Descripción: Campo petrolero del Norte de Monagas.
PRESENTASI STRUKTUR GANTUNG
BOQ
BOQFull description
Rencana anggara biaya untuk pekerjaan bandara, merukapakan pekrjaan yang bergerak di bidang teknik sipilDeskripsi lengkap
Full description
BILL OF QUANTITY (BOQ) KEGIATAN
:
Pembangunan Jembatan
PEKERJAAN
:
Pemb. Jembatan Gantung Desa Omu
LOKASI
:
Desa Omu Kec. Gumbasa
TAHUN ANGGARAN :
No
2012
URAIAN PEKERJAAN
JUMLAH HARGA
I. PEKE PEKERJA RJAAN AN PERSI PERSIAP APAN AN II PEKE PEKERJA RJAAN AN TANA TANAH H III. PEKERJAAN PEKERJAAN STRUKT STRUKTUR UR DAN PASANGAN PASANGAN IV. PEKERJAAN KABEL KABEL DAN BESI PENGGANTUNG PENGGANTUNG SERTA AKSESORIS V. PEKE PEKERJA RJAAN AN KAY KAYU U VI. PEKERJAAN PEKERJAAN LAIN-LAIN LAIN-LAIN
(A)
Jumlah Harga Pekerjaan ( termasuk Biaya Umum dan Keuntungan )
(B)
Pajak Pertambahan Nilai ( PPN ) = 10% x (A)
(C) JUMLAH TOTAL HARGA PEKERJAAN PEKERJAAN = (A) + (B) (D)
DIBULATKAN
Terbilang :
Disetujui : KEPALA BIDANG BINA MARGA DINAS PU KAB. SIGI KUASA PENGGUNAN ANGGARAN
MOHAMAD RIZAL, ST.M.si Nip. 19691027 200012 1 003
Sigi Biromaru, 2012 PEJABAT PELAKSANA TEKNIS KEGIATAN
JOHANSYAH HALMAN, ST Nip. 19830427 201001 1 007
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HARGA PERKIRAAN SENDIRI (HPS) KEGIATAN
: Pembangunan Jembatan
PEKERJAAN
: Pemb. Jembatan Gantung Desa Omu
LOKASI TAHUN ANGGARAN
: Desa Omu Kec. Gumbasa : 2012
No
URAIAN PEKERJAAN
SATUAN VOLUME HARGA SATUAN
I.
PEKERJAAN PERSIAPAN
1
Pek. Pembersihan Lokasi
Ls
1 . 0 00
2
Pek. Pengu kuran dan Pemasangan Bouwplank
Ls
1. 000
II.
PEKERJAAN TANAH
1
Pek. Galian Tanah
M³
39. 864
2
Pek. Urugan Pasir Dibawah Lantai/P ondasi
M³
1 . 3 20
3
Pekerjaan Timbunan Tanah Pilihan
M³
60. 000
III. PEKERJAAN STRUKTUR DAN PASANGAN
1
Pek. Beton Bertulang K250 Untuk Tiang Phylon
M³
12 . 3 7 6
2
Pek. Beton Bertulang K250 Untuk Balok Phylon
M³
2. 520
3
Pek. Beton Bertulang K250 Untuk Telapak Ph Phylon
M³
4. 284
4
Pek. Beton Cycloop P ondasi Phylon
M³
23 . 7 7 6
5
Pek. Beton Bertulang U/ Angkur Block Kabel Utama
M³
21 . 1 2 0
6
Pek. Beton Tak Bertulang K175 Untuk La Lantai Kerja
M³
1. 320
6
Pek. Beton Tak Bertulang K175 Untuk Ra Rabat Oprit
M³
5. 400
7
Pek. Pasangan Batu Kali Pada Oprit
M³
25. 500
8 9
Pek Pek. Aci Acian an Pada Pada Pyl Pylon dan dan Ang Angku kurr Pek Pek. Pl Plesteran Pa Pada Op Oprit
2
M
2
M
115.720 60.000
IV. PEKERJAAN KABEL DAN BESI PENGGANTUNG SERTA AKSESORIS
1 2
Pek Pek. Kabe abel Utama ama Ø 1 1/2" Pek Pek. Kabe abel Utama ama Baw Bawah Ø 1 "
M1 1
M
1
237.000 199.000
3
Pek Pek. Bes Besi Peng Pengga gant ntun ung g Ø 14 mm
M
488.800
4
Pas. Klem Besi Penggantung Bag. Atas
set
94. 000
5
Pas. Klem Besi Penggantung Bag. Bawah
set
94. 000
JUMLAH HARGA
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V. PEKERJAAN KAYU
1
Pek. Balok Gelagar Melintang 10/15
M³
1. 931
2
Pek. Balok Gelagar Memanjang 8/12
M³
3. 360
2
3
Pek. La Lantai Papan 4/ 4/20
M
3.150
4
Pek. Tiang Sandaran 6/10
M³
0 . 62 9
5
Pek. Balok Sandaran 6/10
M³
2. 520
6
Pek. Balok Gapit 2 x 6/10
M³
1. 087
7
Pek. Mur, Baut dan Beugel
Ls
1 . 000
VI. PEKERJAAN LAIN-LAIN
1
Finishing Akhir ( Pembersihan & Pengecatan )
Ls
1. 000
2
Doku mentasi dan P elaporan
Ls
1 . 0 00
REAL COST
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ANALISA HARGA SATUAN PEKERJAAN KEGIATAN
:
Pembangunan Jembatan
PEKERJAAN
:
Pemb. Jembatan Gantung Desa Omu
LOKASI
:
Desa Omu Kec. Gumbasa
TAHUN ANGGARAN
:
2012
1 M3
Galian Tanah
0.900
Oh Oh
Pekerja
@
=
0.045
Oh Oh
Ma Mandor
@
=
1 M3
Urugan Kembali
0.192
Oh Oh
Pekerja
@
=
0.019
Oh Oh
Ma Mandor
@
=
1 M3
Urugan Pasir Dibawah Pondasi dan Lantai
1.200
M3
Pasir Urug
@
=
0.300
Oh Oh
Pekerja
@
=
0.010
Oh Oh
Ma Mandor
@
=
1 M3
Urugan Sirtu/Tanah Pilihan
1.200
M3
Sirtu/ Tanah Pilihan
@
=
0.250
Oh Oh
Pekerja
@
=
0.025
Oh Oh
Ma Mandor
@
=
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1 M3
Pasangan Batu Kali 1 : 4
1.200
M3
Batu Kali / Batu Belah
@
=
163.000
Kg Kg
Semen
@
=
Pasir Pasang
@
=
3
0.520
M
0.600
Oh Oh
Tu Tukang
@
=
0.060
Oh
Kepala Tukang
@
=
1.500
Oh Oh
Pekerja
@
=
0.075
Oh Oh
Ma Mandor
@
=
1 M3
Pasangan beton Siklop
0.480
M3
Batu Kali / Batu Belah
@
=
194.000
Kg Kg M3
Semen
@
=
Pasir Pasang
@
=
Kerikil
@
=
0.312
3
0.468
M
0.850
Oh Oh
Tu Tukang
@
=
0.085
Oh
Kepala Tukang
@
=
3.000
Oh Oh
Pekerja
@
=
0.150
Oh Oh
Ma Mandor
@
=
1 M3
Cor Beton Tumbuk K 175
0.870
M3
Kerikil
@
=
326.000
Kg Kg M3
Semen
@
=
Pasir Beton
@
=
Koral Beton
@
=
0.520
3
0.044
M
0.250
Oh Oh
Tu Tukang
@
=
0.025
Oh
Kepala Tukang
@
=
1.650
Oh Oh
Pekerja
@
=
0.080
Oh Oh
Ma Mandor
@
=
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1 M3
Cor Beton Tumbuk K250
0.780
M3
Kerikil
@
=
384.000
Kg Kg
Semen
@
=
0.520
m3
Pasir Beton
@
=
Koral Beton
@
=
3
0.780
M
0.275
Oh Oh
Tu Tukang
@
=
0.028
Oh
Kepala Tukang
@
=
1.650
Oh Oh
Pekerja
@
=
0.083
Oh Oh
Ma Mandor
@
=
1 Kg
Pem Pembesi besian an deng dengan an Besi Besi Polos olos
1.100
Kg
Besi beton (polos/ulir)
@
=
0.020
Kg
Kawat beton
@
=
0.025
Org Or
Pekerja
@
=
0.005
Org
Tukang besi
@
=
0.0007
Org
Kepala tukang
@
=
0.0050
Org Or
Mandor
@
=
Pasang Bekesting M3 0.040 Kayu Klas III
@
=
0.400
Kg
Paku Biasa
@
=
0.330
Oh Oh
Tu Tukang
@
=
0.033
Oh
Kepala Tukang
@
=
0.660
Oh Oh
Pekerja
@
=
0.033
Oh Oh
Ma Mandor
@
=
1 M2
1 M3
1M
3
Cor Beton Bertulang 1 : 2 : 3 Untuk pylon
Cor Beton Bertulang 1 : 2 : 3
@
1 15
Besi Beton
@
7 .8 6
Pasang Bekesting
@
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1 M3
1M
3
Cor Beton Bertulang 1 : 2 : 3 Untuk balok
Cor Beton Bertulang 1 : 2 : 3
@
1 35
Besi Beton
@
7 .8 6
Pasang Bekesting
@
1 M3
Cor Beton Bertulang 1 : 2 : 3 Untuk tapak
1M
3
Cor Beton Bertulang 1 : 2 : 3
@
1 00
Besi Beton
@
2.6
Pasang Bekesting
@
1 M3
1M
3
Cor Beton Bertulang 1 : 2 : 3 Untuk angkur
Cor Beton Bertulang 1 : 2 : 3
@
Besi Beton
@
1 .5 4
Pasang Bekesting
@
1 M2
Plesteran Dinding Camp. 1 : 4
75
0.020
M3
Pasir Pasang
@
=
5.200
Kg Kg
Semen
@
=
0.150
Oh Oh
Tu Tukang
@
=
0.015
Oh
Kepala Tukang
@
=
0.200
Oh Oh
Pekerja
@
=
h
M
d
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1 M2
Acian
3.250
Kg Kg
Semen
@
=
0.100
Oh Oh
Tu Tukang
@
=
0.010
Oh
Kepala Tukang
@
=
0.150
Oh Oh
Pekerja
@
=
0.075
Oh Oh
Ma Mandor
@
=
1 M3
Pekerjaan Gelagar Kayu
4.0000
Oh
Pekerja
@
=
0.2000
Oh
Mandor
@
=
12.0000
Oh
Tukang Kayu
@
=
1.2000
Oh
Kepala Tukang Kayu
1.1000
M3
Kayu Kelas I
@
=
0.8000
Kg
Paku Biasa
@
=
1 M2
=
Pekerjaan Lantai Kayu
0.0440
M3
Papan Kayu Klas I
0.100
Kg
Paku biasa 2" - 5"
@
=
0.150
Oh
Pekerja
@
=
0.450
Oh
Tukang kayu
@
=
0.045
Oh
Kepala tukang
0.075
Oh
Mandor
1 M3
=
= @
=
Pekerjaan Gapit, Tiang dan Balok Sandaran
2.0000
Oh
Pekerja
@
=
0.1000
Oh
Mandor
@
=
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1 Buah
Pasang Klem Penggantung Atas
1.000
Buah
Klem Besi 3 mm
@
=
3.000
Buah
Baut 12
@
=
0.150
Oh Oh
Tu Tukang
@
=
0.015
Oh
Kepala Tukang
@
=
0.015
Oh Oh
Pekerja
@
=
0.005
Oh Oh
Ma Mandor
@
=
1 Buah
Pasang Klem Penggantung Bawah
1.000
Buah
Klem Besi 3 mm
@
=
3.000
Buah
Baut 12
@
=
0.150
Oh Oh
Tu Tukang
@
=
0.015
Oh
Kepala Tukang
@
=
0.015
Oh Oh
Pekerja
@
=
0.005
Oh Oh
Ma Mandor
@
=
1 M1
Pekerjaan Besi Kabel/Sling Utama 1 1/2"
1.000
M1
Besi Kabel/Sling 1 1/2"
@
=
0.250
Oh Oh
Tu Tukang
@
=
0.070
Oh
Kepala Tukang
@
=
0.500
Oh Oh
Pekerja
@
=
0.070
Oh Oh
Ma Mandor
@
=
1 M1
Pekerjaan Besi Kabel/Sling Angin 1"
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1 M1
Pekerjaan Besi Penggantung Dia 14 mm
1.000
M1
Besi Beton Dia 14 mm
@
=
0.050
Oh Oh
Tu Tukang
@
=
0.025
Oh
Kepala Tukang
@
=
0.100
Oh Oh
Pekerja
@
=
0.013
Oh Oh
Ma Mandor
@
=
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DAFTAR HARGA BAHAN & UPAH KEGIATAN
:
Pembangunan Jembatan
PEKERJAAN
:
Pemb. Jembatan Gantung Desa Omu
LOKASI
:
Desa Omu Kec. Gumbasa
TAHUN ANGGARAN
:
2012
No
JENIS BAHAN & UPAH
HARGA
SATUAN
A.
BAHAN
1
Pasir Pasang
m³
2
Pasir Beton/Cor
m³
3
Pasir Urug
m³
4
Tanah Urug
m³
5
batu pecah
m³
6
Semen Portland
Zak Kg
7
Batu Kali / Batu Batu Belah
m³
8
Kayu Klas II
m³
9
Paku Biasa
Kg
10
Besi Beton
Kg
11
Kawat Beton
Kg
12
Kayu Klas III
m³
13
B a t u B at a
14
Besi Penggantung Ø 14 mm
Buah m'
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B.
UPAH
1
Pek Pekerja
Org / Hari ari
2
Tukang
Org / Hari
3
Kepala Tukang
Org / Hari
4
Mandor
Org / Hari
Palu, Juni 2009 PT. TOTAL PRAKASA UTAMA Engineering Consultant
