.040,55 |
| 2020 | 24.1.4.62 | Pekerjaan Sloof Beton Bertulang (125 kg besi + Bekisting) | M3 | 6.614.040,55 | Tidak Dipakai | |
| 78 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.57 |
Pekerjaan Pondasi Beton Bertulang (150 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.262 |
OH |
236.200,00 |
61.884,40 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.381.863,91 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
157.5 |
Kg |
16.900,00 |
2.661.750,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
0.4 |
Kg |
14.700,00 |
5.880,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.2 |
M3 |
6.403.200,00 |
1.280.640,02 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
1.5 |
Kg |
34.700,00 |
52.050,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
5.001.940,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
6.383.804,41 |
| 2020 | 24.1.4.57 | Pekerjaan Pondasi Beton Bertulang (150 kg besi + Bekisting) | M3 | 6.383.804,41 | Tidak Dipakai | |
| 79 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.46 |
Pemasangan Kusen Metal Type J 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.102 |
OH |
236.200,00 |
24.092,40 |
| 123.1.1.1.1.6 |
Mandor |
0.017 |
OH |
206.800,00 |
3.515,60 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
4.08 |
OH |
150.800,00 |
615.263,99 |
| 123.1.1.1.1.23 |
Tukang |
2.04 |
OH |
177.500,00 |
362.099,99 |
|
|
|
|
Jumlah |
1.004.971,98 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.384 |
Kusen Metal Type J 1 |
1 |
unit |
5.336.000,00 |
5.336.000,00 |
|
|
|
|
Jumlah |
5.336.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
6.340.971,98 |
| 2020 | 24.1.10.46 | Pemasangan Kusen Metal Type J 1 | unit | 6.340.971,98 | Tidak Dipakai | |
| 80 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.63 |
Pekerjaan Sloof Beton Bertulang (100 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.323 |
OH |
236.200,00 |
76.292,60 |
| 123.1.1.1.1.6 |
Mandor |
0.283 |
OH |
206.800,00 |
58.524,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.65 |
OH |
150.800,00 |
852.020,01 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.56 |
OH |
177.500,00 |
276.899,99 |
|
|
|
|
Jumlah |
1.561.049,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
105 |
Kg |
16.900,00 |
1.774.500,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
0.6 |
Kg |
14.700,00 |
8.820,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.27 |
M3 |
6.403.200,00 |
1.728.864,07 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
2 |
Kg |
34.700,00 |
69.400,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
4.609.366,05 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
6.170.415,55 |
| 2020 | 24.1.4.63 | Pekerjaan Sloof Beton Bertulang (100 kg besi + Bekisting) | M3 | 6.170.415,55 | Tidak Dipakai | |
