PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
SST |
|
2. |
Ketinggian |
: |
sampai
dengan 10 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
84,24 |
172.329 |
14.516.995 |
|
|
2. |
Pemotongan
tiang |
m' |
3,37 |
8.821 |
29.727 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
0,37 |
1.390.701 |
514.559 |
|
|
2. |
Foot
Plat |
m3 |
2,02 |
1.015.169 |
2.050.641 |
|
|
3. |
Tie
Beam |
m3 |
0,46 |
1.015.169 |
466.978 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
1.589,81 |
11.711 |
18.618.265 |
|
|
2. |
Pengecatan |
m2 |
25,41 |
21.430 |
544.536 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
40.003.433 |
|
|
|
Test |
1% |
|
|
400.034 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
4.800.412 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
4.000.343 |
|
|
|
CRN |
|
|
|
Rp.
49.204.223 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
SST |
|
2. |
Ketinggian |
: |
11
sampai dengan 10 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
84,24 |
172.329 |
14.516.995 |
|
|
2. |
Pemotongan
tiang |
m' |
3,37 |
8.821 |
29.727 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
0,37 |
1.390.701 |
514.559 |
|
|
2. |
Foot
Plat |
m3 |
2,02 |
1.015.169 |
2.050.641 |
|
|
3. |
Tie
Beam |
m3 |
0,46 |
1.015.169 |
466.978 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
2.793,12 |
11.711 |
32.710.228 |
|
|
2. |
Pengecatan |
m2 |
45,74 |
21.430 |
980.208 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
54.531.068 |
|
|
|
Test |
1% |
|
|
545.311 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
6.543.728 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
5.453.107 |
|
|
|
CRN |
|
|
|
Rp.
67.073.214 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
SST |
|
2. |
Ketinggian |
: |
21 m
sampai dengan 30 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
140,40 |
172.329 |
24.194.992 |
|
|
2. |
Pemotongan
tiang |
m' |
5,62 |
8.821 |
49.574 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
0,62 |
1.390.701 |
862.235 |
|
|
2. |
Foot
Plat |
m3 |
3,37 |
1.015.169 |
3.421.120 |
|
|
3. |
Tie
Beam |
m3 |
0,77 |
1.015.169 |
781.680 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
4.446,76 |
11.711 |
52.076.006 |
|
|
2. |
Pengecatan |
m2 |
184,53 |
21.430 |
3.954.478 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
88.601.816 |
|
|
|
Test |
1% |
|
|
886.018 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
10.632.218 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
8.860.182 |
|
|
|
CRN |
|
|
|
Rp.
108.980.233 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
SST |
|
2. |
Ketinggian |
: |
31 m
sampai dengan 40 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
226,20 |
172.329 |
38.980.820 |
|
|
2. |
Pemotongan
tiang |
m' |
9,05 |
8.821 |
79.830 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
1,00 |
1.390.701 |
1.383.747 |
|
|
2. |
Foot
Plat |
m3 |
5,43 |
1.015.169 |
5.512.368 |
|
|
3. |
Tie
Beam |
m3 |
1,24 |
1.015.169 |
1.258.810 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
5.566,63 |
11.711 |
65.190.804 |
|
|
2. |
Pengecatan |
m2 |
224,21 |
21.430 |
4.804.713 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
120.472.823 |
|
|
|
Test |
1% |
|
|
1.204.728 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
14.456.739 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
12.047.282 |
|
|
|
CRN |
|
|
|
Rp.
148.181.573 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
SST |
|
2. |
Ketinggian |
: |
51 m
sampai dengan 60 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
312,00 |
172.329 |
53.766.648 |
|
|
2. |
Pemotongan
tiang |
m' |
12,48 |
8.821 |
110.086 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
1,37 |
1.390.701 |
1.905.260 |
|
|
2. |
Foot
Plat |
m3 |
7,49 |
1.015.169 |
7.603.616 |
|
|
3. |
Tie
Beam |
m3 |
1,71 |
1.015.169 |
1.735.939 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
10.995,20 |
11.711 |
128.764.787 |
|
|
2. |
Pengecatan |
m2 |
553,08 |
21.430 |
11.852.504 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
209.000.572 |
|
|
|
Test |
1% |
|
|
2.090.006 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
25.080.069 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
20.900.057 |
|
|
|
CRN |
|
|
|
Rp.
257.070.704 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
SST |
|
2. |
Ketinggian |
: |
71 m
sampai dengan 80 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
400,00 |
172.329 |
68.931.600 |
|
|
2. |
Pemotongan
tiang |
m' |
16,00 |
8.821 |
141.136 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
1,76 |
1.390.701 |
2.447.634 |
|
|
2. |
Foot
Plat |
m3 |
9,60 |
1.015.169 |
9.745.622 |
|
|
3. |
Tie
Beam |
m3 |
2,19 |
1.015.169 |
2.223.220 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
16.583,50 |
11.711 |
194.209.369 |
|
|
2. |
Pengecatan |
m2 |
706,86 |
21.430 |
15.148.010 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
296.108.322 |
|
|
|
Test |
1% |
|
|
2.961.083 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
35.532.999 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
29.610.832 |
|
|
|
CRN |
|
|
|
Rp.
364.213.236 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
SST |
|
2. |
Ketinggian |
: |
81 m
sampai dengan 90 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
400,00 |
172.329 |
68.931.600 |
|
|
2. |
Pemotongan
tiang |
m' |
16,00 |
8.821 |
141.136 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
1,76 |
1.390.701 |
2.447.634 |
|
|
2. |
Foot
Plat |
m3 |
9,60 |
1.015.169 |
9.745.622 |
|
|
3. |
Tie
Beam |
m3 |
2,19 |
1.015.169 |
2.223.220 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
22.129,82 |
11.711 |
259.162.322 |
|
|
2. |
Pengecatan |
m2 |
765,63 |
21.430 |
16.407.451 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
362.320.717 |
|
|
|
Test |
1% |
|
|
3.623.207 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
43.478.486 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
36.232.072 |
|
|
|
CRN |
|
|
|
Rp.
445.654.482 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
Greenfield
(medium) |
|
2. |
Ketinggian |
: |
101
m sampai dengan 110 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
133,40 |
1.454 |
193.964 |
|
|
2. |
Pemasangan
bouplank |
m |
38,20 |
10.552 |
403.086 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
30,85 |
44.667 |
1.377.977 |
|
|
2. |
Urugan |
m3 |
16,00 |
9.786 |
156.576 |
|
|
3. |
Pembuangan |
m3 |
43,11 |
26.215 |
1.130.129 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
420,00 |
172.329 |
68.931.600 |
|
|
2. |
Pemotongan
tiang |
m' |
16,00 |
8.821 |
141.136 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
1,85 |
1.390.701 |
2.572.797 |
|
|
2. |
Foot
Plat |
m3 |
10,08 |
1.015.169 |
10.232.904 |
|
|
3. |
Tie
Beam |
m3 |
2,30 |
1.015.169 |
2.334.889 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
97.134,00 |
11.711 |
1.137.536.274 |
|
|
2. |
Pengecatan |
m2 |
3.885,00 |
21.430 |
83.255.550 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
1.311.713.461 |
|
|
|
Test |
1% |
|
|
13.117.135 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
157.405.615 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
131.171.346 |
|
|
|
CRN |
|
|
|
Rp.
1.613.407.557 |
|
PERHITUNGAN
BIAYA PEMBANGUNAN
Spesifikasi
model
|
1. |
Tipe |
: |
Greenfield
(medium) |
|
2. |
Ketinggian |
: |
111
m sampai dengan 120 m |
|
3. |
Jumlah
kaki |
: |
4 |
|
5. |
Konstruksi |
: |
baja |
|
6. |
Pemasangan |
: |
di
atas tanah |
Analisis
perhitungan per unit
|
NO |
JENIS PEKERJAAN |
SAT |
VOLUME |
HARGA SATUAN |
JUMLAH |
|
|
A. |
PEK
PERSIAPAN |
|
|
|
|
|
|
|
1. |
Pembersihan |
m2 |
144,00 |
1.454 |
209.376 |
|
|
2. |
Pemasangan
bouplank |
m |
40.00 |
10.552 |
422.080 |
|
|
|
|
|
|
|
|
|
B. |
PEK
TANAH |
|
|
|
|
|
|
|
1. |
Penggalian |
m3 |
50,00 |
44.667 |
2.233.350 |
|
|
2. |
Urugan |
m3 |
15,00 |
9.786 |
146.790 |
|
|
3. |
Pembuangan |
m3 |
35,00 |
26.215 |
917.525 |
|
|
|
|
|
|
|
|
|
C. |
PONDASI |
|
|
|
|
|
|
|
1. |
Pemancangan |
m' |
440,00 |
172.329 |
75.824.760 |
|
|
2. |
Pemotongan
tiang |
m' |
16,00 |
8.821 |
141.136 |
|
|
|
|
|
|
|
|
|
D. |
BETON |
|
|
|
|
|
|
|
1. |
Kolom |
m3 |
1,94 |
1.390.701 |
2.697.960 |
|
|
2. |
Foot
Plat |
m3 |
10,56 |
1.015.169 |
10.720.185 |
|
|
3. |
Tie
Beam |
m3 |
2,41 |
1.015.169 |
2.446.557 |
|
|
|
|
|
|
|
|
|
E. |
SUPER
STR |
|
|
|
|
|
|
|
1. |
Tower |
kg |
118.102,00 |
11.711 |
1.383.092.522 |
|
|
2. |
Pengecatan |
m2 |
4.724,00
|
21.430 |
101.235.320 |
|
|
|
|
|
|
|
|
|
|
Jumlah |
|
|
|
1.580.087.561 |
|
|
|
Test |
1% |
|
|
15.800.876 |
|
|
|
PPN
10% & perizinan 2% |
12% |
|
|
189.610.507 |
|
|
|
Keuntungan
kontraktor |
10% |
|
|
158.008.756 |
|
|
|
CRN |
|
|
|
Rp.
1.943.507.700 |
|