RAB BENDUNG (Roundup Koefisien)

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