Lampiran
3 |
: |
SE-17/PJ.6/2003 |
Tanggal |
: |
23
Mei 2003 |
PETUNJUK TEKNIS PENILAIAN BANGUNAN OBJEK KHUSUS
ANALISA PERHITUNGAN BIAYA PEMBUATAN BARU (CRN)
INDUSTRI
- |
ANALISIS HARGA SATUAN/M2 CEMENT SILO |
- |
ANALISIS HARGA SATUAN/M2 CEROBONG |
DEPARTEMEN KEUANGAN REPUBLIK
DIREKTORAT JENDERAL PAJAK
DIREKTORAT PBB DAN BPHTB
SILO
BETON
Spesifikasi
Model:
1 |
Bahan |
Beton
bertulang |
2 |
Diameter
bawah |
10 m |
3 |
Diameter
atas |
10 m |
4 |
Tinggi |
20 m |
5 |
Tebal |
0,05
m |
6 |
Luas
tapak |
78,54
m2 |
7 |
Pondasi |
Pelat
beton & tiang pancang |
8 |
Bentuk |
Silinder
Tertutup |
Analisis
perhitungan Silo per luas tapak m2
No |
Komponen |
SAT |
VOL |
BAHAN (Rp) |
UPAH (Rp) |
JUMLAH (Rp) |
HARGA (Rp) |
|
PERSIAPAN |
|
|
|
|
|
|
||
1 |
Pembersihan
lapangan |
m2 |
1,00 |
0 |
1.454 |
1.454 |
1.454 |
|
2 |
Pengukuran |
m |
1,00 |
7.220 |
3.187 |
10.407 |
10.407 |
|
3 |
Galian
tanah |
m3 |
0,50 |
0 |
18.532 |
18.532 |
9.266 |
|
4 |
Pengurukan
tanah |
m3 |
0,50 |
0 |
24.759 |
24.759 |
12.380 |
|
5 |
Pemadatan
tanah |
m2 |
1,00 |
0 |
1.730 |
1.730 |
1.730 |
|
SUB
STRUCTURE |
|
|
|
|
|
|
||
6 |
Pemancangan |
m |
1,00 |
52.000 |
20.800 |
72.800 |
72.800 |
|
7 |
Pemotongan |
bh |
0,50 |
- |
15.600 |
15.600 |
7.800 |
|
8 |
Begisting |
m3 |
0,30 |
119.000 |
153.821 |
272.821 |
81.846 |
|
9 |
Pembesian |
m3 |
0,
30 |
490.500 |
210.460 |
700.960 |
210.288 |
|
10 |
Slab
beton |
m3 |
0,30 |
337.450 |
192.509 |
529.959 |
158.988 |
|
UPPER
STRUCTURE |
|
|
|
|
|
|
||
11 |
Dinding
: |
|
|
|
|
|
|
|
|
- |
Begisting |
m3 |
4,00 |
119.000 |
153.821 |
272.821 |
1.091.284 |
|
- |
Pembesian |
m3 |
4,00 |
248.250 |
105.230 |
353.480 |
1.413.920 |
|
- |
Pelat
beton |
m3 |
4,00 |
99.200 |
192.500 |
291.700 |
1.166.800 |
12 |
Penutup
(Baja) |
kg |
20,00 |
|
4.500 |
|
90.000 |
|
ASESORIS |
ls |
10,00 |
|
4.500 |
|
45.000 |
||
CRN
per m2 |
|
|
|
|
|
4.373.962 |
||
Luas
tapak |
|
|
|
|
|
78,54 |
||
CRN |
|
|
|
|
|
343.530.975 |
Lampiran
4 |
: |
SE-17/PJ.6/2003 |
Tanggal |
: |
23
Mei 2003 |
PETUNJUK TEKNIS PENILAIAN BANGUNAN OBJEK KHUSUS
ANALISA PERHITUNGAN BIAYA PEMBUATAN BARU (CRN)
BANDARA
- |
ANALISIS HARGA SATUAN/M2 TAXIWAY |
- |
ANALISIS HARGA SATUAN/M2 APRON |
- |
ANALISIS HARGA SATUAN/M2 PAVED SHOULDER |
DEPARTEMEN KEUANGAN REPUBLIK
DIREKTORAT JENDERAL PAJAK
DIREKTORAT PBB DAN BPHTB
CEROBONG
ASAP
Spesifikasi
Model:
1 |
Bahan |
Beton
bertulang |
2 |
Diameter
bawah |
4 m |
3 |
Diameter
atas |
2 m |
4 |
Tinggi
cerobong |
103
m |
5 |
Tebal
cerobong |
0,05
m |
6 |
Luas
tapak |
12,57
m2 |
7 |
Pondasi |
Pelat
beton & tiang pancang |
8 |
Bentuk |
Kerucut
terpotong |
Analisis
perhitungan Cerobong per luas tapak m2
No |
Komponen |
SAT |
VOL |
BAHAN (Rp) |
UPAH (Rp) |
JUMLAH (Rp) |
HARGA (Rp) |
|
PERSIAPAN |
|
|
|
|
|
|
||
1 |
Pembersihan
lapangan |
m2 |
2,00 |
0 |
1.454 |
1.454 |
1.454 |
|
2 |
Pengukuran |
m |
1,00 |
7.220 |
3.187 |
10.407 |
10.407 |
|
3 |
Galian
tanah |
m3 |
0,40 |
0 |
18.532 |
18.532 |
7.413 |
|
4 |
Pengurukan
tanah |
m3 |
0,40 |
0 |
24.759 |
24.759 |
9.904 |
|
5 |
Pemadatan
tanah |
m2 |
1,00 |
0 |
1.730 |
1.730 |
1.730 |
|
SUB
STRUCTURE |
|
|
|
|
|
|
||
6 |
Pemancangan |
m |
1,00 |
52.000 |
20.800 |
72.800 |
145.600 |
|
7 |
Pemotongan |
bh |
0,50 |
- |
15.600 |
15.600 |
15.600 |
|
8 |
Begisting |
m3 |
0,30 |
119.000 |
153.821 |
272.821 |
81.846 |
|
9 |
Pembesian |
m3 |
0,
30 |
248.250 |
105.230 |
353.480 |
106.044 |
|
10 |
Slab
beton |
m3 |
0,30 |
99.200 |
192.500 |
291.700 |
87.510 |
|
UPPER
STRUCTURE |
|
|
|
|
|
|
||
11 |
Dinding
: |
|
|
|
|
|
|
|
|
- |
Begisting |
m3 |
6,87 |
119.000 |
153.821 |
272.821 |
1.874.280 |
|
- |
Pembesian |
m3 |
6,87 |
248.250 |
105.230 |
353.480 |
2.428.408 |
|
- |
Pelat
beton |
m3 |
6,87 |
99.200 |
192.500 |
291.700 |
2.003.979 |
ASESORIS |
ls |
5,00 |
|
4.500 |
|
22.500 |
||
CRN
per m2 |
|
|
|
|
|
6.796.674 |
||
Luas
tapak |
|
|
|
|
|
12,57 |
||
CRN |
|
|
|
|
|
85,434.192 |
BANDAR
UDARA/BANDARA
TAXIWAY/RUNWAY/OVERRUN
ANALISIS
HARGA SATUAN PER M2
JENIS PEKERJAAN |
SAT |
VOL |
UPAH (Rp) |
BAHAN (Rp) |
JUMLAH (Rp) |
HARGA (Rp) |
||
A. |
PERSIAPAN |
|
|
|
|
|
|
|
|
1 |
Pembersihan
lapangan |
m2 |
1,00 |
1.454 |
0 |
1.454 |
1.454 |
|
2 |
Pengukuran |
m' |
1,16 |
3.187 |
7.220 |
10.407 |
20.814 |
|
3 |
Galian
tanah |
m3 |
1,16 |
2,00 |
0 |
18.532 |
21.497 |
|
4 |
Pengurukan
tanah |
m3 |
1,00 |
18.532 |
0 |
24.759 |
28.720 |
|
5 |
Pemadatan
tanah |
m2 |
|
24.759 |
0 |
1.730 |
1.730 |
B |
KONSTRUKSI
UTAMA |
|
|
|
|
|
|
|
|
6 |
Lapisan
sub graded |
m3 |
0,70 |
9.843 |
19.500 |
29.343 |
20.540 |
|
7 |
Lapisan
sub base |
m3 |
0,64 |
9.843 |
19.500 |
29.343 |
18.780 |
|
8 |
Lapisan
aggregatte base |
m3 |
0,28 |
7.369 |
15.500 |
22.869 |
6.403 |
C |
FINISHING |
|
|
|
|
|
|
|
|
9 |
Lapisan
pentrasi |
m2 |
1,00 |
6.886 |
15.135 |
22.021 |
22.021 |
|
10 |
Hotmix |
m2 |
1,00 |
|
|
80.238 |
80.238 |
|
11 |
Track
Coating |
m2 |
1,00 |
489 |
2.500 |
2.989 |
2.989 |
CRN |
Rp/m2 |
|
|
|
|
225.187 |
BANDAR
UDARA/BANDARA
APRON
JENIS PEKERJAAN |
SAT |
VOL |
UPAH (Rp) |
BAHAN (Rp) |
JUMLAH (Rp) |
HARGA (Rp) |
||
A. |
PERSIAPAN |
|
|
|
|
|
|
|
|
1 |
Pembersihan
lapangan |
m2 |
1,00 |
1.454 |
0 |
1.454 |
1.454 |
|
2 |
Pengukuran |
m' |
2,00 |
3.187 |
7.220 |
10.407 |
20.814 |
|
3 |
Galian
tanah |
m3 |
0,50 |
18.532 |
0 |
18.532 |
9.266 |
|
4 |
Pengurukan
tanah |
m3 |
0,50 |
24.759 |
0 |
24.759 |
12.380 |
|
5 |
Pemadatan
tanah |
m2 |
1,00 |
1.730 |
0 |
1.730 |
1.730 |
B |
KONSTRUKSI
UTAMA |
|
|
|
|
|
|
|
|
6 |
Lapisan
sub graded |
m3 |
0,40 |
9.843 |
19.500 |
29.343 |
11.737 |
|
7 |
Lapisan
sub base |
m3 |
0,10 |
9.843 |
19.500 |
29.343 |
2.934 |
|
8 |
Bekisting |
m3 |
0,30 |
153.821 |
119.000 |
272.821 |
81.846 |
|
9 |
Pembesian |
m3 |
0,30 |
210.460 |
490.500 |
700.960 |
210.288 |
|
10 |
Slab
beton |
m3 |
0,30 |
192.509 |
337.450 |
529.959 |
158.988 |
|
11 |
Floorhard |
M2 |
1,00 |
1.500 |
5.000 |
6.500 |
6.500 |
C |
FINISHING |
|
|
|
|
|
|
|
|
12 |
Track
Coating |
m2 |
1,00 |
489 |
2.500 |
2.989 |
2.989 |
CRN |
Rp/m2 |
|
|
|
|
520.926 |
BANDAR
UDARA/BANDARA
PAVED
SHOULDER
ANALISIS
HARGA SATUAN PER M2
JENIS PEKERJAAN |
SAT |
VOL |
UPAH (Rp) |
BAHAN (Rp) |
JUMLAH (Rp) |
HARGA (Rp) |
||
A. |
PERSIAPAN |
|
|
|
|
|
|
|
|
1 |
Pembersihan
lapangan |
m2 |
1,00 |
1.454 |
0 |
1.454 |
1.454 |
|
2 |
Pengukuran |
m' |
2,00 |
3.187 |
7.220 |
10.407 |
20.814 |
|
3 |
Galian
tanah |
m3 |
0,93 |
18.532 |
0 |
18.532 |
17.198 |
|
4 |
Pengurukan
tanah |
m3 |
0,93 |
24.759 |
0 |
24.759 |
22.976 |
|
5 |
Pemadatan
tanah |
m2 |
1,00 |
1.730 |
0 |
1.730 |
1.730 |
B |
KONSTRUKSI
UTAMA |
|
|
|
|
|
|
|
|
6 |
Lapisan
sub graded |
m3 |
0,56 |
9.843 |
19.500 |
29.343 |
16.432 |
|
7 |
Lapisan
sub base |
m3 |
0,51 |
9.843 |
19.500 |
29.343 |
15.024 |
|
8 |
Lapisan
aggregatte base |
m3 |
0,22 |
7.369 |
15.500 |
22.869 |
5.123 |
C |
FINISHING |
|
|
|
|
|
|
|
|
9 |
Lapisan
pentrasi |
m2 |
1,00 |
6.886 |
15.135 |
22.021 |
22.021 |
|
10 |
Hotmix |
m2 |
1,00 |
|
|
80.238 |
80.238 |
|
11 |
Track
Coating |
m2 |
1,00 |
489 |
2.500 |
2.989 |
2.989 |
CRN |
Rp/m2 |
|
|
|
|
205.998 |