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PERHITUNGAN VOLUME
No
Gambar / Sketsa
Uraian Perhitungan
Unit
Ket.
a . Galian Tanah 1
=
(
1.30
+
1.00 =
=
)
2.00
(
0.71
+
38.50
0.55
)
2.00 3.50
=
x
1.10
=
1.27
m2
+
1.27
=
39.77
m3
x
0.39
=
0.25
m2
+
0.25
=
3.75
m3
Luas Total =
43.51
b. Urugan Pasir dibawah Pondasi =
0.85
x
0.15
x
=
0.45
x
0.04
x
38.50
=
3.50
=
Luas Total =
4.91
m3
0.06 4.97
m3
9.63
m3
c. Pasangan Batu Kosong =
1.00
x
0.25
x
=
0.45
x
0.25
x
38.50
=
3.50
=
Luas Total =
d.
0.39
m3
10.02
m3
m3
Pasangan Pondasi
=
(
0.30
+
0.80
)
2.00
x
0.85
=
0.47
+
0.47
=
38.97
x
0.40
=
0.11
m3
0.11
=
38.50
=
(
0.20
+
0.35
)
2.00 3.50
+
Luas Total =
3.61
m3
42.58
m3
e. Timbunan Tanah / Backfill
=
(
0.40
*
2.00
)
2.00
x
1.10
=
0.44
m3
38.50
x
0.44
x
2.00
=
33.88
m3
8.00
x
3.75
x
0.20
=
6.00
m3
6.00
x
2.75
x
0.20
=
3.30
m3
Luas Total =
43.18
f. Uugan Pasir Dibawa Lantai 3.00
x
6.50
x
0.45
=
8.78
m3
3.00
x
6.50
x
0.40
=
7.80
m3
2.00
x
3.75
x
0.30
=
2.25
m3
18.83
m3
Luas Total =
TERAS
PERHITUNGAN VOLUME
No
Gambar / Sketsa
Uraian Perhitungan
Unit
g. Lantai Beton Rabat 5 Cm 18.83 x
0.05
=
0.94
m3
h. Sloof 0.15
x
0.15
x
38.50
=
0.87
m3
0.12
x
0.12
x
3.40
=
0.05
m3
0.05
x
14.00
=
0.69
m3
3.40
x
38.50
=
130.90
m2
130.90
-
15.75
=
115.15
m2
115.15
x
0.12
=
13.82
m2
-
0.69
=
9.47
m3
i. Kolom
j. Dinding
13.82
Luas Total = 124.62 k. Plasteran
l.
3.50
x
115.15
x
2.00
0.15
x
0.15
x
38.50
=
0.87
m3
x
2.77
x
2.00
=
22.58
m2
x
1.98
x
1.00
=
5.84
28.42
x
0.12
=
3.41
m3
31.83
m2
m2
= 806.05
m2
Ring Bal
m. Kuda-Kuda Batu 8.15 2.00 5.90 2.00
Luas Total = n.
m2
Plasteran Kuda-kuda 8.15 2.00
5.90 2.00
x
2.77
x
2.00
=
22.58
x
1.98
x
1.00
=
5.84
x
2.00
=
56.83
m2
Luas Total =
56.83
m2
28.42
m2
Ket.
PERHITUNGAN VOLUME
No
Gambar / Sketsa
Uraian Perhitungan
Unit
Ket.
o. Kuda- kuda kayu 6.39 x
0.06
x
0.12
x
2.00
=
0.09
m3
kaki
3.05
x
0.06
x
0.12
x
2.00
=
0.04
m3
gapit
3.07
x
0.06
x
0.12
x
2.00
=
0.04
m3
skoor
3.88
x
0.06
x
0.12
x
1.00
=
0.03
m3
tiang
7.50
x
0.06
x
0.12
x
1.00
=
0.05
m3
tarik
2.63
x
0.06
x
0.12
x
1.00
=
0.02
m3
skoor
Luas Total =
0.18
m3
p. Gording 8.65
x
0.06
x
0.12
x
12.00
=
0.75
m3
1.50
x
0.06
x
0.12
x
12.00
=
0.13
m3
10.15
x
0.05
x
0.07
x
12.00
=
0.43
m3
Luas Total =
1.30
m3
m2
q. Atap 3.78
+
1.43
2.00 8.65 1.98
(
x
x
1.65
x
2.00
=
8.60
4.97
x
2.00
=
85.98
x
2.61
=
-14.44
m2
Luas Total =
80.14
m2
5.60
*
)
2.00
m2
r. Listplank 5.00
x
0.03
x
0.30
x
2.00
=
0.09
m3
1.60
x
0.03
x
0.30
x
2.00
=
0.03
m3
2.06
x
0.03
x
0.30
x
2.00
=
0.04
m3
8.65
x
0.03
x
0.30
x
2.00
=
0.16
m3
Luas Total =
0.31
m3
Kasau
DAFTAR VOLUME No.
Jenis Pekerjaan
Sat.
Volume
I. 1 2 3 4
PEKERJAAN GALIAN DAN URUGAN Galian tanah Timbunan tanah kembali Urugan Pasir di bawah pondasi Urugan Pasir dibawah lantai
M2 3 M M3 M3
43.51 43.18 4.97 18.83
II. 1 2 3 4
PEKERJAAN PONDASI DAN BETON Pasangan batu kali 1 : 5 Pasangan beton sloof Kolom beton Beton ring balk
M M3 3 M M3
3
42.58 0.87 0.69 0.87
III. 1 2 3
PEKERJAAN PASANGAN DAN PLESTERAN Pas. Dinding bata merah Plesteran Acian
M2 M2 M2
124.62 862.88 862.88
IV. 1
PEKERJAAN LANTAI DAN DINDING Lantai Beton Rabat 5 Cm
M3
0.94
V. 1 2 3 4 5
PEKERJAAN ATAP Pasangan kuda-kuda batu Pasangan kuda-kuda kayu Gording Atap Listplank
M3 3 M M2 M3 M3
31.83 0.18 1.30 80.14 0.31
DAFTAR ANALISA SATUAN PEKERJAAN
1. 1 m³ Galian Tanah Untuk Pondasi -
Pekerja Mandor Alat Bantu
0.400 0.040 1.000
Oh Oh Ls
x Rp. x Rp. x Rp. JUMLAH
35,000.00 50,000.00 200.00
= = = =
Rp. Rp. Rp. Rp.
14,000.00 2,000.00 200.00 16,200.00
0.192 0.019 1.000
Oh Oh Ls
x Rp. x Rp. x Rp. JUMLAH
35,000.00 50,000.00 200.00
= = = =
Rp. Rp. Rp. Rp.
6,720.00 950.00 200.00 7,870.00
1.200 0.150 0.010
M3 Oh Oh
x Rp. x Rp. x Rp. JUMLAH
120,000.00 35,000.00 50,000.00
= = = =
Rp. Rp. Rp. Rp.
144,000.00 5,250.00 500.00 197,890.00
1.200 2.160 0.430 2.250 1.125 0.112 0.168
M3 Sak M3 Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
210,000.00 67,500.00 165,000.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
252,000.00 145,800.00 70,950.00 78,750.00 47,812.50 5,040.00 8,400.00 608,752.50
6.800 0.830 0.540 1.000 3.000 0.500 0.050 0.010
Sak M3 M3 Ls Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
67,500.00 230,000.00 150,000.00 500.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
459,000.00 190,900.00 81,000.00 500.00 105,000.00 21,250.00 2,250.00 500.00 860,400.00
3.956 0.550 0.930 1.000 1.500 0.375 0.037 0.007
Sak M3 M3 Ls Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
67,500.00 150,000.00 230,000.00 500.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
267,030.00 82,500.00 213,900.00 500.00 52,500.00 15,937.50 1,665.00 350.00 634,382.50
70.000 0.525 0.054 0.321 0.160 0.015 0.008
bh Sak M3 Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
1,100.00 67,500.00 165,000.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
77,000.00 35,437.50 8,910.00 11,235.00 6,800.00 675.00 400.00 140,457.50
2. 1 m³ Timbunan Tanah Kembali -
Pekerja Mandor Alat Bantu
3. 1 m³ Urugan Pasir Urug -
Pasir Urug Pekerja Mandor
4. 1 m³ Pasangan Batu Kali 1: 5 -
Batu Kali Semen (PC) Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor
5. Cor beton -
Semen (PC) Split Pecah Mesin 2/3 Pasir Beton Peralatan Pekerja Tukang Batu Kepala Tukang Batu Mandor
6. 1M³ Lantai Kerja (Rabat) -
Semen (PC) Pasir Beton Split Pecah Mesin 2/3 Peralatan Pekerja Tukang Batu Kepala Tukang Batu Mandor
7. 1M² Pasangan Bata Merah -
Bata Merah Semen (PC) Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor
DAFTAR ANALISA SATUAN PEKERJAAN 8. 1M² Plesteran Dinding Dan Acian -
Semen (PC) Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor
0.160 0.019 0.286 0.214 0.021 0.021
Sak M3 Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
67,500.00 165,000.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
10,800.00 3,135.00 10,010.00 9,095.00 945.00 1,050.00 35,035.00
1.010 0.160 0.030 0.013 0.187 0.375
M3 Kg Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
2,000,000.00 18,200.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,020,000.00 2,912.00 1,050.00 552.50 8,415.00 18,750.00 2,051,679.50
0.017 4.000 0.250 0.150 0.150 0.010 0.005
M3 M' Kg Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
2,000,000.00 12,000.00 18,200.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
34,000.00 48,000.00 4,550.00 5,250.00 6,375.00 450.00 250.00 98,875.00
0.007 0.100 0.070 0.200 0.020 0.004
M3 Kg Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
1,500,000.00 18,200.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 1,820.00 2,450.00 8,500.00 900.00 200.00 24,370.00
11.000 0.120 0.060 0.006 0.006
bh Oh Oh Oh Oh
x Rp. x Rp. x Rp. x Rp. x Rp. JUMLAH
10,000.00 35,000.00 42,500.00 45,000.00 50,000.00
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
110,000.00 4,200.00 2,550.00 270.00 300.00 117,320.00
9. 1 M³ Pasangan Kuda-Kuda Kayu -
Kayu balok Borneo Super Paku 8 cm - 12 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor
10. 1 M³ Pasangan Kuda-Kuda Batu -
Kayu balok Borneo Super Kayu Reng 3/4 Borneo Super Paku 5 cm - 7 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor
11. 1 M' Lis Plank -
Kayu Papan Kamper Medan Paku 5 cm - 7 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor
12. 1 M² Pekerjaan Atap -
Genteng Beton Natural Pekerja Tukang Kayu Kepala Tukang Kayu Mandor
DAFTAR HARGA SATUAN PEKERJAAN NO
URAIAN JENIS PEKERJAAN
SATUAN
HARGA SATUAN (Rp)
I. 1 2 3 4
PEKERJAAN GALIAN DAN URUGAN Galian tanah Timbunan tanah kembali Urugan Pasir di bawah pondasi Urugan Pasir dibawah lantai
M2 M3 M3 M3
16,200.00 7,870.00 197,890.00 197,890.00
II. 1 2 3 4
PEKERJAAN PONDASI DAN BETON Pasangan batu kali 1 : 5 Pasangan beton sloof Kolom beton Beton ring balk
M3 M3 M3 M3
608,752.50 860,400.00 860,400.00 860,400.00
III. 1 2 3
PEKERJAAN PASANGAN DAN PLESTERAN Pas. Dinding bata merah Plasteran Acian
M2 M2 M2
140,457.50 35,035.00 35,035.00
IV. 1
PEKERJAAN LANTAI DAN DINDING Lantai Beton Rabat 5 Cm
M3
634,382.50
V. 1 2 3 4 5
PEKERJAAN ATAP Pasangan kuda-kuda batu Pasangan kuda-kuda kayu Gording Atap Listplank
M3 M3 M2 M3 M3
98,875.00 2,051,679.50 98,875.00 117,320.00 24,370.00
RENCANA ANGGARAN BIAYA No I.
JENIS PEKERJAAN
SATUAN
VOLUME
HARGA SATUAN ( Rp )
JUMLAH HARGA ( Rp )
PEKERJAAN PERSIAPAN
1
Penyediaan P3K
ls
1.00
250,000.00
250,000.00
2
Pengukuran / pas, Bouplank
ls
1.00
350,000.00
350,000.00
3
Dokumen dan pelaporan
ls
1.00
300,000.00
300,000.00
4
Pekerjaan Pembersihan SUB TOTAL I
ls
1.00
500,000.00
500,000.00 1,400,000.00
II.
PEKERJAAN GALIAN DAN URUGAN
1
Galian tanah
M2
43.51
16,200.00
704,873.34
2 3
Timbunan tanah kembali Urugan Pasir di bawah pondasi
M 3 M
43.18 4.97
7,870.00 197,890.00
339,826.60 983,859.61
4
Urugan Pasir dibawah lantai
18.83
197,890.00
3
M3
SUB TOTAL II III.
3,725,279.25 5,753,838.80
PEKERJAAN PONDASI DAN BETON
1
Pasangan batu kali 1 : 5
M
3
42.58
608,752.50
2
Pasangan beton sloof
M
3
0.87
860,400.00
745,321.50
3 4
Kolom beton Beton ring balk
0.69 0.87
860,400.00 860,400.00
589,752.58 745,321.50
M3 M3
SUB TOTAL III IV.
25,919,159.57
27,999,555.14
PEKERJAAN PASANGAN DAN PLESTERAN
1
Pas. Dinding bata merah
M
2
124.62
140,457.50
17,504,011.68
2
Plesteran
M2
862.88
35,035.00
30,231,105.91
3
Acian
862.88
35,035.00
30,231,105.91 77,966,223.49
0.94
634,382.50
M2 SUB TOTAL IV
V. 1
VI.
PEKERJAAN LANTAI DAN DINDING Lantai Beton Rabat 5 Cm SUB TOTAL V PEKERJAAN ATAP
M3
597,112.53 597,112.53
1
Pasangan kuda-kuda batu
M3
31.83
98,875.00
3,146,843.21
2
Pasangan kuda-kuda kayu
M3
0.18
2,051,679.50
375,639.54
3
Gording
1.30
98,875.00
128,859.83
4
Atap
80.14
117,320.00
9,401,482.78
5
Listplank
0.31
24,370.00
7,593.20 3,651,342.58
M2 M3 M3
SUB TOTAL VI VII.
PEK. INSTALASI LISTRIK
1
Pemasangan titik cahaya
bh
12.00
204,000.00
2,448,000.00
2
Pemasangan stop kontak Broco
bh
10.00
9,600.00
96,000.00
3
Pemasangan stop kontak AC Braco
bh
1.00
9,600.00
9,600.00
4
Pemasangan stop kontak Telepon Braco
bh
1.00
9,600.00
9,600.00
5
Pemasangan Saklar Tunggal Broco
bh
8.00
9,600.00
76,800.00
6
Pemasangan Saklar Ganda Broco
bh
4.00
9,600.00
38,400.00
7
Pemasangan Lampu Sumpit 20 watt philips
bh
12.00
16,800.00
201,600.00
RENCANA ANGGARAN BIAYA No
JENIS PEKERJAAN
8
Pemasangan pipa Instalasi Listrik dia, "5/5"
9
Pemasangan MCB
10
SATUAN bh
VOLUME 12.00
HARGA SATUAN ( Rp ) 6,000.00
JUMLAH HARGA ( Rp ) 72,000.00
unit
1.00
42,000.00
42,000.00
Pemasangan Groding tembaga 1 = 4000 mm
bh
1.00
180,000.00
180,000.00
11
Kabel Instalasi Dalam Bang. NYM - 2 x 3.5 mm
m'
1.00
792,000.00
792,000.00
12
Kabel Instalasi Dalam Bang. NYM - 2 x 2.5 mm
m'
1.00
552,000.00
552,000.00
SUB TOTAL VII
4,518,000.00
VIII. PEKERJAAN PENGECATAN 1
Pekerjaan Pengecatan tembok (Altex)
M²
420.00
6,000.00
2,520,000.00
2
Pekerjaan Pengecatan plafon (Altex)
M²
42.00
6,000.00
252,000.00
3
Pekerjaan Pengecatan kayu / Besi (Altex)
M²
18.29
3,600.00
65,833.20
4
Pekerjaan Residu Rangka atap dan plafon
M²
79.00
3,000.00
SUB TOTAL VIII IX.
237,000.00 3,074,833.20
PEKERJAAN SANITASI
1
Pasang Kloset Jongkok
bh
1.00
180,000.00
180,000.00
2
Pasang Kran air
bh
4.00
18,000.00
72,000.00
3
Pasang Floor Drain
bh
2.00
21,600.00
43,200.00
4
Pas. Pipa Disp cair / air hujan dia, 3" PVC
btg
6.00
51,600.00
309,600.00
5
Pas. Pipa Air bersih dia 3/4" PVC
btg
6.00
45,600.00
273,600.00
6
Talang atap persegi PVC 4"
btg
3.00
19,200.00
57,600.00
7
Pasang Septic tank dan peresapan
set
1.00
600,000.00
600,000.00
8
Bak kontrol
bh
2.00
18,000.00
36,000.00
9
Bak Tangki Air fiber 1 M³
bh
1.00
150,000.00
150,000.00
SUB TOTAL IX TOTAL I+II+III+IV+V+VI+VII+VIII+IX
1,722,000.00 126,682,905.74
REKAP RENCANA ANGGARAN BIAYA No
JUMLAH HARGA ( Rp )
JENIS PEKERJAAN
I.
PEKERJAAN PERSIAPAN
1,400,000.00
II.
PEKERJAAN GALIAN DAN URUGAN
5,753,838.80
III. PEKERJAAN PONDASI DAN BETON
27,999,555.14
IV.
PEKERJAAN PASANGAN DAN PLESTERAN
77,966,223.49
V.
PEKERJAAN LANTAI DAN DINDING
VI.
PEKERJAAN ATAP
597,112.53
3,651,342.58
VII. PEKERJAAN INSTALASI LISTRIK
4,518,000.00
VIII. PEKERJAAN PENGECATAN
3,074,833.20
IX.
PEKERJAAN SANITASI
1,722,000.00
TOTAL
126,682,905.74
DIBULATKAN
127,000,000.00
Terbilang : Seratus Dua Puluh Tujuh juta Rupiah Makassar, Pebruari 2009 Mengetahui : DOSEN
( Ir. H. M.NUR ABU )
Dibuat oleh : ASISTEN
(………………………. )
(AMBO DALLE)
HARGA SATUAN UPAH
No.
TENAGA KERJA
UPAH (Rp/Hari)
KODE
SATUAN
1
Mandor
50,000
MAN
1 Orang/hari/8 jam
2
Kepala Tukang Besi Beton
45,000
MEK
1 Orang/hari/8 jam
3
Tukang Besi Beton
42,500
PMEK
1 Orang/hari/8 jam
4
Kepala Tukang Batu
45,000
KTUK
1 Orang/hari/8 jam
5
Tukang Batu
42,500
1 Orang/hari/8 jam
6
Kepala Tukang Kayu
45,000
1 Orang/hari/8 jam
7
Tukang Kayu
42,500
1 Orang/hari/8 jam
8
Kepala Tukang Cat
45,000
SUP
1 Orang/hari/8 jam
9
Tukang Cat
42,500
SUP2
1 Orang/hari/8 jam
10
Pekerja
35,000
PSUP
1 Orang/hari/8 jam
11
Tukang Pipa
40,000
PSUP
1 Orang/hari/8 jam
12
Tukang Listrik
45,000
PSUP
1 Orang/hari/8 jam
KET.
DAFTAR HARGA BAHAN NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43
JENIS BAHAN Batu Kali / Batu Gunung Batu Belah 15 - 20 cm Batu Belah 0.5 - 1 cm (Split) Kerikil Beton / Koral Sirtu Timbunan Pilihan / Pasir Urug Timbunan Biasa / Tanah Urug Pasir Kasar / Pasir Beton Pasir Halus / Pasir Pasangan Balok Kayu Klas I Balok kayu Klas II Papan Klas I Papan Klas II Dolken Kayu Galam Ø 8-10 / 4 meter Kayu reng 3/4 borneo super Kayu papan kamper medan Kaso 5/7 Kayu Borneo super Kayu reng 3/4 borneo super Kayu balok kamper singkil Papan Kayu Cor Borneo Lis Kayu Profil Semen (PC) Kawat Beton Kawat Bronjong Kawat Duri Besi Beton Paku Campuran Paku Tripleks Paku Seng Paku Beton Teakwood 3 mm Tripleks 3 mm Pipa Galvanis Medium B Pipa GIP Medium A Pipa PVC Tee PVC Tee reducer Batu Bata Paving Stone Bowling Besi Siku Seng Gelombang Seng Pelat Bubungan
SATUAN m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Btg m3 m3 m3 Btg m3 m3 m' zak Kg Kg Kg Staf Kg Kg Kg Kg Lbr Lbr Staf Staf Staf Bh Bh Bh Bh Bh M' Lbr Lbr
HARGA (Rp.) 210,000 210,000 240,000 240,000 100,000 120,000 70,000 150,000 165,000 2,000,000 1,500,000 2,000,000 1,500,000 35,000 2,000,000 1,500,000 2,000,000 12,000 3,500,000 2,500,000 2,500 67,500 21,000 24,000 27,000 25,000 18,200 18,200 18,200 19,700 76,000 48,500 117,000 227,000 24,000 8,000 18,000 1,200 3,000 13,000 37,000 50,000 27,000
KET.
HARGA SATUAN BAHAN FABRIKASI No.
JENIS BAHAN
1
2
1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
Semen (PC) Kawat Beton Kawat Bronjong Kawat Duri Besi Beton Besi Beton Besi Beton Besi Beton Besi Beton Besi Beton Besi Beton Besi Beton Besi Beton Besi Beton Paku Campuran Paku Tripleks Paku Seng Paku Beton Teakwood 3 mm Tripleks 3 mm Tripleks 4 mm Tripleks 8 mm Tripleks 10 mm Tripleks 20 mm Pipa Galvanis Medium B Pipa Galvanis Medium B Pipa Galvanis Medium B
29 30 31 32 33 34
Pipa Galvanis Medium B Pipa GIP Medium A Pipa GIP Medium A Pipa PVC Pipa PVC Pipa PVC
35
Pipa PVC
36 37 38 39 40 41 42 43 44 45 46 47
Pipa PVC Pipa PVC Pipa PVC Pipa PVC Knee PVC Knee PVC Knee PVC Knee PVC Tee PVC Tee PVC Tee reducer Tee reducer
SPESIFIKASI / MERK / MODEL / SATUAN UKURAN
(Rp)
(Rp)
(Rp)
5
6
11
64,500.00 20,000.00 23,000.00 25,000.00 23,000.00 36,000.00 58,000.00 74,000.00 105,000.00 154,000.00 202,000.00 253,000.00 310,000.00 420,000.00 17,500.00 17,500.00 17,500.00 19,000.00 75,000.00 47,500.00 85,000.00 125,000.00 185,000.00 215,000.00 115,000.00 160,000.00 185,000.00
3,000.00 1,000.00 1,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 3,000.00 3,000.00 3,000.00 3,000.00 700.00 700.00 700.00 700.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 2,000.00 2,000.00 2,000.00
67,500.00 21,000.00 24,000.00 27,000.00 25,000.00 38,000.00 60,000.00 76,000.00 107,000.00 156,000.00 205,000.00 256,000.00 313,000.00 423,000.00 18,200.00 18,200.00 18,200.00 19,700.00 76,000.00 48,500.00 86,000.00 126,000.00 186,000.00 216,000.00 117,000.00 162,000.00 187,000.00
Staf Staf Staf Staf Staf Staf
225,000.00 225,000.00 265,000.00 22,000.00 26,000.00 30,000.00
2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00
227,000.00 227,000.00 267,000.00 24,000.00 28,000.00 32,000.00
Staf
40,000.00
2,000.00
42,000.00
Staf Staf Staf Staf Bh Bh Bh Bh Bh Bh Bh Bh
50,000.00 60,000.00 88,000.00 98,000.00 2,500.00 3,500.00 7,500.00 17,500.00 7,500.00 3,500.00 17,500.00 17,500.00
2,000.00 2,000.00 2,000.00 2,000.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00
52,000.00 62,000.00 90,000.00 100,000.00 3,000.00 4,000.00 8,000.00 18,000.00 8,000.00 4,000.00 18,000.00 18,000.00
3
4
50 kg
Zak Kg Kg Kg Staf Staf Staf Staf Staf Staf Staf Staf Staf Staf Kg Kg Kg Kg Lbr Lbr Lbr Lbr Lbr Lbr Staf Staf Staf
Dia. 6 mm Dia. 8 mm Dia. 10 mm Dia. 12 mm Dia. 14 mm Dia. 16 mm Dia. 19 mm Dia. 22 mm Dia. 25 mm Dia. 32 mm 4 cm - 12 cm 1 cm - 3 cm
Uk. 122 x 244 cm Uk. 122 x 244 cm Uk. 122 x 244 cm Uk. 122 x 244 cm Uk. 122 x 244 cm Uk. 122 x 244 cm Uk. 1/2 " Uk. 3/4 " Uk. 1 " Uk. 11/4 " Uk. 1/2 " Uk. 3/4 " Uk. 1/2 " Uk. 3/4 " Uk. 1 " Uk. 11/4 " Uk. 11/2 " Uk. 2 " Uk. 3 " Uk. 4 " Uk. 1/2 " Uk. 3/4 " Uk. 2 " Uk. 4 " Uk. 1/2 " Uk. 3/4 " Uk. 4 " Uk. 4 "
HPS
ONGKOS HARGA SATUAN ANGKUT KE DI LOKASI LOKASI KERJA KERJA
HARGA SATUAN BAHAN FABRIKASI No.
JENIS BAHAN
1
2
48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91
Batu Bata Paving Stone Bowling Besi Siku Besi Siku Besi Siku Seng Gelombang Seng Gelombang Seng Gelombang Seng Pelat Bubungan Atap Asbes Gelombang Genteng Semen (Beton) Tegel Semen Tegel Semen Tegel Porselin Tegel Porselin Tegel Keramik Tegel Keramik Tegel Keramik Tegel Keramik Tegel Keramik Cat Kayu / Besi Cat Kayu / Besi Cat Tembok Cat Tembok Cat Meni Kayu Cat Meni Besi Minyak Cat Minyak Cat Pelumas / Olie Dempul Kayu Plamir Tembok Kuas Cat Residu Kaca Rayban Kaca Rayban Kaca Bening Kaca Bening Kaca Bening Dudukan Nako Kran (Kualitas Baik) Avour / Saringan Air Kotor Floor Drain Kloset Jongkok Kloset Jongkok Kloset Duduk / Lengkap
SPESIFIKASI / MERK / MODEL / SATUAN UKURAN
3
Uk. 30.30.3 Uk. 40.40.4 Uk. 50.50.5 BJLS 0.20 mm BJLS 0.25 mm BJLS 0.30 mm BJLS 0.30 mm
30 x 30 cm 20 x 20 cm 10 x 20 cm 10 x 10 cm 10 x 20 cm 20 x 20 cm 20 x 25 cm 30 x 30 cm 40 x 40 cm Glotex Platone
Altex Altex Thinner Afduner Altex Kaleng
3 mm 5 mm 2 mm 3 mm 5 mm
INA TOTO INA
4
Bh Bh Bh M' M' M' Lbr Lbr Lbr Lbr Lbr Bh M2 M2 M2 M2 M2 M2 M2 M2 M2 Kg Kg 1 Kg 5 Kg Kg Kg Liter Liter Liter Kg 5 Kg Bh Liter M2 M2 M2 M2 M2 Bh Bh Bh Bh Bh Bh Bh
HPS
ONGKOS HARGA SATUAN ANGKUT KE DI LOKASI LOKASI KERJA KERJA
(Rp)
(Rp)
(Rp)
5
6
11
1,100.00 2,500.00 12,500.00 35,000.00 47,500.00 87,500.00 48,000.00 58,700.00 70,091.00 25,000.00 27,000.00 9,500.00 35,000.00 35,000.00 55,000.00 55,000.00 60,000.00 60,000.00 60,000.00 60,000.00 60,000.00 30,000.00 30,000.00 15,000.00 65,000.00 21,000.00 21,000.00 15,000.00 5,500.00 15,000.00 20,000.00 25,000.00 7,500.00 15,000.00 110,000.00 200,000.00 65,000.00 92,000.00 170,000.00 50,000.00 50,000.00 15,000.00 35,000.00 170,000.00 170,000.00 1,400,000.00
100.00 500.00 500.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 500.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 2,000.00 1,000.00 1,000.00 1,000.00 1,000.00 200.00 250.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 500.00 500.00 500.00 4,000.00 4,000.00 4,000.00 4,000.00
1,200.00 3,000.00 13,000.00 37,000.00 49,500.00 89,500.00 50,000.00 60,700.00 72,091.00 27,000.00 29,000.00 10,000.00 37,000.00 37,000.00 57,000.00 57,000.00 62,000.00 62,000.00 62,000.00 62,000.00 62,000.00 32,000.00 32,000.00 17,000.00 67,000.00 23,000.00 23,000.00 17,000.00 6,500.00 16,000.00 21,000.00 26,000.00 7,700.00 15,250.00 115,000.00 205,000.00 70,000.00 97,000.00 175,000.00 50,500.00 50,500.00 15,500.00 39,000.00 174,000.00 174,000.00 1,404,000.00
HARGA SATUAN BAHAN FABRIKASI SPESIFIKASI / MERK / MODEL / SATUAN UKURAN
No.
JENIS BAHAN
1
2
3
4
92 93
Kloset Duduk / Lengkap Wastafel IJUK Kunci Pintu 1 Slaag Kunci Pintu 2 Slaag Grendel Jendela Kait Angin Engsel Jendela Kuningan Engsel Pintu Kuningan Lis Profil 5 cm Kertas Ampelas Mur / Baut / Beugel / Angker Box Sekring Box Sekring MCB MCB MCB MCB Saklar Tunggal Tanam Saklar Ganda Tanam Saklar Tunggal Timbul Saklar Ganda Timbul Stop Kontak Tanam Stop Kontak Timbul Titik Lampu Lampu Pijar Lampu Pijar Lampu Pijar Lampu Pijar Lampu Pijar Lampu Pijar Lampu Pijar Lampu Pijar Lampu Jari-jari Lampu Jari-jari Mur / Baut / Beugel / Angker Lem Putih Multiplek Kunci KM/WC Fiber Glass Rol Cat Flincote Tarikan Jendela Kitchen sink Aluminium Kran Air Dapur Type Bebek Lampu Taman (Lengkap)
TOTO INA / TOTO
Bh Bh Kg Bh Bh Bh Bh Bh Bh M' Lbr Kg Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh kg m²
94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136
Cap Kuda Terbang Cap SES
1 Group 2 Group 2 Ampere 4 Ampere 6 Ampere 10 Ampere
5 Watt 10 Watt 15 Watt 25 Watt 40 Watt 60 Watt 75 Watt 100 Watt 14 Watt Philips 25 Watt Philips
12 mm Cap Kuda Terbang
Bh Bh Bh kg Bh Bh Bh Bh
HPS
ONGKOS HARGA SATUAN ANGKUT KE DI LOKASI LOKASI KERJA KERJA
(Rp)
(Rp)
5
6
1,400,000.00 1,100,000.00 25,000.00 110,000.00 215,000.00 7,500.00 5,000.00 7,500.00 11,000.00 17,500.00 4,000.00 12,500.00 53,000.00 85,000.00 45,000.00 45,000.00 55,000.00 65,000.00 25,000.00 30,000.00 23,000.00 27,000.00 27,500.00 25,000.00 5,000.00 3,500.00 4,500.00 4,500.00 5,000.00 6,000.00 7,000.00 8,500.00 12,500.00 37,500.00 47,500.00 125.00 45,000.00 125,000.00 65,000.00 125,000.00 25,000.00 15,000.00 12,000.00 350,000.00 35,000.00 225,000.00
4,000.00 4,000.00 200.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 700.00 700.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00 500.00
(Rp) 11
1,404,000.00 1,104,000.00 25,200.00 110,500.00 215,500.00 8,000.00 5,500.00 8,000.00 11,500.00 18,000.00 4,500.00 13,000.00 53,500.00 85,500.00 45,500.00 45,500.00 55,500.00 65,500.00 25,500.00 30,500.00 23,500.00 27,500.00 28,000.00 25,500.00 5,500.00 4,000.00 5,000.00 5,000.00 5,500.00 6,500.00 7,500.00 9,000.00 13,000.00 38,200.00 48,200.00 625.00 45,500.00 125,500.00 65,500.00 125,500.00 25,500.00 15,500.00 12,500.00 350,500.00 35,500.00 225,500.00
HARGA SATUAN BAHAN FABRIKASI No.
JENIS BAHAN
1
2
137 138 139 140 141
Daun Pintu dan Kusen PVC Panel Listri dan Asesories Fiting Kabel NYM 2x2,5 mm Kabel NYM 3x2,5 mm
SPESIFIKASI / MERK / MODEL / SATUAN UKURAN
3
4
Pabrikasi Broco Broco
Bh unit Bh M' M'
HPS
ONGKOS HARGA SATUAN ANGKUT KE DI LOKASI LOKASI KERJA KERJA
(Rp)
(Rp)
5
6
450,000.00 250,000.00 2,500.00 8,000 9,500
(Rp) 11
500.00 500.00 500.00 500.00 500.00
450,500.00 250,500.00 3,000.00 8,500.00 10,000.00
