Lampiran
Surat Edaran Direktur Jenderal Pajak |
||
Nomor |
: |
SE-17/PJ.6/2003 |
Tanggal |
: |
23
Mei 2003 |
PETUNJUK TEKNIS PENILAIAN BANGUNAN OBJEK KHUSUS
1. |
TOWER/MENARA
TELEKOMUNIKASI/PEMANCAR |
2. |
DERMAGA/PELABUHAN |
3. |
INDUSTRI |
4. |
BANDARA |
Lampiran
1 |
||
Nomor |
: |
SE-17/PJ.6/2003 |
Tanggal |
: |
23
Mei 2003 |
DEPARTEMEN KEUANGAN REPUBLIK
DIREKTORAT JENDERAL PAJAK
DIREKTORAT PBB DAN BPHTB
JAKARTA 2003
PETUNJUK TEKNIS PENILAIAN BANGUNAN OBJEK KHUSUS
ANALISA PERHITUNGAN
BIAYA PEMBUATAN BARU (CRN)
TOWER/MENARA TELEKOMUNIKASI/PEMANCAR
DEPARTEMEN KEUANGAN REPUBLIK
DIREKTORAT JENDERAL PAJAK
DIREKTORAT PBB DAN BPHTB
JAKARTA 2003
FORM-01 |
DAFTAR
HARGA MATERIAL
NO |
JENIS MATERIAL |
SAT |
HARGA |
1. |
Kepala Tukang |
hr |
37.140,- |
2. |
Mandor |
hr |
43.330,- |
3. |
Pekerja |
hr |
24.760,- |
4. |
Tukang |
hr |
30.950,- |
5. |
Batu kali |
m3 |
68.000,- |
6. |
Pasir beton |
m3 |
85.000,- |
7. |
Split |
m3 |
82.500,- |
8. |
Tiang pancang uk. 40 x 40 Cm panjang 17 s/d 18
m' |
m' |
135.000,- |
9. |
Admixture (Super cement extra) |
lt |
7.760,- |
10. |
PC abu-abu |
zak |
22.000,- |
11. |
Slump 10 |
cm |
3.000,- |
12. |
Baja L 80.80.8 |
kg |
4.200,- |
13. |
Besi beton ulir |
kg |
3.200,- |
14. |
Kawat beton |
kg |
5.000,- |
15. |
Paku segala ukuran (rata-rata) |
kg |
6.000,- |
16. |
Kayu/papan meranti |
m3 |
900.000,- |
17. |
Tripex 4x8x15 mm |
lbr |
105.000,- |
18. |
Cat besi |
kg |
19.900,- |
19. |
Meni besi |
kg |
8.250,- |
FORM-02 |
ANALISA
HARGA SATUAN
NO |
JENIS PEKERJAAN |
SAT |
VOL |
HARGA KOMP. |
HARGA SATUAN |
TOTAL HARGA SATUAN |
||
1. |
PEKERJAAN
PERSIAPAN |
|
|
|
|
|
||
|
a. |
Pembersihan
lapangan |
m2 |
|
|
|
1.454 |
|
|
|
Mandor |
hr |
0,0027 |
43.330 |
117 |
|
|
|
|
Pekerja |
hr |
0,054 |
24.760 |
1.337 |
|
|
|
|
|
|
|
|
|
|
|
|
b. |
Pemasangan
bouwplank |
m |
|
|
|
10.552 |
|
|
|
Kayu |
m3 |
0,008 |
900.000 |
7.200 |
|
|
|
|
Paku |
kg |
0,025 |
6.000 |
150 |
|
|
|
|
Mandor |
hr |
0,0011 |
43.330 |
48 |
|
|
|
|
Pekerja |
hr |
0,0064 |
24.760 |
158 |
|
|
|
|
Kepala
tukang |
hr |
0,064 |
37.140 |
2.377 |
|
|
|
|
Tukang |
hr |
0,02 |
30.950 |
619 |
|
|
|
|
|
|
|
|
|
||
2. |
PEKERJAAN
SUB STRUKTUR |
|
|
|
|
|
||
|
a. |
Tiang
pancang |
m' |
|
|
|
172.329 |
|
|
|
Tiang
pancang |
m' |
0,3 |
135.000 |
40.500 |
|
|
|
|
Alat-alat
lain |
% |
33 |
|
44.550 |
|
|
|
|
Mandor |
hr |
0,3 |
43.330 |
12.999 |
|
|
|
|
Pekerja |
hr |
3 |
24.760 |
74.280 |
|
|
|
|
|
|
|
|
|
|
|
|
b. |
Penggalian
tanah |
m3 |
|
|
|
44.667 |
|
|
|
Mandor |
hr |
0,08 |
43.330 |
3.466 |
|
|
|
|
Kepala
tukang |
hr |
0,016 |
37.140 |
594 |
|
|
|
|
Tukang |
hr |
0,16 |
30.950 |
4.952 |
|
|
|
|
Pekerja |
hr |
1,44 |
24.760 |
35.654 |
|
|
|
|
|
|
|
|
|
|
|
|
c. |
Pemotongan
tiang pancang |
unit |
|
|
|
8.821 |
|
|
|
Mandor |
hr |
0,125 |
30.950 |
3.869 |
|
|
|
|
Pekerja |
hr |
0,2 |
24.760 |
4.952 |
|
|
|
|
|
|
|
|
|
|
|
|
d. |
Pembuangan
tanah |
m3 |
|
|
|
9.786 |
|
|
|
Mandor |
hr |
0,083 |
43.330 |
3.596 |
|
|
|
|
Pekerja |
hr |
0,25 |
24.760 |
6.190 |
|
|
|
|
|
|
|
|
|
|
|
|
e. |
Urugan
tanah kembali |
m3 |
|
|
|
26.215 |
|
|
|
Mandor |
hr |
0,165 |
43.330 |
7.149 |
|
|
|
|
Pekerja |
hr |
0,495 |
24.760 |
12.256 |
|
|
|
|
Sewa
alat-alat |
% |
10 |
|
6.809 |
|
|
|
|
|
|
|
|
|
|
|
|
f. |
Pondasi
plat |
m3 |
|
|
|
1.015.169 |
|
|
|
f.1 |
Penggalian |
m3 |
|
|
|
44.66 |
|
|
|
Mandor |
hr |
0,08 |
43.330 |
3.466 |
|
|
|
|
Kepala
tukang batu |
hr |
0,016 |
37.140 |
594 |
|
|
|
|
Tukang |
hr |
0,16 |
30.950 |
4.952 |
|
|
|
|
Pekerja |
hr |
1,44 |
24.760 |
35.654 |
|
|
|
f.2 |
Urugan
pasir |
m3 |
|
|
|
103.261 |
|
|
|
Pasir
beton |
m3 |
1 |
85.000 |
85.000 |
|
|
|
|
Mandor |
hr |
0,01 |
43.330 |
433 |
|
|
|
|
Pekerja |
hr |
0,72 |
24.760 |
17.827 |
|
|
|
f.3 |
Lantai
kerja tebal 15mm |
m2 |
|
|
|
35.703 |
|
|
|
PC |
zak |
0,625 |
22.000 |
13.750 |
|
|
|
|
Pasir
beton |
m3 |
0,05 |
85.000 |
4.250 |
|
|
|
|
Mandor |
hr |
0,02 |
43.330 |
867 |
|
|
|
|
Kepala
tukang |
hr |
0,02 |
37.140 |
743 |
|
|
|
|
Tukang |
hr |
0,2 |
30.950 |
6.190 |
|
|
|
|
Pekerja |
hr |
0,4 |
24.760 |
9.904 |
|
|
|
f.4 |
Pembesian |
m3 |
|
|
|
408.611 |
|
|
|
Besi
beton |
kg |
110 |
3.200 |
352.000 |
|
|
|
|
Kawat
beton |
kg |
2 |
5.000 |
10.000 |
|
|
|
|
Mandor |
hr |
0,015 |
43.330 |
650 |
|
|
|
|
Kepala
tukang |
hr |
0,225 |
37.140 |
8.357 |
|
|
|
|
Tukang |
hr |
0,675 |
30.950 |
20.891 |
|
|
|
|
Pekerja |
hr |
0,675 |
24.760 |
16.713 |
|
|
|
f.5 |
Pengecoran
K-175 |
m3 |
|
|
|
422.927 |
|
|
|
PC |
zak |
8 |
22.000 |
176.000 |
|
|
|
|
Split |
m3 |
0,814 |
82.500 |
67.155 |
|
|
|
|
Pasir
beton |
m3 |
0,48 |
85.000 |
40.800 |
|
|
|
|
Admixture |
ltr |
4,52 |
7.760 |
35.075 |
|
|
|
|
Slump |
cm |
1 |
3.000 |
3.000 |
|
|
|
|
Mandor |
hr |
0,3 |
43.330 |
12.999 |
|
|
|
|
Kepala
tukang |
hr |
0,2 |
37.140 |
7.428 |
|
|
|
|
Tukang |
hr |
1 |
30.950 |
30.950 |
|
|
|
|
Pekerja |
hr |
2 |
24.760 |
49.520 |
|
|
g |
Balok
ikat |
|
|
|
|
1.015.169 |
|
|
|
g.1 |
Penggalian |
m3 |
|
|
|
44.667 |
|
|
|
Mandor |
hr |
0,08 |
43.330 |
3.466 |
|
|
|
|
Kepala
tukang |
hr |
0,016 |
37.140 |
594 |
|
|
|
|
Tukang |
hr |
0,16 |
30.950 |
4.952 |
|
|
|
|
Pekerja |
hr |
1,44 |
24.760 |
35.654 |
|
|
|
g.2 |
Urugan
pasir |
m3 |
|
|
|
103.261 |
|
|
|
Pasir |
m3 |
1 |
85.000 |
85.000 |
|
|
|
|
Mandor |
hr |
0,01 |
43.330 |
433 |
|
|
|
|
Pekerja |
hr |
0,72 |
24.760 |
17.827 |
|
|
|
g.3 |
Lantai
kerja |
m2 |
|
|
|
35.703 |
|
|
|
PC |
zak |
0,625 |
22.000 |
13.750 |
|
|
|
|
Pasir
beton |
m3 |
0,05 |
85.000 |
4.250 |
|
|
|
|
Mandor |
hr |
0,02 |
43.330 |
867 |
|
|
|
|
Kepala
tukang |
hr |
0,02 |
37.140 |
743 |
|
|
|
|
Tukang |
hr |
0,2 |
30.950 |
6.190 |
|
|
|
|
Pekerja |
hr |
0,4 |
24.760 |
9.904 |
|
|
|
g.4 |
Pembesian |
m3 |
|
|
|
408.611 |
|
|
|
Besi
beton |
kg |
110 |
3.200 |
352.000 |
|
|
|
|
Kawat
beton |
kg |
2 |
5.000 |
10.000 |
|
|
|
|
Mandor |
hr |
0,015 |
43.330 |
650 |
|
|
|
|
Kepala
tukang |
hr |
0,225 |
37.140 |
8.357 |
|
|
|
|
Tukang |
hr |
0,675 |
30.950 |
20.891 |
|
|
|
|
Pekerja |
hr |
0,675 |
24.760 |
16.713 |
|
|
|
g.5 |
Pengecoran |
m3 |
|
|
|
422.927 |
|
|
|
PC |
zak |
8 |
22.000 |
176.000 |
|
|
|
|
Split |
m3 |
0,814 |
82.500 |
67.155 |
|
|
|
|
Pasir
beton |
m3 |
0,48 |
85.000 |
40.800 |
|
|
|
|
Admixture |
ltr |
4,52 |
7.760 |
35.075 |
|
|
|
|
Slump |
cm |
1 |
3.000 |
3.000 |
|
|
|
|
Mandor |
hr |
0,3 |
43.330 |
12.999 |
|
|
|
|
Kepala
tukang |
hr |
0,2 |
37.140 |
7.428 |
|
|
|
|
Tukang |
hr |
1 |
30.950 |
30.950 |
|
|
|
|
Pekerja |
hr |
2 |
24.760 |
49.520 |
|
|
h |
Kolom |
|
|
|
|
1.390.701 |
|
|
|
h.1 |
Bekisting |
m3 |
|
|
559.163 |
|
|
|
|
Triplex |
m2 |
0,33 |
105.000 |
34.650 |
|
|
|
|
Kayu |
m3 |
0,4 |
900.000 |
360.000 |
|
|
|
|
Paku |
kg |
4 |
6.000 |
24.000 |
|
|
|
|
Mandor |
hr |
0,1 |
43.330 |
4.333 |
|
|
|
|
Kepala
tukang |
hr |
0,5 |
37.140 |
18.570 |
|
|
|
|
Tukang |
hr |
0,6 |
30.950 |
18.570 |
|
|
|
|
Pekerja |
hr |
4 |
24.760 |
99.040 |
|
|
|
h.2 |
Pembesian |
m3 |
|
|
|
408.611 |
|
|
|
Besi
beton |
kg |
110 |
3.200 |
352.000 |
|
|
|
|
Kawat
beton |
kg |
2 |
5.000 |
10.000 |
|
|
|
|
Mandor |
hr |
0,015 |
43.330 |
650 |
|
|
|
|
Kepala
tukang |
hr |
0,225 |
37.140 |
8.357 |
|
|
|
|
Tukang |
hr |
0,675 |
30.950 |
20.891 |
|
|
|
|
Pekerja |
hr |
0,675 |
24.760 |
16.713 |
|
|
|
h.3 |
Pengecoran |
m3 |
|
|
|
422.927 |
|
|
|
PC |
zak |
8 |
22.000 |
176.000 |
|
|
|
|
Split |
m3 |
0,814 |
82.500 |
67.155 |
|
|
|
|
Pasir
beton |
m3 |
0,48 |
85.000 |
40.800 |
|
|
|
|
Admixture |
ltr |
4,52 |
7.760 |
35.075 |
|
|
|
|
Slump |
cm |
1 |
3.000 |
3.000 |
|
|
|
|
Mandor |
hr |
0,3 |
43.330 |
12.999 |
|
|
|
|
Kepala
tukang |
hr |
0,2 |
37.140 |
7.428 |
|
|
|
|
Tukang |
hr |
1 |
30.950 |
30.950 |
|
|
|
|
Pekerja |
hr |
2 |
24.760 |
49.520 |
|
|
i. |
Pengecatan |
m2 |
|
|
21.430 |
|
|
|
|
Meni |
lt |
0,12 |
8.250 |
990 |
|
|
|
|
Cat
besi |
lt |
0,3504 |
19.900 |
6.973 |
|
|
|
|
Kepala
tukang |
hr |
0,0756 |
37.140 |
2.808 |
|
|
|
|
Tukang |
hr |
0,0756 |
30.950 |
2.340 |
|
|
|
|
Pekerja |
hr |
0,336 |
24.760 |
8.319 |
|
|
|
j. |
Pemasangan
tower |
kg |
|
|
|
11.711 |
|
|
|
Mandor |
hr |
0,0015 |
43.330 |
65 |
|
|
|
|
Kepala
tukang |
hr |
0,0225 |
37.140 |
836 |
|
|
|
|
Tukang |
hr |
0,12 |
30.950 |
3.
714 |
|
|
|
|
Pekerja |
hr |
0,1 |
24.760 |
2.476 |
|
|
|
|
Besi |
kg |
1 |
4.200 |
4.200 |
|
|
|
|
Peralatan
lain |
% |
0,1 |
420 |
420 |
|