RENCANA ANGGARAN BIAYA PAKET PEKERJAAN VOLUME PROYEK/BAGIAN PROYEK TAHUN ANGGARAN JENIS PEKERJAAN
No. A
B
C
Mobilisasi dan Demobilisasi 00 Mobilisasi 01 Demobilisasi Sub. Total A
SATUAN VOLUME
HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
ls ls
1.00 1.00
18,900,000.00 18,900,000.00
18,900,000.00 18,900,000.00 37,800,000.00
m2 m3 m3 m3
100.00 300.00 751.00 517.00
2,563 28,442 35,301 93,588
256,250.00 8,532,675.00 26,511,051.00 48,384,737.50 83,684,713.50
m2 m3 m3 m3 m3 kg m2 m3 m2
100.00 500.00 351.00 2,390.00 3.40 374.00 27.00 24.00 560.00
2,563 28,442 11,688 398,294 1,258,197 15,910 21,065 235,680 12,730
256,250.00 14,221,125.00 4,102,312.50 951,922,062.50 4,277,868.10 5,950,461.55 568,755.00 5,656,310.00 7,128,800.00
Saluran Pengelak
1 2 3 4
10 20 30 40
Pembersihan Lokasi
1
61 70
Pembersihan Lokasi
Galian Tanah dengan Alat Berat Timbunan tanah dipadatkan Timbunan Karung Pasir Sub. Total B Bendung Tawangsari
2 3 4 5 6 7 8 9 D
: II : BENDUNG TAWANGSARI : 1 Unit : PIKITRING JBN/PLTA AMPELGADING : 2009
80 90 100 110 130 140 150
Galian Tanah dengan Alat Berat Timbunan Kembali
Pasangan batu kali 1pc:3ps Beton K.175 (termasuk bikisting) Penulangan Plesteran Bronjong (2 x 1 x 0,5) Siaran 1pc:3ps
Sub. Total C Saluran Pengarah dan Kantong Lumpur 1 170 Pembersihan Lokasi 2 180 Galian Tanah dengan Alat Berat 3 190 Pasangan batu kali 1pc:3ps 4 200 Plesteran 5 210 Siaran 1pc:3ps 6 220 Beton K.175 (termasuk bikisting) 7 230 Penulangan Sub. Total D
993,827,694.65 m2 m3 m3 m2 m2 m3 kg
Total ( A + B +C + D ) PPn 10% JUMLAH BIAYA KESELURUHAN PEMBULATAN
154.00 3,410.00 594.00 58.00 139.18 6.85 753.50
2,563 28,442 398,294 21,065 12,730 1,258,197 15,910
394,625.00 96,988,072.50 236,586,487.50 1,221,770.00 1,771,760.33 8,618,646.03 11,988,429.89 357,569,791.25 1,472,882,199.40 147,288,219.94 1,620,170,419.34 1,620,170,000.00
DAFTAR HARGA SATUAN DASAR SEWA ALAT PEKERJAAN KONSTRUKSI TAHUN ANGGARAN 2004 BAGIAN PROYEK PLTA BRANTAS No.
MACAM ALAT / KAPASITAS
SATUAN
SEWA (Rp)
1
2
3
4
1 2 3 4 5 6
Back Hoe,7 ton Bulldozer Concrete Mixer Concrete Vibrator Dump Truck , 4 ton Water Tank
Jam Jam Jam Jam Jam Jam
160,000.00 143,000.00 60,000.00 21,450.00 78,650.00 65,780.00
DAFTAR HARGA SATUAN DASAR MATERIAL PEKERJAAN KONSTRUKSI
NO.
URAIAN
SATUAN
1
2
3
1 2 3 4 5 6 7 8 9 10 11 12 13
Batu Pecah 15/20 Besi Beton Ulir Gravel 2/3 Karung pasir Kawat Beton Kawat Galvano 4 mm Kayu Meranti Balok/Papan Paku kayu Pasir Cor Pasir Pasang Pasir Urug Semen PC @ 50 kg Solar
M3 Kg M3 bh Kg Kg M3 kg M3 m3 m3 zak Ltr
HARGA SATUAN (Rp) 4 90,000 6,375 90,000 1,500 7,000 7,000 1,100,000 8,000 85,000 85,000 63,000 28,500 1,650
DAFTAR HARGA SATUAN DASAR UPAH TENAGA PEKERJAAN KONSTRUKSI TAHUN ANGGARAN 2003 BAGIAN PROYEK PLTA BRANTAS NOMOR
URAIAN
SATUAN
1
2
3
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Mandor Kepala Tukang Kayu Kepala Tukang Batu Kepala Tukang Besi Tukang Kayu Tukang Batu Tukang Besi Tukang Cat Tukang Pipa Tukang Anyam Tk.bongkar bekisting Pekerja Pengemudi Operator
org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr
UPAH (Rp.) 4 37,500.00 33,000.00 33,000.00 33,000.00 28,600.00 27,500.00 26,400.00 25,000.00 26,400.00 26,400.00 21,875.00 21,875.00 31,250.00 35,000.00
RENCANA WAKTU PELAKSANAAN (DURASI) PAKET : II PEKERJAAN : BENDUNG TAWANGSARI VOLUME : 1 Unit PROYEK/BAGIAN PROYEK : PIKITRING JBN/PLTA AMPELGADING TAHUN ANGGARAN : 2009
No.
JENIS PEKERJAAN
SATUAN VOLUME
Tenaga
(kelompok/hari) A
B
C
D
Durasi (hari)
Durasi Dibulatkan (hari)
Mobilisasi dan Demobilisasi 00 Mobilisasi 01 Demobilisasi
ls ls
1.00 1.00
1.00 1.00
5.00 5.00
5.00 5.00
Saluran Pengelak 10 Pembersihan Lokasi 20 Galian Tanah dengan Alat Berat 30 Timbunan Tanah dipadatkan 40 Timbunan Karung Pasir
m2 m3 m3 m3
100.00 300.00 751.00 517.00
10.00 1.00 1.00 35.00
1.00 3.00 3.76 10.34
1.00 3.00 4.00 11.00
Bendung Tawangsari 61 Pembersihan Lokasi 70 Galian Tanah dengan Alat Berat 80 Timbunan Kembali 90 Pasangan batu kali 1pc:3ps 100 Beton K.175 (termasuk bikisting) 110 Penulangan 130 Plesteran 140 Bronjong (2 x 1 x 0,5) 150 Siaran
m2 m3 m3 m3 m3 kg m2 m3 m2
125.00 500.00 351.00 2,390.00 3.40 374.00 27.00 24.00 560.00
10.00 1.00 15.00 20.00 6.00 6.00 3.00 5.00 15.00
1.25 5.00 11.70 158.94 3.40 3.74 3.60 10.40 13.44
2.00 5.00 12.00 159.00 4.00 4.00 4.00 11.00 14.00
Saluran Pengarah dan Kantong Lumpur 170 Pembersihan Lokasi 180 Galian Tanah dengan Alat Berat 190 Pasangan batu kali 1pc:3ps 200 Plesteran 210 Siaran 1pc:3ps 220 Beton K.175 (termasuk bikisting) 230 Penulangan
m2 m3 m3 m2 m2 m3 kg
154.00 3,410.00 594.00 58.00 139.18 6.85 753.50
10.00 1.00 20.00 3.00 3.00 6.00 7.00
1.54 34.10 39.50 7.73 16.70 6.85 6.46
2.00 35.00 40.00 8.00 17.00 7.00 7.00
HARGA SATUAN PEKERJAAN 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
Item Pekerjaan Alat bantu dan pengamanan Besi Siku (100 x 75 x 7) Beton K 125/Lantai Kerja Beton K.175 (termasuk bikisting) Beton K.225 (termasuk bikisting) Shootcrete lindungan tebing Bronjong (2 x 1 x 0,5) Clearing dan Stripping Galian tanah Galian Tanah dengan Alat Berat Jacking Boring Kanopy Atap seng gelombang Lapisan pasir Pasangan batu kali 1pc:3ps Peil Scale Pembersihan Lokasi Pembongkaran Pengadaan Pipa steel Pengeringan/dewatering Penulangan Penutup Man Hole Plesteran Pompa grouting Sambungan Las Siaran 1pc:3ps Support Block Tangga Besi Beton D32 Temporary Sheet Pile, Panjang 6 meter Timbunan tanah dipadatkan Timbunan Karung Pasir Timbunan Kembali
Satuan ls kg m3 m3 m3 m3 m3 m2 m3 m3 m ls m3 m3 bh m2 ls kg lks kg kg m2 lks bh unit bh kg m m3 m3 m3
Harga Satuan 11,496,500 9,500 465,350 1,258,197 1,357,120 465,350 235,680 15,434 23,000 28,442 6,211,000 400,000 82,538 398,294 150,000 2,563 3,000,000 15,000 2,000,000 15,910 16,598 21,065 2,000,000 1,065,000 12,730 516,208 15,910 150,000 35,301 93,588 11,688
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp. ) Dasar analisa NO. 1.
URAIAN
: : : : :
Pembersihan m2 2,562.50 Referensi
SATUAN VOLUME
HARGA SAT. Rp.
BAHAN Sub Total 1
2.
TENAGA Pekerja Mandor
org/hr org/hr
Sub Total 2 3.
JML.HARGA Rp.
0.1000 0.0100
21,875 37,500
2,187.50 375.00 2,562.50
ALAT Sub Total 3 TOTAL
2,562.50 2,562.50
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
URAIAN BAHAN Solar
: : : : :
Galian tanah ( dg.alat) m3 28,442 Taksiran SAT.
VOLUME
HARGA SAT. (Rp)
ltr
3.5400
1,650
5,841 5,841
org/hr org/hr org/hr org/hr
0.0100 0.0400 0.1300 0.0400
37,500 35,000 21,875 31,250
375 1,400 2,844 1,250 5,869
jam jam
0.0800 0.0500
160,000 78,650
12,800 3,933 16,733
Sub Total 1 2.
3.
TENAGA Mandor Operator Pekerja Pengemudi Sub Total 2 ALAT Back Hoe,7 ton Dump Truck , 4 ton Sub Total 3
JML.HARGA (Rp)
TOTAL
28,442
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN
: : : : :
Timbunan Karung Pasir m3 93,588 DD.Cost.Es.no.39 SAT.
BAHAN 3 m Pasir urug Karung Pasir bh Sub Total 1 TENAGA Tukang batu org/hr Pekerja org/hr Sub Total 2 ALAT Sub Total 3
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
1.0000 10.0000
63,000 1,500
63,000.0 15,000.0 78,000.0
0.0100 0.7000
27,500 21,875
275.0 15,312.5 15,587.5
TOTAL
93,587.5
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
URAIAN
: : : : :
Timbunan kembali m3 11,688 BOW SAT.
VOLUME
HARGA SAT. Rp.
BAHAN Sub Total 1
2.
JML.HARGA Rp.
TENAGA Mandor Pekerja
org/hr org/hr
0.0200 0.5000
37,500 21,875
750 10,938
Sub Total 2 3.
ALAT Sub Total 3
TOTAL
11,688
0.5000 Pekerja 0.0200 Mandor
=
1 m3/hari
175.5000 Pekerja 7.0200 Mandor
=
351 m3/hari 1
Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Batu Pecah 15/20 Semen PC @ 50 kg Pasir pasang Sub Total 1 TENAGA Mandor Kepala tukang besi Tukang batu Pekerja Sub Total 2 ALAT Concrete Mixer Sub Total 3
: : : : :
Pasangan batu kali 1pc:3ps 3 m 398,294 DD.Cost.Es.no11 HARGA SAT. Rp.
JML.HARGA Rp.
SAT.
VOLUME
m3 zak 3 m
1.2000 5.0000 0.4800
90,000 28,500 85,000
108,000 142,500 40,800 291,300
org/hr org/hr org/hr org/hr
0.1300 0.2000 0.6700 1.3300
37,500 33,000 27,500 21,875
4,875 6,600 18,425 29,094 58,994
jam
0.8000
60,000
48,000 48,000 398,294
TOTAL
Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. A
URAIAN
Beton 1. BAHAN Gravel 2/3 Pasir Cor Semen PC @ 50 kg Sub Total 1 2. TENAGA Mandor Kepala tukang batu Tukang Batu Pekerja Sub Total 2 3. ALAT Concrete mixer Concrete vibrator Sub Total 3
B 1
2
: : : : :
Beton K.175 (termasuk bikisting) 3 m 1,258,197 Cost.E no.8 HARGA SAT. Rp.
JML.HARGA Rp.
SAT.
VOLUME
m3 m3 zak
0.8200 0.5400 6.5800
90,000 85,000 28,500
73,800 45,900 187,530 307,230
org/hr org/hr org/hr org/hr
0.3000 0.1000 1.0000 6.0000
37,500 33,000 27,500 21,875
11,250 3,300 27,500 131,250 173,300
Jam Jam
0.6400 0.7700
60,000 21,450
38,400 16,517 54,917
0.4000 4.0000
1,100,000 8,000
440,000 32,000 472,000
0.1000 0.5000 5.0000 2.0000 2.0000
37,500 33,000 28,600 21,875 21,875
3,750 16,500 143,000 43,750 43,750 250,750
Bekisting Bahan 3 Kayu meranti balok/papan m Paku kayu kg Sub Total 4 Tenaga Mandor org/hr Kepala tukang kayu org/hr Tukang kayu org/hr TK.bongkar bekisting org/hr Pekerja org/hr Sub Total 5 TOTAL
1,258,197
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
: : : : :
URAIAN
Penulangan kg 15,910 DD.Cost.Es.no7 SAT.
BAHAN Besi Beton Ulir Kawat beton Sub Total 1 TENAGA Mandor Kepala tukang besi Tukang besi Pekerja Sub Total 2 ALAT Alat bantu 15% Tenaga Sub Total 3
VOLUME
kg kg
org/hr org/hr org/hr org/hr
HARGA SAT. Rp.
JML.HARGA Rp.
110 2
6,375 7,000
701,250 14,000 715,250
0.4500 2.2500 6.0000 6.0000
37,500 33,000 26,400 21,875
16,875 74,250 158,400 131,250 380,775
Jumlah Biaya per 100 kg Harga Satuan per 1 kg
57,116 57,116 1,591,033 15,910
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Semen PC @ 50 kg Pasir Pasang Sub Total 1 TENAGA Mandor Kepala tukang batu Tukang batu Pekerja Sub Total 2 ALAT Sub Total 3
: : : : :
Plesteran t=1,5 cm , 1pc:4ps m2 21,065 BOW.G50.p SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
zak m3
0.1300 0.02
28,500 85,000
3,705 1,700 5,405
org/hr org/hr org/hr org/hr
0.0200 0.0200 0.2000 0.4000
37,500 33,000 27,500 21,875
750 660 5,500 8,750 15,660 -
TOTAL
21,065
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Pasir Pasang Semen PC @ 50 kg Sub Total 1 TENAGA Mandor Kepala tukang batu Tukang batu Pekerja Sub Total 2 ALAT Sub Total 3
: : : : :
Siaran 1pc:2ps m2 12,730 BOW. G.51c SAT.
3
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
m zak
0.0100 0.1100
85,000 28,500
850 3,135 850
org/hr org/hr org/hr org/hr
0.0100 0.0100 0.1200 0.3600
37,500 33,000 27,500 21,875
375 330 3,300 7,875 11,880 -
TOTAL
12,730
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.)/m3 Dasar analisa NO. 1.
2.
3.
: : : : :
URAIAN
Pasang Bronjong 0,5x1,0x2,0 3 m3 235,680 DD.Cost.Es.no.14 SAT.
BAHAN Kawat Galvano 4 mm Batu Pecah 15/20 Sub Total 1 TENAGA Mandor Tukang Anyam Pekerja Sub Total 2 ALAT Alat Bantu 6% dari Tenaga Sub Total 3
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
Kg m3
30.0000 3.0000
7,000 90,000
210,000 270,000 480,000
org/hr org/hr org/hr
0.1600 2.5000 6.5000
37,500 26,400 21,875
6,000 66,000 142,188 214,188
jam
0.0600
214,188
12,851 12,851
TOTAL per 3 m3 Per m3
707,039 235,680
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO.
URAIAN
: Timbunan tanah dengan alat m3 35,301 Detail design ( Cost estimate ) no.4
: : : SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
volume 50
1.
BAHAN Solar
2.1600
1,650
3,564 3,564
org/hr org/hr org/hr org/hr
0.0100 0.0800 0.0800 0.0400
37,500 35,000 21,875 31,250
375 2,800 1,750 1,250 6,175
0.50 4.00 4.00 2.00
jam jam jam jam
0.0200 0.0400 0.0400 0.2000
143,000 160,000 78,650 65,780
2,860 6,400 3,146 13,156 25,562
1.00 2.00 2.00 10.00
Sub Total 1 2.
3.
TENAGA Mandor Operator Pekerja Pengemudi Sub Total 2 ALAT Bulldozer Back Hoe,7 ton Dump Truck , 4 ton Water Tank Sub Total 3
Okt 108.00
ltr
TOTAL
35,301
Nop
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. A
URAIAN
Beton 1. BAHAN Gravel 2/3 Pasir Cor Semen PC @ 50 kg Sub Total 1 2. TENAGA Mandor Kepala tukang batu Tukang Batu Pekerja Sub Total 2 3. ALAT Concrete mixer Concrete vibrator Sub Total 3
B 1
2
Bekisting Bahan Kayu meranti balok/papan Paku kayu Sub Total 4 Tenaga Mandor Kepala tukang kayu Tukang kayu Tk.bongkar bekisting Pekerja Sub Total 5
: : : : : SAT.
3
Beton K.225 (termasuk bikisting) m3 1,357,120 DD.Cost.Es.no.9 VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
m m3 zak
0.8200 0.5400 8.2000
90,000 85,000 28,500
73,800 45,900 233,700 353,400
org/hr org/hr org/hr org/hr
0.3000 0.1000 1.0000 6.0000
37,500 33,000 27,500 21,875
11,250 3,300 27,500 131,250 173,300
jam jam
0.7400 0.9100
60,000 21,450
44,400 19,520 63,920
m3 kg
0.4000 4.0000
1,100,000 8,000
440,000 32,000 472,000
org/hr org/hr org/hr org/hr org/hr
0.1000 0.5000 5.0000 4.0000 2.0000
37,500 33,000 28,600 21,875 21,875
3,750 16,500 143,000 87,500 43,750 294,500
TOTAL
1,357,120
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Gravel 2/3 Pasir Cor Semen PC @ 50 kg Sub Total 1 TENAGA Mandor Kepala tukang batu Tukang Batu Pekerja Sub Total 2 ALAT Concrete mixer Sub Total 3
: : : : :
Beton K 125/Lantai Kerja m3 465,350 BOW.G44 SAT.
3
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
m m3 zak
0.8200 0.5400 4.7000
90,000 85,000 28,500
73,800 45,900 133,950 253,650
org/hr org/hr org/hr org/hr
0.3000 0.1000 1.0000 6.0000
37,500 33,000 27,500 21,875
11,250 3,300 27,500 131,250 173,300
Jam
0.6400
60,000
38,400 38,400
TOTAL
465,350
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
URAIAN BAHAN Solar
: : : : :
Galian Batu dengan Alat Berat m3 #VALUE! Cost.E.no3 SAT.
VOLUME
HARGA SAT. Rp.
ltr
3.9400
1,650
6,501 6,501
org/hr org/hr org/hr org/hr
0.0100 0.0400 0.1300 0.0400
37,500 35,000 21,875 31,250
375 1,400 2,844 1,250 5,869
160,000 78,650
12,800 3,933 #VALUE! #VALUE!
Sub Total 1 2.
3.
TENAGA Mandor Operator Pekerja Pengemudi Sub Total 2 ALAT Back Hoe,7 ton Dump Truck , 4 ton Hard Rock Breaker Sub Total 3
JML.HARGA Rp.
jam jam jam
TOTAL
0.0800 0.0500 0.0400 x
#VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
URAIAN BAHAN Pasir urug
: : : : :
Lapisan pasir m3 82,538 BOW. A 18 SAT.
m
3
VOLUME
HARGA SAT. Rp.
1.2000
63,000
75,600 75,600
0.0100 0.3000
37,500 21,875
375 6,563 6,938
Sub Total 1 2.
TENAGA Mandor Pekerja
org/hr org/hr Sub Total 2
3.
JML.HARGA Rp.
ALAT Sub Total 3 TOTAL
82,538
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Batu Pecah 5/7 Batu Pecah 15/20 Sub Total 1 TENAGA Mandor Operator Pekerja Sub Total 2 ALAT Road Roller 10 Ton Dump Truck , 4 ton Sub Total 3
: : : : :
Base Course m3 #VALUE! DD.Cost.Es.no25 SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
Kg m3
0.5100 0.6800
x 90,000
#VALUE! 61,200 #VALUE!
org/hr org/hr org/hr
0.9300 0.0200 0.9500
37,500 35,000 21,875
34,875 700 20,781 56,356
jam jam
TOTAL
0.010 x 0.051
78,650
#VALUE! 4,011 #VALUE! #VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
: : : : :
URAIAN BAHAN Sirtu
Sub Base Course m3 #VALUE! DD.Cost.Es.no25 SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
M3
1.2000
x
org/hr org/hr org/hr org/hr
0.0200 0.1800 0.0200 0.1800
37,500 35,000 31,250 21,875
750.00 6,300.00 625.00 3,937.50 11,612.50
jam jam jam jam
0.0200 0.0400 0.1200 0.0200
160,000 143,000 78,650 65,780
3,200.00 5,720.00 9,438.00 1,315.60 19,673.60
Sub Total 1 2.
TENAGA Mandor Operator Pengemudi Pekerja Sub Total 2
3.
ALAT Back Hoe,7 ton Bulldozer Dump Truck , 4 ton Water Tank Sub Total 3
TOTAL
#VALUE! #VALUE!
#VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.)/m2 Dasar analisa NO. 1.
: : : : :
URAIAN
Clearing dan Stripping 4 m2 15,434 DD.Cost.Es.no.18 SAT.
VOLUME
org/hr org/hr org/hr
0.0100 0.0200 0.4000
HARGA SAT. Rp.
JML.HARGA Rp.
BAHAN Sub Total 1
2.
TENAGA Mandor Operator Pekerja
37,500 35,000 21,875
375 700 8,750 9,825
143,000
429
78,650
#VALUE! 51,909 51,909
Sub Total 2 3.
ALAT Bulldozer Road roller 10 ton Dump Truck , 4 ton Sub Total 3
jam jam jam
Harga satuan per 4 m2 Harga satuan per m2
0.0030 0.0800 x 0.6600
61,734 15,434
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Pipa besi GIP 2' Sambungan Pipa Sub Total 1 TENAGA Mandor Kepala tukang besi Tukang besi Pekerja Sub Total 2 ALAT Alat bantu= 6% x upah Sub Total 3
: : : : :
24 Hand Rail dia. 2 " m #VALUE! DD.Cost.Es.no25 SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
btg M3
0.9000 0.3000
x x
org/hr org/hr org/hr org/hr
0.0900 0.3800 1.5000 0.9000
37,500 33,000 26,400 21,875
3,375 12,540 39,600 19,688 75,203
jam
0.2100
4,512
948 948
TOTAL
#VALUE! #VALUE! #VALUE!
#VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
: : : : :
URAIAN BAHAN Tanah Pilihan
Bahu Jalan m3 #VALUE! DD.Cost.Es.no23 SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
M3
1.2000
x
org/hr org/hr org/hr org/hr
0.0200 0.1800 0.0200 0.1800
37,500 35,000 31,250 21,875
750 6,300 625 3,938 11,613
jam jam jam jam
0.0200 0.0400 0.1200 0.0200
160,000 143,000 78,650 65,780
3,200 5,720 9,438 1,316 19,674
Sub Total 1 2.
TENAGA Mandor Operator Pengemudi Pekerja Sub Total 2
3.
ALAT Back Hoe,7 ton Bulldozer Dump Truck , 4 ton Water Tank Sub Total 3
TOTAL
#VALUE! #VALUE!
#VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Semen PC @ 50 kg Pasir Pasang Plamir tembok Cat Emco Minyak Cat Sub Total 1 TENAGA Mandor Kepala tukang batu Tukang batu Pekerja Sub Total 2 ALAT Alat bantu= 6% x upah Sub Total 3
: : : : :
30 Peil Scale bh #VALUE! DD.Cost.Es.no.25 SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
zak m3 kg kg liter
0.3000 0.0200 0.6500 0.0400 0.4700
28,500 85,000 x x x
8,550 1,700 #VALUE! #VALUE! #VALUE! #VALUE!
org/hr org/hr org/hr org/hr
0.0100 0.0200 0.2000 0.4000
37,500 33,000 27,500 21,875
375 660 5,500 8,750 15,285
jam
0.2100
917
193 193
TOTAL
#VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
: : : : :
URAIAN BAHAN Batu Kerikil Pasir Cor Aspal Curah
Penetrasi m3 #VALUE! DD.Cost.Es.no24 SAT.
VOLUME
HARGA SAT. Rp.
M3 M3 Kg
0.2100 0.2100 90.0000
x 85,000 x
#VALUE! 17,850 #VALUE! #VALUE!
org/hr org/hr org/hr
0.9300 0.0200 0.3000
37,500 35,000 21,875
34,875 700 6,563 42,138
Sub Total 1 2.
3.
TENAGA Mandor Operator Pekerja Sub Total 2 ALAT Road Roller 10 Ton Sub Total 3
JML.HARGA Rp.
jam
TOTAL
0.2100 x
#VALUE! #VALUE! #VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO.
URAIAN
: : : : : SAT.
BAHAN 3 m Kayu meranti Balok/Papan Paku kayu kg Sub Total 1 2. TENAGA Mandor org/hr Tukang Kayu org/hr Pekerja org/hr Sub Total 2 3. ALAT - Alat bantu = 6% x upah kerja Sub Total 3
11 Pasang bouwplank m 18,680 Taksiran VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
1.
0.0070 0.1540
1,409,700 8,570
9,867.90 1,319.78 11,187.68
0.0150 0.0550 0.1500
37,500 28,600 21,875
562.50 1,573.00 3,281.25 5,416.75 325.01 0.00
TOTAL 12.50%
16,604.43 2,075.55
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
URAIAN
: : : : :
Galian tanah biasa m3 23,000 DD.Cost.Es.no.1 SAT.
VOLUME
HARGA SAT. Rp.
BAHAN Sub Total 1
2.
TENAGA Mandor Pekerja
org/hr org/hr
Sub Total 2 3.
JML.HARGA Rp.
0.0300 1.0000
37,500 21,875
1,125 21,875 23,000
ALAT Sub Total 3 TOTAL
23,000
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
: : : : :
URAIAN
Gorong-gorong dia.1,5 m m #VALUE! DD.Cost.Es.no22 SAT.
BAHAN Beton K.125
m
3
VOLUME
HARGA SAT. Rp.
0.5500
465,350
255,943 255,943
0.0200 0.8200 2.7400
37,500 35,000 21,875
750 28,700 59,938 89,388
0.1800 x 0.5160
78,650
Sub Total 1 2.
3.
TENAGA Mandor Operator Pekerja
org/hr org/hr org/hr
Sub Total 2 ALAT Stamper Dump truck , 4 ton Sub Total 3
jam jam
Biaya per m D/2004/analis-04xls
JML.HARGA Rp.
#VALUE! 40,583 #VALUE! #VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
: : : : :
URAIAN
3 Gorong-gorong dia.1 m m #VALUE! DD.Cost.Es.no22 SAT.
BAHAN Beton K.125
m
3
VOLUME
HARGA SAT. Rp.
0.3800
465,350
176,833 176,833
0.0100 0.5700 2.2900
37,500 35,000 21,875
375 19,950 50,094 70,419
0.1500 x 0.4300
78,650
Sub Total 1 2.
3.
TENAGA Mandor Operator Pekerja
org/hr org/hr org/hr
Sub Total 2 ALAT Stamper Dump truck , 4 ton Sub Total 3
jam jam
Biaya per m
JML.HARGA Rp.
#VALUE! 33,820 #VALUE! #VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN
: : : : :
Gorong-gorong dia.0,2 m m #VALUE! DD.Cost.Es.no.19 SAT.
BAHAN Buis beton dia.0,20m-1m m Pasir urug m3 Sub Total 1 TENAGA Mandor org/hr Tukang batu org/hr Pekerja org/hr Sub Total 2 ALAT Stamper jam Sub Total 3 Biaya per m
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
1.0000 0.0200
x 63,000
#VALUE! 1,260 #VALUE!
0.0100 0.2500 0.5700
37,500 27,500 21,875
375 6,875 12,469 19,719
0.1500 x
#VALUE! #VALUE! #VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
URAIAN BAHAN Gravel 2/3
: : : : :
21 Screen Gravel m3 114,938 BOW.A18B SAT.
VOLUME
HARGA SAT. Rp.
m3
1.2000
90,000
108,000 108,000
org/hr org/hr
0.0100 0.3000
37,500 21,875
Sub Total 2
375 6,563 6,938
Sub Total 3
-
Sub Total 1 2.
3.
JML.HARGA Rp.
TENAGA Mandor Pekerja ALAT
TOTAL
114,938
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN
: : : : :
20 Drain hole dia.2"-0,6 m bh #VALUE! Taksiran SAT.
BAHAN Pipa PVC 2' x 4 m m Ijuk kg Sub Total 1 TENAGA Mandor org/hr Pekerja org/hr Sub Total 2 ALAT Alat bantu 6% tenaga hr Sub Total 3 TOTAL
VOLUME
HARGA SAT. JML.HARGA Rp. Rp.
0.1500 0.5000
x x
#VALUE! #VALUE! #VALUE!
0.0100 0.1500
37,500 21,875
375 3,281 3,656
0.0600
3,656
219 219 #VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN
: : : : :
Drai hole dia 2"- 3 m bh #VALUE! Taksiran SAT.
BAHAN Pipa PVC 2' x 4 m m Ijuk kg Sub Total 1 TENAGA Mandor org/hr Pekerja org/hr Sub Total 2 ALAT Alat bantu 6% tenaga hr Sub Total 3 TOTAL
VOLUME
HARGA SAT. JML.HARGA Rp. Rp.
1.0000 0.5000
x x
#VALUE! #VALUE! #VALUE!
0.0100 0.1500
37,500 21,875
375 3,281 3,656
0.0600
3,656
219.375 219.375 #VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
URAIAN BAHAN Rumput Bambu
: : : : :
Gebalan rumput m2 #VALUE! DD.Cost.Es.no5 SAT.
2
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
m buah
1 0.05
x x
org/hr org/hr
0.0100 0.1500
37,500 21,875
375 3,281 3,656
hr
0.0600
3,656
219
Sub Total 1 2.
TENAGA Mandor Pekerja Sub Total 2
3.
ALAT Alat bantu 6% tenaga Sub Total 3
TOTAL
#VALUE! #VALUE! #VALUE!
#VALUE!
PAKET PEK. NO.
Analisa Mobilisasi/ Demobilisasi : III : BENDUNG GROJOGAN DAN SALURAN HANTAR II URAIAN
SATUAN JUMLAH
A 1 2 3 4 5 6 7
PERALATAN Back hoe 0,40 m3 + Trailer ( 2bh) Bulldozer 6 t + Trailer ( 2 bh ) Dump Truck Road Roller Water Tank 4000 ltr Concrete Vibrator + Truck Concrete Mixer + Truck
Unit Unit Unit Unit Unit Unit Unit
4 4 2 2 2 2 2
B 1 2
FASILITAS Direksi keet Gudang
m2 m2
20 24
C 1 2 3 3 4 5 6 7
TENAGA Site Manager Pelaksana Mandor Mekanik Tukang Administrasi Logistik Pekerja
orang orang orang orang orang orang orang orang
1 4 16 2 25 4 4 75
TOTAL ( A + B + C )
JARAK Km
75 75 75 75 75 75 75
x x x x x x x x
H. SAT. Rp./Km
JML. HARGA
25,000 25,000 10,000 15,000 10,000 10,000 10,000
7,500,000 7,500,000 1,500,000 2,250,000 1,500,000 1,500,000 1,500,000 23,250,000
300,000 275,000
6,000,000 6,600,000 12,600,000
400,000 300,000 250,000 250,000 225,000 225,000 225,000 200,000
400,000 1,200,000 4,000,000 500,000 5,625,000 900,000 900,000 15,000,000 28,525,000 64,375,000
PAKET
Analisa Mobilisasi/ Demobilisasi : V. KOLAM PENAMPUNG
NO.
URAIAN
SATUAN JUMLAH
A 1 2 3 4 5 6 7 8 9
PERALATAN Back hoe 0,40 m3 + Trailer Bulldozer 6 t + Trailer Dump Truck Road Roller Water Tank 4000 ltr Concrete Vibrator + Truck Concrete Mixer + Truck Hard rock breaker Stamper
Unit Unit Unit Unit Unit Unit Unit Unit Unit
2 2 2 2 2 2 2 2 2
B 1 2
FASILITAS Direksi keet Gudang
m2 m2
20 24
JARAK Km
75 75 75 75 75 75 75 75 75
H. SAT. Rp./Km
25,000 25,000 10,000 15,000 10,000 10,000 10,000 10,000
3,750,000 3,750,000 1,500,000 2,250,000 1,500,000 1,500,000 1,500,000 1,500,000 17,250,000
300,000 275,000
6,000,000 6,600,000 12,600,000
300,000 250,000 250,000 225,000 225,000 225,000 200,000
600,000 750,000 250,000 675,000 225,000 225,000 4,000,000 6,725,000
Total C 1 2 3 4 5 6 7
TENAGA Pelaksana Mandor Mekanik Tukang Administrasi Logistik Pekerja
TOTAL ( A + B + C ) D.Analis-04 dup.04 revisi
orang orang orang orang orang orang orang
2 3 1 3 1 1 20
x x x x x x x
JML. HARGA
36,575,000
Analisa Mobilisasi/ Demobilisasi PAKET PEK. NO.
:I : BASE CAMP URAIAN
SATUAN JUMLAH
A 1 2 3 4 5 7
PERALATAN Back hoe 0,40 m3 + Trailer Bulldozer 6 t + Trailer Dump Truck Vibration Roller Water Tank 4000 ltr Concrete Mixer + Truck
Unit Unit Unit Unit Unit Unit
2 2 2 2 2 2
B 1 2
FASILITAS Direksi keet Gudang
m2 m2
20 24
C 1 1 2 3 4 5 6 7
TENAGA Site Manager Pelaksana Mandor Mekanik Tukang Administrasi Logistik Pekerja
orang orang orang orang orang orang orang orang
1 2 3 1 3 2 2 20
TOTAL ( A + B + C )
JARAK Km
75 75 75 75 75 75
x x x x x x x x
H. SAT. Rp./Km
JML. HARGA
25,000 25,000 10,000 15,000 10,000 10,000
3,750,000 3,750,000 1,500,000 2,250,000 1,500,000 1,500,000 14,250,000
300,000 275,000
6,000,000 6,600,000 12,600,000
350,000 300,000 250,000 250,000 225,000 225,000 225,000 200,000
350,000 600,000 750,000 250,000 675,000 450,000 450,000 4,000,000 7,525,000 34,375,000
Analisa Mobilisasi/ Demobilisasi PAKET : V PEK. : Terowong 930 M NO.
URAIAN
A 1 2 3 4 5 6 7 8 9 10 11
PERALATAN ( untuk 2 trip ) Excavator (2bh) +Trailler Crane (2bh) Concrete vibrator Tone Boring Machine (1bh)+Trailler. Jacking Pipe App.(2)+Trailler Ordinary Truck (1bh) Concrete Mixer (2bh)+ Truck crane Pompa grouting Generator (1bh) +truck mesin las Dump Truck
B 1
2 3
FASILITAS Direksi keet 1 buah (termasuk Meja tulis,Meja gambar, Meja kursi tamu,PPPK.). Gudang & Bengkel Asrama
C 1 2 3 3 4 5 6 7 8 9 10
TENAGA Pimpinan Pelaksana Teknik Konstruksi Peralatan Geologi Supertend / Quality Geodesi Sipil Kosntruksi Mechanical Pengukuran Administrasi Bidang Teknik
SATUAN JUMLAH
Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit
2 2 4 1 2 2 2 1 2 1 4
JARAK 2trip(km)
150 150 150 300 300 150 150 150 150 150 150
H. SAT. Rp./Km
25,000 20,000 5,000 30,000 30,000 10,000 10,000 15,000 15,000 15,000 10,000
JML. HARGA
7,500,000 6,000,000 3,000,000 9,000,000 18,000,000 3,000,000 3,000,000 2,250,000 4,500,000 2,250,000 6,000,000 64,500,000
TOTAL ( A + B + C )
m2
20
x
300,000
6,000,000
m2 Unit
40 1
x x
100,000 3,000,000
4,000,000 3,000,000 13,000,000
orang orang orang orang orang orang orang orang orang orang orang
1 1 4 4 4 4 3 3 3 1 1
x x x x x x x x x x x
300,000 300,000 200,000 200,000 200,000 200,000 200,000 150,000 150,000 150,000 150,000
300,000 300,000 800,000 800,000 800,000 800,000 600,000 450,000 450,000 150,000 150,000 5,600,000 83,100,000
Analisa Mobilisasi/ Demobilisasi PAKET : II PEK. : BENDUNG TAWANGSARI NO.
URAIAN
A 1 2 3 4 5 6 7 8
PERALATAN ( untuk 2 trip ) Excavator ( 1bh ) +Trailler Bulldozer (1bh)+ Trailler Ordinary Truck (2bh) Concrete Mixer (2bh)+ Truck crane Vibrator concrete Submersible Pump(1bh) Generator (1bh) +truck Dump Truck
B 1
2 3
FASILITAS Direksi keet 1 buah (termasuk Meja tulis,Meja gambar, Meja kursi tamu,PPPK.). Gudang & Bengkel Asrama
C 1 2 4 6 7 9 10
TENAGA Pimpinan Pelaksana (1org) Teknik Konstruksi (1org) Supertend / Quality (1org) Sipil Kosntruksi (1 org) Pengukuran ( 2 org) Administrasi (2 org) Bidang Teknik (2 org)
TOTAL ( A + B + C )
SATUAN JUMLAH
JARAK 2trip(km)
H. SAT. Rp./Km
JML. HARGA
Unit Unit Unit Unit Unit Unit Unit Unit
1 1 2 2 2 1 1 3
150 150 150 150 150 150 150 150
25,000 25,000 10,000 10,000 5,000 6,000 15,000 10,000
3,750,000 3,750,000 3,000,000 3,000,000 1,500,000 900,000 2,250,000 4,500,000 22,650,000
m2
20
x
300,000
6,000,000
m2 Unit
40 1
x x
100,000 3,000,000
4,000,000 3,000,000 13,000,000
orang orang orang orang orang orang orang
1 1 1 3 3 1 1
x x x x x x x
300,000 300,000 200,000 200,000 150,000 150,000 150,000
300,000 300,000 200,000 600,000 450,000 150,000 150,000 2,150,000 37,800,000
Analisa Mobilisasi/ Demobilisasi PAKET : IV PEK. : BENDUNG GROJOGAN NO.
URAIAN
A 1 2 3 4 5 6 7 8 9 10
PERALATAN ( untuk 2 trip ) Excavator ( 1bh ) +Trailler Bulldozer (1bh)+ Trailler Ordinary Truck (1bh) Concrete Mixer (2bh)+ Truck crane Submersible Pump(1bh) Generator (1bh) +truck Vibrator concrete Road Roller Water Tanker Dump Truck
B 1
2 3
FASILITAS Direksi keet 1 buah (termasuk Meja tulis,Meja gambar, Meja kursi tamu,PPPK.). Gudang & Bengkel Asrama
C 1 6 7 9 10
TENAGA Pimpinan Pelaksana (1org) Sipil Kosntruksi (2 org) Pengukuran ( 1 org) Administrasi (1 org) Bidang Teknik (1 org)
TOTAL ( A + B + C )
SATUAN JUMLAH
Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit
1 1 1 2 1 1 2 1 1 2
m2
JARAK 2trip(km)
150 150 150 150 150 150 150 150 150 150
H. SAT. Rp./Km
JML. HARGA
25,000 25,000 10,000 10,000 6,000 15,000 5,000 25,000 10,000 10,000
3,750,000 3,750,000 1,500,000 3,000,000 900,000 2,250,000 1,500,000 3,750,000 1,500,000 3,000,000 24,900,000
20
300,000
6,000,000
m2 Unit
40 1
100,000 3,000,000
4,000,000 3,000,000 13,000,000
orang orang orang orang orang
1 3 3 1 1
300,000 200,000 150,000 150,000 150,000
300,000 600,000 450,000 150,000 150,000 1,650,000
x x x x x
39,550,000
Analisa Mobilisasi/ Demobilisasi PAKET : III PEK. : SALURAN HANTAR I+II NO.
URAIAN
A 1 2 3 4 5 6 7
PERALATAN ( untuk 2 trip ) Excavator (2bh) +Trailler Ordinary Truck (1bh) Concrete Mixer (2bh)+ Truck crane Submersible Pump(3) Generator (1bh) +truck Concrete Vibrator Dump Truck
B 1
2 3
FASILITAS Direksi keet 1 buah (termasuk Meja tulis,Meja gambar, Meja kursi tamu,PPPK.). Gudang & Bengkel Asrama
C 1 2 3 3 4 5 6 7 8 9 10
TENAGA Pimpinan Pelaksana Teknik Konstruksi Peralatan Geologi Supertend / Quality Geodesi Sipil Kosntruksi Mechanical Pengukuran Administrasi Bidang Teknik
SATUAN JUMLAH
Unit Unit Unit Unit Unit Unit Unit
2 2 3 3 1 3 2
JARAK 2trip(km)
150 150 150 150 150 150 150
H. SAT. Rp./Km
25,000 10,000 10,000 6,000 15,000 5,000 10,000
JML. HARGA
7,500,000 3,000,000 4,500,000 2,700,000 2,250,000 2,250,000 3,000,000 25,200,000
TOTAL ( A + B + C )
m2
20
x
300,000
6,000,000
m2 Unit
40 1
x x
100,000 3,000,000
4,000,000 3,000,000 13,000,000
orang orang orang orang orang orang orang orang orang orang orang
1 1 4 4 4 4 3 3 3 1 1
x x x x x x x x x x x
300,000 300,000 200,000 200,000 200,000 200,000 200,000 150,000 150,000 150,000 150,000
300,000 300,000 800,000 800,000 800,000 800,000 600,000 450,000 450,000 150,000 150,000 5,600,000 43,800,000
Analisa Mobilisasi/ Demobilisasi PAKET : VI PEK. : KOLAM PENAMPUNG NO.
URAIAN
A 1 2 3 4 5 6 7 8 9
PERALATAN ( untuk 2 trip ) Excavator ( 1bh ) +Trailler Bulldozer (1bh)+ Trailler Ordinary Truck (2bh) Concrete Mixer (2bh)+ Truck crane Submersible Pump(1bh) Generator (1bh) +truck Water tanker Dump Truck Concrete Vibrator
B 1
2 3
FASILITAS Direksi keet 1 buah (termasuk Meja tulis,Meja gambar, Meja kursi tamu,PPPK.). Gudang & Bengkel Asrama
C 1 2 4 6 7 9 10
TENAGA Pimpinan Pelaksana (1org) Teknik Konstruksi (1org) Supertend / Quality (1org) Sipil Kosntruksi (1 org) Pengukuran ( 2 org) Administrasi (2 org) Bidang Teknik (2 org)
TOTAL ( A + B + C )
SATUAN JUMLAH
JARAK 2trip(km)
H. SAT. Rp./Km
JML. HARGA
Unit Unit Unit Unit Unit Unit Unit Unit Unit
1 1 1 2 1 1 1 1 2
150 150 150 150 150 150 150 150 150
25,000 25,000 10,000 10,000 6,000 15,000 10,000 10,000 5,000
3,750,000 3,750,000 1,500,000 3,000,000 900,000 2,250,000 1,500,000 1,500,000 1,500,000 19,650,000
m2
20
x
300,000
6,000,000
m2 m2
40 1
x x
100,000 3,000,000
4,000,000 3,000,000 13,000,000
orang orang orang orang orang orang orang
1 1 1 3 3 1 1
x x x x x x x
300,000 300,000 200,000 200,000 150,000 150,000 150,000
300,000 300,000 200,000 600,000 450,000 150,000 150,000 2,150,000 34,800,000
Analisa Mobilisasi/ Demobilisasi PAKET : I PEK. : BASE CAMP NO.
URAIAN
A 1 2 3 4 5 6
PERALATAN ( untuk 2 trip ) Bulldozer (1bh)+ Trailler Ordinary Truck (1bh) Concrete Mixer (2bh)+ Truck crane Pompa air Tone Boring Machine (1bh)+Truck crane. Dump Truck
B 1
2 3
FASILITAS Direksi keet 1 buah (termasuk Meja tulis,Meja gambar, Meja kursi tamu,PPPK.). Gudang & Bengkel Asrama
C 1 6 7 9 10
TENAGA Pimpinan Pelaksana (1org) Sipil Kosntruksi (2 org) Pengukuran ( 1 org) Administrasi (1 org) Bidang Teknik (1 org)
TOTAL ( A + B + C )
SATUAN JUMLAH
Unit Unit Unit Unit Unit Unit
1 2 2 1 1 1
m2
JARAK 2trip(km)
300 150 150 150 150 150
H. SAT. Rp./Km
JML. HARGA
25,000 10,000 10,000 500 20,000 10,000
7,500,000 3,000,000 3,000,000 75,000 3,000,000 1,500,000 18,075,000
20
350,000
7,000,000
m2 Unit
40 1
100,000 3,000,000
4,000,000 3,000,000 14,000,000
orang orang orang orang orang
1 3 3 1 1
300,000 200,000 150,000 150,000 150,000
300,000 600,000 450,000 150,000 150,000 1,650,000
x x x x x
33,725,000
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
2.
3.
URAIAN BAHAN Gedeg Bambu Kawat Sub Total 1 TENAGA Mandor Kepala tukang kayu Tukang Kayu Pekerja Sub Total 2 ALAT Alat Pelancip Bodem Keranjang Sub Total 3
: : : : :
22 Coffering Ls 27,610 DD.Cost.Es.no20 SAT.
VOLUME
HARGA SAT. Rp.
JML.HARGA Rp.
lbr bh kg
0.0800 0.0300 0.0400
17,000 6,000 7,000
1,360 180 280 1,540
org/hr org/hr org/hr org/hr
0.0380 0.0050 0.0460 1.0370
37,500 33,000 28,600 21,875
1,425 165 1,316 22,684 25,590
bh bh bh
0.0800 0.0300 0.0400
6,000 5,000 3,000
480 150 120 480
TOTAL
27,610 Total Dibulatkan
3,313,197 3,313,000
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Kuantitas Pekerjaan Satuan Harga satuan ( Rp.) Dasar analisa NO. 1.
: :
22 Pengadaan Pipa steel, ID 1400mm,t=15 mm 3139.05 kg kg #VALUE! DD.Cost.Es.no.48
: : :
URAIAN
HARGA SAT. JML.HARGA Rp. Rp.
SAT.
VOLUME
bt
3,139.0500
x
org/hr org/hr org/hr
0.1400 0.2900 0.8600
37,500 26,400 21,875
5,250 7,656 18,813 31,719
bh bh
1.0000 1.0000
3,000,000 250,000
3,000,000 250,000 3,000,000
BAHAN Pipa steel (6m)
Sub Total 1 2.
TENAGA Mandor Tukang besi Pekerja Sub Total 2
3.
ALAT Trailler Pengangkut Crane Pengangkat Sub Total 3
TOTAL
#VALUE! #VALUE!
#VALUE!
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) NO. 1
URAIAN TENAGA Mandor Pekerja Mekanik Operator
: : : : Rp.
Pipe Jacking m 6,211,000 HARGA SAT. Rp.
VOLUME
org/hr org/hr org/hr org/hr
0.2000 1.6500 0.5000 0.5000
37,500 21,875 37,500 35,000
7,500 36,094 18,750 17,500 79,844
2.15 2.15 2.15 2.15 2.15
2,300,000 190,000 62,000 100,000 200,000
4,945,000 408,500 133,300 215,000 430,000 6,131,800
Sub Total 2 2
PERALATAN Jacking Machine' Compressor Pompa submersible Genset Crane 10 ton
jam jam jam jam jam
Total Dibulatkan
d.2004.rev.148674832.xls.ms_officeJACKING5/30/2013
JML.HARGA Rp.
SAT.
6,211,644 6,211,000
ANALISA HARGA SATUAN PEKERJAAN Nomor analisa Jenis Pekerjaan Satuan Harga satuan ( Rp.) NO. 1
: : : : Rp.
URAIAN TENAGA Mekanik Operator
Dewatering/Pengeringan Jam 100,000 HARGA SAT. Rp.
VOLUME
org/hr org/hr
0.0500 0.0500
37,500 35,000
1,875 1,750 3,625
jam jam
1 1
23,200 65,000
23,200 65,000 88,200
lt
5
1,650
8,250
Sub Total 2 2
3
PERALATAN Pompa submersible Genset BAHAN Solar
Total Dibulatkan
d.2004.rev.148674832.xls.ms_officeDewatering 5/30/2013
JML.HARGA Rp.
SAT.
100,075 100,000
