rab bendung (roundup koefisien)

RENCANA ANGGARAN BIAYA

PAKET : IIPEKERJAAN : BENDUNG TAWANGSARI VOLUME : 1 UnitPROYEK/BAGIAN PROYEK : PIKITRING JBN/PLTA AMPELGADINGTAHUN ANGGARAN : 2009

HARGA JUMLAHNo. JENIS PEKERJAAN SATUAN VOLUME SATUAN HARGA

(Rp) (Rp)

A Mobilisasi dan Demobilisasi00 Mobilisasi ls 1.00 18,900,000.00 18,900,000.00 01 Demobilisasi ls 1.00 18,900,000.00 18,900,000.00

Sub. Total A 37,800,000.00

B Saluran Pengelak

1 ### Pembersihan Lokasi 100.00 2,563 256,250.00

2 ### Galian Tanah dengan Alat Berat 300.00 28,442 8,532,675.00

3 ### Timbunan tanah dipadatkan 751.00 35,301 26,511,051.00

4 ### Timbunan Karung Pasir 517.00 93,588 48,384,737.50

Sub. Total B 83,684,713.50

C Bendung Tawangsari

1 ### Pembersihan Lokasi 100.00 2,563 256,250.00

2 ### Galian Tanah dengan Alat Berat 500.00 28,442 14,221,125.00

3 80 Timbunan Kembali 351.00 11,688 4,102,312.50

4 90 Pasangan batu kali 1pc:3ps 2,390.00 398,294 951,922,062.50

5 100 Beton K.175 (termasuk bikisting) 3.40 1,258,197 4,277,868.10 6 110 Penulangan kg 374.00 15,910 5,950,461.55

7 130 Plesteran 27.00 21,065 568,755.00

8 140 Bronjong (2 x 1 x 0,5) 24.00 235,680 5,656,310.00

9 150 Siaran 1pc:3ps 560.00 12,730 7,128,800.00

Sub. Total C 993,827,694.65 D Saluran Pengarah dan Kantong Lumpur

1 170 Pembersihan Lokasi 154.00 2,563 394,625.00

2 180 Galian Tanah dengan Alat Berat 3,410.00 28,442 96,988,072.50

3 190 Pasangan batu kali 1pc:3ps 594.00 398,294 236,586,487.50

4 200 Plesteran 58.00 21,065 1,221,770.00

5 210 Siaran 1pc:3ps m2 139.18 12,730 1,771,760.33

6 220 Beton K.175 (termasuk bikisting) 6.85 1,258,197 8,618,646.03 7 230 Penulangan kg 753.50 15,910 11,988,429.89

Sub. Total D 357,569,791.25

Total ( A + B +C + D ) ###PPn 10% 147,288,219.94

JUMLAH BIAYA KESELURUHAN ###PEMBULATAN ###

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DAFTAR HARGA SATUAN DASAR SEWA ALAT

PEKERJAAN KONSTRUKSI TAHUN ANGGARAN 2004BAGIAN PROYEK PLTA BRANTAS

No. MACAM ALAT / KAPASITAS SATUAN SEWA (Rp)

1 2 3 4

1 Back Hoe,7 ton Jam 160,000.002 Bulldozer Jam 143,000.003 Concrete Mixer Jam 60,000.004 Concrete Vibrator Jam 21,450.005 Dump Truck , 4 ton Jam 78,650.006 Water Tank Jam 65,780.00

DAFTAR HARGA SATUAN DASAR MATERIAL

PEKERJAAN KONSTRUKSI

HARGA

NO. URAIAN SATUAN SATUAN

(Rp)

1 2 3 4

1 Batu Pecah 15/20 M3 90,000 2 Besi Beton Ulir Kg 6,375 3 Gravel 2/3 M3 90,000 4 Karung pasir bh 1,500 5 Kawat Beton Kg 7,000 6 Kawat Galvano 4 mm Kg 7,000 7 Kayu Meranti Balok/Papan M3 1,100,000 8 Paku kayu kg 8,000 9 Pasir Cor M3 85,000 10 Pasir Pasang m3 85,000 11 Pasir Urug m3 63,000 12 Semen PC @ 50 kg zak 28,500

13 Solar Ltr 1,650

DAFTAR HARGA SATUAN DASAR UPAH TENAGA

PEKERJAAN KONSTRUKSI TAHUN ANGGARAN 2003BAGIAN PROYEK PLTA BRANTAS

NOMOR URAIAN SATUANUPAH

(Rp.)

1 2 3 4

1 Mandor org/hr 37,500.002 Kepala Tukang Kayu org/hr 33,000.003 Kepala Tukang Batu org/hr 33,000.004 Kepala Tukang Besi org/hr 33,000.005 Tukang Kayu org/hr 28,600.006 Tukang Batu org/hr 27,500.007 Tukang Besi org/hr 26,400.008 Tukang Cat org/hr 25,000.009 Tukang Pipa org/hr 26,400.00

10 Tukang Anyam org/hr 26,400.0011 Tk.bongkar bekisting org/hr 21,875.0012 Pekerja org/hr 21,875.0013 Pengemudi org/hr 31,250.0014 Operator org/hr 35,000.00

RENCANA WAKTU PELAKSANAAN (DURASI)

PAKET : IIPEKERJAAN : BENDUNG TAWANGSARI VOLUME : 1 UnitPROYEK/BAGIAN PROYEK : PIKITRING JBN/PLTA AMPELGADINGTAHUN ANGGARAN : 2009

No. JENIS PEKERJAAN SATUAN VOLUME Tenaga Durasi Durasi Dibulatkan

(kelompok/hari) (hari) (hari)

A Mobilisasi dan Demobilisasi

00 Mobilisasi ls 1.00 1.00 5.00 5.00

01 Demobilisasi ls 1.00 1.00 5.00 5.00

B Saluran Pengelak

10 Pembersihan Lokasi 100.00 10.00 1.00 1.00

20 Galian Tanah dengan Alat Berat 300.00 1.00 3.00 3.00

30 Timbunan Tanah dipadatkan 751.00 1.00 3.76 4.00

40 Timbunan Karung Pasir 517.00 35.00 10.34 11.00

C Bendung Tawangsari


70 Galian Tanah dengan Alat Berat 500.00 1.00 5.00 5.00

80 Timbunan Kembali 351.00 15.00 11.70 12.00

90 Pasangan batu kali 1pc:3ps 2,390.00 20.00 158.94 159.00

100 Beton K.175 (termasuk bikisting) 3.40 6.00 3.40 4.00 110 Penulangan kg 374.00 6.00 3.74 4.00

130 Plesteran 27.00 3.00 3.60 4.00

140 Bronjong (2 x 1 x 0,5) 24.00 5.00 10.40 11.00

150 Siaran 560.00 15.00 13.44 14.00

D Saluran Pengarah dan Kantong Lumpur


180 Galian Tanah dengan Alat Berat 3,410.00 1.00 34.10 35.00

190 Pasangan batu kali 1pc:3ps 594.00 20.00 39.50 40.00

200 Plesteran 58.00 3.00 7.73 8.00

210 Siaran 1pc:3ps m2 139.18 3.00 16.70 17.00

220 Beton K.175 (termasuk bikisting) 6.85 6.00 6.85 7.00 230 Penulangan kg 753.50 7.00 6.46 7.00

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HARGA SATUAN PEKERJAAN

No. Item Pekerjaan Satuan Harga Satuan

1 Alat bantu dan pengamanan ls 11,496,500 2 Besi Siku (100 x 75 x 7) kg 9,500 3 Beton K 125/Lantai Kerja m3 465,350 4 Beton K.175 (termasuk bikisting) m3 1,258,197 5 Beton K.225 (termasuk bikisting) m3 1,357,120 6 Shootcrete lindungan tebing m3 465,350 7 Bronjong (2 x 1 x 0,5) m3 235,680 8 Clearing dan Stripping m2 15,434 9 Galian tanah m3 23,000

10 Galian Tanah dengan Alat Berat m3 28,442 11 Jacking Boring m 6,211,000 12 Kanopy Atap seng gelombang ls 400,000 13 Lapisan pasir m3 82,538 14 Pasangan batu kali 1pc:3ps m3 398,294 15 Peil Scale bh 150,000 16 Pembersihan Lokasi m2 2,563 17 Pembongkaran ls 3,000,000 18 Pengadaan Pipa steel kg 15,000 19 Pengeringan/dewatering lks 2,000,000 20 Penulangan kg 15,910 21 Penutup Man Hole kg 16,598 22 Plesteran m2 21,065 23 Pompa grouting lks 2,000,000 24 Sambungan Las bh 1,065,000 25 Siaran 1pc:3ps unit 12,730 26 Support Block bh 516,208 27 Tangga Besi Beton D32 kg 15,910 28 Temporary Sheet Pile, Panjang 6 meter m 150,000 29 Timbunan tanah dipadatkan m3 35,301 30 Timbunan Karung Pasir m3 93,588 31 Timbunan Kembali m3 11,688

ANALISA HARGA SATUAN PEKERJAAN

Nomor analisa :Jenis Pekerjaan : Pembersihan

Satuan :Harga satuan ( Rp. ) : 2,562.50 Dasar analisa : Referensi

NO. URAIAN SATUAN VOLUMEHARGA SAT. JML.HARGA

Rp. Rp.

1. BAHANSub Total 1 -

2. TENAGAPekerja org/hr 0.1000 21,875 2,187.50 Mandor org/hr 0.0100 37,500 375.00

Sub Total 2 2,562.50 3. ALAT

Sub Total 3 - 2,562.50

TOTAL 2,562.50

m2


Nomor analisa :Jenis Pekerjaan : Galian tanah ( dg.alat)

Satuan :Harga satuan ( Rp.) : 28,442 Dasar analisa : Taksiran

NO. URAIAN SAT. VOLUMEHARGA SAT. JML.HARGA

(Rp) (Rp)

1. BAHANSolar ltr 3.5400 1,650 5,841

Sub Total 1 5,841 2. TENAGA

Mandor org/hr 0.0100 37,500 375 Operator org/hr 0.0400 35,000 1,400 Pekerja org/hr 0.1300 21,875 2,844 Pengemudi org/hr 0.0400 31,250 1,250

Sub Total 2 5,869 3. ALAT

Back Hoe,7 ton jam 0.0800 160,000 12,800 Dump Truck , 4 ton jam 0.0500 78,650 3,933

Sub Total 3 16,733

TOTAL 28,442

m3


Nomor analisa :Jenis Pekerjaan : Timbunan Karung Pasir

Satuan :Harga satuan ( Rp.) : 93,588 Dasar analisa : DD.Cost.Es.no.39


Rp. Rp.

1. BAHAN

Pasir urug 1.0000 63,000 63,000.0 Karung Pasir bh 10.0000 1,500 15,000.0

Sub Total 1 78,000.0 2. TENAGA

Tukang batu org/hr 0.0100 27,500 275.0 Pekerja org/hr 0.7000 21,875 15,312.5


Sub Total 3 -

TOTAL 93,587.5

m3

m3


Nomor analisa :Jenis Pekerjaan : Timbunan kembali

Satuan :Harga satuan ( Rp.) : 11,688 Dasar analisa : BOW


Rp. Rp. 0.5000

1. BAHAN 0.0200 Sub Total 1 -

2. TENAGA 175.5000 Mandor org/hr 0.0200 37,500 750 7.0200 Pekerja org/hr 0.5000 21,875 10,938

Sub Total 23. ALAT

Sub Total 3 -

TOTAL 11,688

m3

PekerjaMandor = 1 m3/hari

PekerjaMandor = 351 m3/hari

1

Nomor analisa :Jenis Pekerjaan : Pasangan batu kali 1pc:3ps

Satuan :Harga satuan ( Rp.) : 398,294 Dasar analisa : DD.Cost.Es.no11


Rp. Rp.

1. BAHAN

Batu Pecah 15/20 1.2000 90,000 108,000 Semen PC @ 50 kg zak 5.0000 28,500 142,500

Pasir pasang 0.4800 85,000 40,800 Sub Total 1 291,300

2. TENAGAMandor org/hr 0.1300 37,500 4,875 Kepala tukang besi org/hr 0.2000 33,000 6,600 Tukang batu org/hr 0.6700 27,500 18,425 Pekerja org/hr 1.3300 21,875 29,094


Concrete Mixer jam 0.8000 60,000 48,000 Sub Total 3 48,000

TOTAL 398,294

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Nomor analisa :Jenis Pekerjaan : Beton K.175 (termasuk bikisting)

Satuan :Harga satuan ( Rp.) : 1,258,197 Dasar analisa : Cost.E no.8


Rp. Rp.A Beton

1. BAHAN

Gravel 2/3 0.8200 90,000 73,800

Pasir Cor 0.5400 85,000 45,900 Semen PC @ 50 kg zak 6.5800 28,500 187,530


Mandor org/hr 0.3000 37,500 11,250 Kepala tukang batu org/hr 0.1000 33,000 3,300 Tukang Batu org/hr 1.0000 27,500 27,500 Pekerja org/hr 6.0000 21,875 131,250


Concrete mixer Jam 0.6400 60,000 38,400 Concrete vibrator Jam 0.7700 21,450 16,517

Sub Total 3 54,917

B Bekisting

1 Bahan

Kayu meranti balok/pa 0.4000 1,100,000 440,000 Paku kayu kg 4.0000 8,000 32,000

Sub Total 4 472,000 2 Tenaga

Mandor org/hr 0.1000 37,500 3,750 Kepala tukang kayu org/hr 0.5000 33,000 16,500 Tukang kayu org/hr 5.0000 28,600 143,000 TK.bongkar bekisting org/hr 2.0000 21,875 43,750 Pekerja org/hr 2.0000 21,875 43,750

Sub Total 5 250,750

TOTAL 1,258,197

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Nomor analisa :Jenis Pekerjaan : Penulangan Satuan : kgHarga satuan ( Rp.) : 15,910 Dasar analisa : DD.Cost.Es.no7


Rp. Rp.

1. BAHANBesi Beton Ulir kg 110 6,375 701,250 Kawat beton kg 2 7,000 14,000


Mandor org/hr 0.4500 37,500 16,875 Kepala tukang besi org/hr 2.2500 33,000 74,250 Tukang besi org/hr 6.0000 26,400 158,400 Pekerja org/hr 6.0000 21,875 131,250


Alat bantu 15% Tenaga 57,116 Sub Total 3 57,116

Jumlah Biaya per 100 kg 1,591,033

Harga Satuan per 1 kg 15,910


Nomor analisa :Jenis Pekerjaan : Plesteran t=1,5 cm , 1pc:4ps

Satuan :Harga satuan ( Rp.) : 21,065 Dasar analisa : BOW.G50.p


Rp. Rp.

1. BAHANSemen PC @ 50 kg zak 0.1300 28,500 3,705

Pasir Pasang 0.02 85,000 1,700 Sub Total 1 5,405

2. TENAGAMandor org/hr 0.0200 37,500 750 Kepala tukang batu org/hr 0.0200 33,000 660 Tukang batu org/hr 0.2000 27,500 5,500 Pekerja org/hr 0.4000 21,875 8,750


Sub Total 3 -

TOTAL 21,065

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Nomor analisa :Jenis Pekerjaan : Siaran 1pc:2ps

Satuan :Harga satuan ( Rp.) : 12,730 Dasar analisa : BOW. G.51c


Rp. Rp.

1. BAHAN

Pasir Pasang 0.0100 85,000 850 Semen PC @ 50 kg zak 0.1100 28,500 3,135

Sub Total 1 850 2. TENAGA

Mandor org/hr 0.0100 37,500 375 Kepala tukang batu org/hr 0.0100 33,000 330 Tukang batu org/hr 0.1200 27,500 3,300 Pekerja org/hr 0.3600 21,875 7,875


Sub Total 3 -

TOTAL 12,730

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m3


Nomor analisa :Jenis Pekerjaan : Pasang Bronjong 0,5x1,0x2,0Satuan : 3 m3Harga satuan ( Rp.)/m3 : 235,680 Dasar analisa : DD.Cost.Es.no.14


Rp. Rp.

1. BAHANKawat Galvano 4 mm Kg 30.0000 7,000 210,000

Batu Pecah 15/20 3.0000 90,000 270,000 Sub Total 1 480,000

2. TENAGAMandor org/hr 0.1600 37,500 6,000 Tukang Anyam org/hr 2.5000 26,400 66,000 Pekerja org/hr 6.5000 21,875 142,188


Alat Bantu 6% dari Tenaga jam 0.0600 214,188 12,851 Sub Total 3 12,851

TOTAL per 3 m3 707,039

Per m3 235,680

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Nomor analisa :Jenis Pekerjaan Timbunan tanah dengan alat

Satuan :Harga satuan ( Rp.) : 35,301 Dasar analisa : Detail design ( Cost estimate ) no.4


Rp. Rp. volume50

1. BAHAN Okt NopSolar ltr 2.1600 1,650 3,564 108.00


Mandor org/hr 0.0100 37,500 375 0.50Operator org/hr 0.0800 35,000 2,800 4.00Pekerja org/hr 0.0800 21,875 1,750 4.00Pengemudi org/hr 0.0400 31,250 1,250 2.00


Bulldozer jam 0.0200 143,000 2,860 1.00Back Hoe,7 ton jam 0.0400 160,000 6,400 2.00Dump Truck , 4 ton jam 0.0400 78,650 3,146 2.00Water Tank jam 0.2000 65,780 13,156 10.00

Sub Total 3 25,562

TOTAL 35,301

m3


Nomor analisa :Jenis Pekerjaan : Beton K.225 (termasuk bikisting)

Satuan :Harga satuan ( Rp.) : 1,357,120 Dasar analisa : DD.Cost.Es.no.9


Rp. Rp.A Beton

1. BAHAN

Gravel 2/3 0.8200 90,000 73,800





Concrete mixer jam 0.7400 60,000 44,400 Concrete vibrator jam 0.9100 21,450 19,520

Sub Total 3 63,920

B Bekisting

1 Bahan

Kayu meranti balok/papan 0.4000 1,100,000 440,000 Paku kayu kg 4.0000 8,000 32,000

Sub Total 4 472,000 2 Tenaga

Mandor org/hr 0.1000 37,500 3,750 Kepala tukang kayu org/hr 0.5000 33,000 16,500 Tukang kayu org/hr 5.0000 28,600 143,000 Tk.bongkar bekisting org/hr 4.0000 21,875 87,500 Pekerja org/hr 2.0000 21,875 43,750

Sub Total 5 294,500

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m3

TOTAL 1,357,120


Nomor analisa :Jenis Pekerjaan : Beton K 125/Lantai Kerja

Satuan :Harga satuan ( Rp.) : 465,350 Dasar analisa : BOW.G44


Rp. Rp.

1. BAHAN

Gravel 2/3 0.8200 90,000 73,800





Concrete mixer Jam 0.6400 60,000 38,400 Sub Total 3 38,400

TOTAL 465,350

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m3

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Nomor analisa :Jenis Pekerjaan : Galian Batu dengan Alat Berat

Satuan :Harga satuan ( Rp.) : #VALUE!Dasar analisa : Cost.E.no3


Rp. Rp.

1. BAHANSolar ltr 3.9400 1,650 6,501


Mandor org/hr 0.0100 37,500 375 Operator org/hr 0.0400 35,000 1,400 Pekerja org/hr 0.1300 21,875 2,844 Pengemudi org/hr 0.0400 31,250 1,250


Back Hoe,7 ton jam 0.0800 160,000 12,800 Dump Truck , 4 ton jam 0.0500 78,650 3,933 Hard Rock Breaker jam 0.0400 x #VALUE!

Sub Total 3 #VALUE!

TOTAL #VALUE!

m3


Nomor analisa :Jenis Pekerjaan : Lapisan pasir

Satuan :Harga satuan ( Rp.) : 82,538 Dasar analisa : BOW. A 18


Rp. Rp.

1. BAHAN

Pasir urug 1.2000 63,000 75,600 Sub Total 1 75,600

2. TENAGAMandor org/hr 0.0100 37,500 375 Pekerja org/hr 0.3000 21,875 6,563


Sub Total 3

TOTAL 82,538

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m3


Nomor analisa :Jenis Pekerjaan : Base CourseSatuan : m3Harga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no25


Rp. Rp.

1. BAHANBatu Pecah 5/7 Kg 0.5100 x #VALUE!

Batu Pecah 15/20 0.6800 90,000 61,200 Sub Total 1 #VALUE!

2. TENAGAMandor org/hr 0.9300 37,500 34,875 Operator org/hr 0.0200 35,000 700 Pekerja org/hr 0.9500 21,875 20,781


Road Roller 10 Ton jam 0.010 x #VALUE!Dump Truck , 4 ton jam 0.051 78,650 4,011

Sub Total 3 #VALUE!

TOTAL #VALUE!

m3


Nomor analisa :Jenis Pekerjaan : Sub Base CourseSatuan : m3Harga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no25


Rp. Rp.

1. BAHANSirtu M3 1.2000 x #VALUE!

Sub Total 1 #VALUE!2. TENAGA

Mandor org/hr 0.0200 37,500 750.00 Operator org/hr 0.1800 35,000 6,300.00 Pengemudi org/hr 0.0200 31,250 625.00 Pekerja org/hr 0.1800 21,875 3,937.50


Back Hoe,7 ton jam 0.0200 160,000 3,200.00 Bulldozer jam 0.0400 143,000 5,720.00 Dump Truck , 4 ton jam 0.1200 78,650 9,438.00 Water Tank jam 0.0200 65,780 1,315.60

Sub Total 3 19,673.60

TOTAL #VALUE!


Nomor analisa :Jenis Pekerjaan : Clearing dan StrippingSatuan : 4 m2Harga satuan ( Rp.)/m2 : 15,434 Dasar analisa : DD.Cost.Es.no.18


Rp. Rp.

1. BAHANSub Total 1

2. TENAGAMandor org/hr 0.0100 37,500 375 Operator org/hr 0.0200 35,000 700 Pekerja org/hr 0.4000 21,875 8,750


Bulldozer jam 0.0030 143,000 429 Road roller 10 ton jam 0.0800 x #VALUE!Dump Truck , 4 ton jam 0.6600 78,650 51,909

Sub Total 3 51,909

Harga satuan per 4 m2 61,734

Harga satuan per m2 15,434


Nomor analisa : 24Jenis Pekerjaan : Hand Rail dia. 2 "Satuan : mHarga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no25


Rp. Rp.

1. BAHANPipa besi GIP 2' btg 0.9000 x #VALUE!Sambungan Pipa M3 0.3000 x #VALUE!


Mandor org/hr 0.0900 37,500 3,375 Kepala tukang besi org/hr 0.3800 33,000 12,540 Tukang besi org/hr 1.5000 26,400 39,600 Pekerja org/hr 0.9000 21,875 19,688


Alat bantu= 6% x upah jam 0.2100 4,512 948 Sub Total 3 948

TOTAL #VALUE!


Nomor analisa :Jenis Pekerjaan : Bahu JalanSatuan : m3Harga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no23


Rp. Rp.

1. BAHANTanah Pilihan M3 1.2000 x #VALUE!


Mandor org/hr 0.0200 37,500 750 Operator org/hr 0.1800 35,000 6,300 Pengemudi org/hr 0.0200 31,250 625 Pekerja org/hr 0.1800 21,875 3,938


Back Hoe,7 ton jam 0.0200 160,000 3,200 Bulldozer jam 0.0400 143,000 5,720 Dump Truck , 4 ton jam 0.1200 78,650 9,438 Water Tank jam 0.0200 65,780 1,316

Sub Total 3 19,674

TOTAL #VALUE!


Nomor analisa : 30Jenis Pekerjaan : Peil ScaleSatuan : bhHarga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no.25


Rp. Rp.

1. BAHANSemen PC @ 50 kg zak 0.3000 28,500 8,550 Pasir Pasang m3 0.0200 85,000 1,700 Plamir tembok kg 0.6500 x #VALUE!Cat Emco kg 0.0400 x #VALUE!Minyak Cat liter 0.4700 x #VALUE!


Mandor org/hr 0.0100 37,500 375 Kepala tukang batu org/hr 0.0200 33,000 660 Tukang batu org/hr 0.2000 27,500 5,500 Pekerja org/hr 0.4000 21,875 8,750


Alat bantu= 6% x upah jam 0.2100 917 193 Sub Total 3 193

TOTAL #VALUE!


Nomor analisa :Jenis Pekerjaan : PenetrasiSatuan : m3Harga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no24


Rp. Rp.

1. BAHANBatu Kerikil M3 0.2100 x #VALUE!Pasir Cor M3 0.2100 85,000 17,850 Aspal Curah Kg 90.0000 x #VALUE!


Mandor org/hr 0.9300 37,500 34,875 Operator org/hr 0.0200 35,000 700 Pekerja org/hr 0.3000 21,875 6,563


Road Roller 10 Ton jam 0.2100 x #VALUE!Sub Total 3 #VALUE!

TOTAL #VALUE!


Nomor analisa : 11Jenis Pekerjaan : Pasang bouwplankSatuan : mHarga satuan ( Rp.) : 18,680 Dasar analisa : Taksiran


Rp. Rp.

1. BAHAN

Kayu meranti Balok/Papan 0.0070 1,409,700 9,867.90Paku kayu kg 0.1540 8,570 1,319.78

Sub Total 1 11,187.682. TENAGA

Mandor org/hr 0.0150 37,500 562.50Tukang Kayu org/hr 0.0550 28,600 1,573.00Pekerja org/hr 0.1500 21,875 3,281.25

Sub Total 2 5,416.753. ALAT

- Alat bantu = 6% x upah kerja 325.01Sub Total 3 0.00

TOTAL 16,604.43

12.50% 2,075.55

m3


Nomor analisa :Jenis Pekerjaan : Galian tanah biasa

Satuan :Harga satuan ( Rp.) : 23,000 Dasar analisa : DD.Cost.Es.no.1


Rp. Rp.

1. BAHANSub Total 1 -

2. TENAGAMandor org/hr 0.0300 37,500 1,125 Pekerja org/hr 1.0000 21,875 21,875


Sub Total 3 -

TOTAL 23,000

m3


Nomor analisa :Jenis Pekerjaan : Gorong-gorong dia.1,5 mSatuan : mHarga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no22


Rp. Rp.

1. BAHAN

Beton K.125 0.5500 465,350 255,943 Sub Total 1 255,943

2. TENAGAMandor org/hr 0.0200 37,500 750 Operator org/hr 0.8200 35,000 28,700 Pekerja org/hr 2.7400 21,875 59,938


Stamper jam 0.1800 x #VALUE!Dump truck , 4 ton jam 0.5160 78,650 40,583

Sub Total 3 #VALUE!

Biaya per m #VALUE!

D/2004/analis-04xls

m3


Nomor analisa : 3Jenis Pekerjaan : Gorong-gorong dia.1 mSatuan : mHarga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no22


Rp. Rp.

1. BAHAN

Beton K.125 0.3800 465,350 176,833 Sub Total 1 176,833

2. TENAGAMandor org/hr 0.0100 37,500 375 Operator org/hr 0.5700 35,000 19,950 Pekerja org/hr 2.2900 21,875 50,094


Stamper jam 0.1500 x #VALUE!Dump truck , 4 ton jam 0.4300 78,650 33,820

Sub Total 3 #VALUE!

Biaya per m #VALUE!

m3


Nomor analisa :Jenis Pekerjaan : Gorong-gorong dia.0,2 mSatuan : mHarga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no.19


Rp. Rp.

1. BAHAN Buis beton dia.0,20m-1m m 1.0000 x #VALUE!Pasir urug m3 0.0200 63,000 1,260


Mandor org/hr 0.0100 37,500 375 Tukang batu org/hr 0.2500 27,500 6,875 Pekerja org/hr 0.5700 21,875 12,469


Stamper jam 0.1500 x #VALUE!Sub Total 3 #VALUE!

Biaya per m #VALUE!


Nomor analisa : 21Jenis Pekerjaan : Screen Gravel

Satuan :Harga satuan ( Rp.) : 114,938 Dasar analisa : BOW.A18B


Rp. Rp.

1. BAHAN

Gravel 2/3 1.2000 90,000 108,000 Sub Total 1 108,000

2. TENAGAMandor org/hr 0.0100 37,500 375 Pekerja org/hr 0.3000 21,875 6,563


Sub Total 3 -

TOTAL 114,938

m3

m3


Nomor analisa : 20Jenis Pekerjaan : Drain hole dia.2"-0,6 mSatuan : bhHarga satuan ( Rp.) : #VALUE!Dasar analisa : Taksiran


Rp. Rp.

1. BAHANPipa PVC 2' x 4 m m 0.1500 x #VALUE!Ijuk kg 0.5000 x #VALUE!


Mandor org/hr 0.0100 37,500 375 Pekerja org/hr 0.1500 21,875 3,281


Alat bantu 6% tenaga hr 0.0600 3,656 219 Sub Total 3 219

TOTAL #VALUE!


Nomor analisa :Jenis Pekerjaan : Drai hole dia 2"- 3 mSatuan : bhHarga satuan ( Rp.) : #VALUE!Dasar analisa : Taksiran


Rp. Rp.

1. BAHANPipa PVC 2' x 4 m m 1.0000 x #VALUE!Ijuk kg 0.5000 x #VALUE!




Alat bantu 6% tenaga hr 0.0600 3,656 219.375Sub Total 3 219.375

TOTAL #VALUE!


Nomor analisa :Jenis Pekerjaan : Gebalan rumput

Satuan :Harga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no5


Rp. Rp.

1. BAHAN

Rumput 1 x #VALUE!Bambu buah 0.05 x #VALUE!




Alat bantu 6% tenaga hr 0.0600 3,656 219 Sub Total 3

TOTAL #VALUE!

m2

m2

Analisa Mobilisasi/ Demobilisasi

PAKET : III

PEK. : BENDUNG GROJOGAN DAN SALURAN HANTAR II

NO. URAIAN SATUAN JUMLAH JARAK H. SAT. JML. HARGAKm Rp./Km

A PERALATAN

1 Back hoe 0,40 m3 + Trailer ( 2bh) Unit 4 75 25,000 7,500,000 2 Bulldozer 6 t + Trailer ( 2 bh ) Unit 4 75 25,000 7,500,000 3 Dump Truck Unit 2 75 10,000 1,500,000 4 Road Roller Unit 2 75 15,000 2,250,000 5 Water Tank 4000 ltr Unit 2 75 10,000 1,500,000 6 Concrete Vibrator + Truck Unit 2 75 10,000 1,500,000 7 Concrete Mixer + Truck Unit 2 75 10,000 1,500,000

23,250,000

B FASILITAS

1 Direksi keet m2 20 300,000 6,000,000 2 Gudang m2 24 275,000 6,600,000

12,600,000

C TENAGA

1 Site Manager orang 1 x 400,000 400,000 2 Pelaksana orang 4 x 300,000 1,200,000 3 Mandor orang 16 x 250,000 4,000,000 3 Mekanik orang 2 x 250,000 500,000 4 Tukang orang 25 x 225,000 5,625,000 5 Administrasi orang 4 x 225,000 900,000 6 Logistik orang 4 x 225,000 900,000 7 Pekerja orang 75 x 200,000 15,000,000

28,525,000

TOTAL ( A + B + C ) 64,375,000


PAKET : V. KOLAM PENAMPUNG


A PERALATAN

1 Back hoe 0,40 m3 + Trailer Unit 2 75 25,000 3,750,000 2 Bulldozer 6 t + Trailer Unit 2 75 25,000 3,750,000 3 Dump Truck Unit 2 75 10,000 1,500,000 4 Road Roller Unit 2 75 15,000 2,250,000 5 Water Tank 4000 ltr Unit 2 75 10,000 1,500,000 6 Concrete Vibrator + Truck Unit 2 75 10,000 1,500,000 7 Concrete Mixer + Truck Unit 2 75 - - 8 Hard rock breaker Unit 2 75 10,000 1,500,000 9 Stamper Unit 2 75 10,000 1,500,000

17,250,000

B FASILITAS


Total 12,600,000

C TENAGA

1 Pelaksana orang 2 x 300,000 600,000 2 Mandor orang 3 x 250,000 750,000 3 Mekanik orang 1 x 250,000 250,000 4 Tukang orang 3 x 225,000 675,000 5 Administrasi orang 1 x 225,000 225,000 6 Logistik orang 1 x 225,000 225,000 7 Pekerja orang 20 x 200,000 4,000,000

6,725,000

TOTAL ( A + B + C ) 36,575,000

D.Analis-04 dup.04 revisi


PAKET : I

PEK. : BASE CAMP


A PERALATAN

1 Back hoe 0,40 m3 + Trailer Unit 2 75 25,000 3,750,000 2 Bulldozer 6 t + Trailer Unit 2 75 25,000 3,750,000 3 Dump Truck Unit 2 75 10,000 1,500,000 4 Vibration Roller Unit 2 75 15,000 2,250,000 5 Water Tank 4000 ltr Unit 2 75 10,000 1,500,000 7 Concrete Mixer + Truck Unit 2 75 10,000 1,500,000

14,250,000

B FASILITAS


12,600,000

C TENAGA

1 Site Manager orang 1 x 350,000 350,000 1 Pelaksana orang 2 x 300,000 600,000 2 Mandor orang 3 x 250,000 750,000 3 Mekanik orang 1 x 250,000 250,000 4 Tukang orang 3 x 225,000 675,000 5 Administrasi orang 2 x 225,000 450,000 6 Logistik orang 2 x 225,000 450,000 7 Pekerja orang 20 x 200,000 4,000,000

7,525,000

TOTAL ( A + B + C ) 34,375,000


PAKET : V

PEK. : Terowong 930 M

NO. URAIAN SATUAN JUMLAH JARAK H. SAT. JML. HARGA2trip(km) Rp./Km

A PERALATAN ( untuk 2 trip )

1 Excavator (2bh) +Trailler Unit 2 150 25,000 7,500,000 2 Crane (2bh) Unit 2 150 20,000 6,000,000 3 Concrete vibrator Unit 4 150 5,000 3,000,000 4 Tone Boring Machine (1bh)+Trailler. Unit 1 300 30,000 9,000,000 5 Jacking Pipe App.(2)+Trailler Unit 2 300 30,000 18,000,000 6 Ordinary Truck (1bh) Unit 2 150 10,000 3,000,000 7 Concrete Mixer (2bh)+ Truck crane Unit 2 150 10,000 3,000,000 8 Pompa grouting Unit 1 150 15,000 2,250,000 9 Generator (1bh) +truck Unit 2 150 15,000 4,500,000 10 mesin las Unit 1 150 15,000 2,250,000 11 Dump Truck Unit 4 150 10,000 6,000,000

64,500,000

B FASILITAS

1 Direksi keet 1 buah m2 20 x 300,000 6,000,000 (termasuk Meja tulis,Meja gambar,Meja kursi tamu,PPPK.).

2 Gudang & Bengkel m2 40 x 100,000 4,000,000 3 Asrama Unit 1 x 3,000,000 3,000,000

13,000,000

C TENAGA

1 Pimpinan Pelaksana orang 1 x 300,000 300,000 2 Teknik Konstruksi orang 1 x 300,000 300,000 3 Peralatan orang 4 x 200,000 800,000 3 Geologi orang 4 x 200,000 800,000 4 Supertend / Quality orang 4 x 200,000 800,000 5 Geodesi orang 4 x 200,000 800,000 6 Sipil Kosntruksi orang 3 x 200,000 600,000 7 Mechanical orang 3 x 150,000 450,000 8 Pengukuran orang 3 x 150,000 450,000 9 Administrasi orang 1 x 150,000 150,000 10 Bidang Teknik orang 1 x 150,000 150,000

5,600,000

TOTAL ( A + B + C ) 83,100,000


PAKET : II

PEK. : BENDUNG TAWANGSARI



1 Excavator ( 1bh ) +Trailler Unit 1 150 25,000 3,750,000 2 Bulldozer (1bh)+ Trailler Unit 1 150 25,000 3,750,000 3 Ordinary Truck (2bh) Unit 2 150 10,000 3,000,000 4 Concrete Mixer (2bh)+ Truck crane Unit 2 150 10,000 3,000,000 5 Vibrator concrete Unit 2 150 5,000 1,500,000 6 Submersible Pump(1bh) Unit 1 150 6,000 900,000 7 Generator (1bh) +truck Unit 1 150 15,000 2,250,000 8 Dump Truck Unit 3 150 10,000 4,500,000

22,650,000

B FASILITAS



13,000,000

C TENAGA

1 Pimpinan Pelaksana (1org) orang 1 x 300,000 300,000 2 Teknik Konstruksi (1org) orang 1 x 300,000 300,000 4 Supertend / Quality (1org) orang 1 x 200,000 200,000 6 Sipil Kosntruksi (1 org) orang 3 x 200,000 600,000 7 Pengukuran ( 2 org) orang 3 x 150,000 450,000 9 Administrasi (2 org) orang 1 x 150,000 150,000 10 Bidang Teknik (2 org) orang 1 x 150,000 150,000

2,150,000

TOTAL ( A + B + C ) 37,800,000

C103

tunas:


PAKET : IV

PEK. : BENDUNG GROJOGAN



1 Excavator ( 1bh ) +Trailler Unit 1 150 25,000 3,750,000 2 Bulldozer (1bh)+ Trailler Unit 1 150 25,000 3,750,000 3 Ordinary Truck (1bh) Unit 1 150 10,000 1,500,000 4 Concrete Mixer (2bh)+ Truck crane Unit 2 150 10,000 3,000,000 5 Submersible Pump(1bh) Unit 1 150 6,000 900,000 6 Generator (1bh) +truck Unit 1 150 15,000 2,250,000 7 Vibrator concrete Unit 2 150 5,000 1,500,000 8 Road Roller Unit 1 150 25,000 3,750,000 9 Water Tanker Unit 1 150 10,000 1,500,000 10 Dump Truck Unit 2 150 10,000 3,000,000

24,900,000

B FASILITAS

1 Direksi keet 1 buah m2 20 300,000 6,000,000 (termasuk Meja tulis,Meja gambar,Meja kursi tamu,PPPK.).

2 Gudang & Bengkel m2 40 100,000 4,000,000 3 Asrama Unit 1 3,000,000 3,000,000

13,000,000

C TENAGA

1 Pimpinan Pelaksana (1org) orang 1 x 300,000 300,000 6 Sipil Kosntruksi (2 org) orang 3 x 200,000 600,000 7 Pengukuran ( 1 org) orang 3 x 150,000 450,000 9 Administrasi (1 org) orang 1 x 150,000 150,000 10 Bidang Teknik (1 org) orang 1 x 150,000 150,000

1,650,000

TOTAL ( A + B + C ) 39,550,000

C141

tunas:


PAKET : III

PEK. : SALURAN HANTAR I+II



1 Excavator (2bh) +Trailler Unit 2 150 25,000 7,500,000 2 Ordinary Truck (1bh) Unit 2 150 10,000 3,000,000 3 Concrete Mixer (2bh)+ Truck crane Unit 3 150 10,000 4,500,000 4 Submersible Pump(3) Unit 3 150 6,000 2,700,000 5 Generator (1bh) +truck Unit 1 150 15,000 2,250,000 6 Concrete Vibrator Unit 3 150 5,000 2,250,000 7 Dump Truck Unit 2 150 10,000 3,000,000

25,200,000

B FASILITAS



13,000,000

C TENAGA

1 Pimpinan Pelaksana orang 1 x 300,000 300,000 2 Teknik Konstruksi orang 1 x 300,000 300,000 3 Peralatan orang 4 x 200,000 800,000 3 Geologi orang 4 x 200,000 800,000 4 Supertend / Quality orang 4 x 200,000 800,000 5 Geodesi orang 4 x 200,000 800,000 6 Sipil Kosntruksi orang 3 x 200,000 600,000 7 Mechanical orang 3 x 150,000 450,000 8 Pengukuran orang 3 x 150,000 450,000 9 Administrasi orang 1 x 150,000 150,000 10 Bidang Teknik orang 1 x 150,000 150,000

5,600,000

TOTAL ( A + B + C ) 43,800,000


PAKET : VI

PEK. : KOLAM PENAMPUNG



1 Excavator ( 1bh ) +Trailler Unit 1 150 25,000 3,750,000 2 Bulldozer (1bh)+ Trailler Unit 1 150 25,000 3,750,000 3 Ordinary Truck (2bh) Unit 1 150 10,000 1,500,000 4 Concrete Mixer (2bh)+ Truck crane Unit 2 150 10,000 3,000,000 5 Submersible Pump(1bh) Unit 1 150 6,000 900,000 6 Generator (1bh) +truck Unit 1 150 15,000 2,250,000 7 Water tanker Unit 1 150 10,000 1,500,000 8 Dump Truck Unit 1 150 10,000 1,500,000 9 Concrete Vibrator Unit 2 150 5,000 1,500,000

19,650,000

B FASILITAS


2 Gudang & Bengkel m2 40 x 100,000 4,000,000 3 Asrama m2 1 x 3,000,000 3,000,000

13,000,000

C TENAGA

1 Pimpinan Pelaksana (1org) orang 1 x 300,000 300,000 2 Teknik Konstruksi (1org) orang 1 x 300,000 300,000 4 Supertend / Quality (1org) orang 1 x 200,000 200,000 6 Sipil Kosntruksi (1 org) orang 3 x 200,000 600,000 7 Pengukuran ( 2 org) orang 3 x 150,000 450,000 9 Administrasi (2 org) orang 1 x 150,000 150,000 10 Bidang Teknik (2 org) orang 1 x 150,000 150,000

2,150,000

TOTAL ( A + B + C ) 34,800,000

C224

tunas:


PAKET : I

PEK. : BASE CAMP



1 Bulldozer (1bh)+ Trailler Unit 1 300 25,000 7,500,000 2 Ordinary Truck (1bh) Unit 2 150 10,000 3,000,000 3 Concrete Mixer (2bh)+ Truck crane Unit 2 150 10,000 3,000,000 4 Pompa air Unit 1 150 500 75,000 5 Tone Boring Machine (1bh)+Truck crane. Unit 1 150 20,000 3,000,000 6 Dump Truck Unit 1 150 10,000 1,500,000

18,075,000

B FASILITAS

1 Direksi keet 1 buah m2 20 350,000 7,000,000 (termasuk Meja tulis,Meja gambar,Meja kursi tamu,PPPK.).

2 Gudang & Bengkel m2 40 100,000 4,000,000 3 Asrama Unit 1 3,000,000 3,000,000

14,000,000

C TENAGA

1 Pimpinan Pelaksana (1org) orang 1 x 300,000 300,000 6 Sipil Kosntruksi (2 org) orang 3 x 200,000 600,000 7 Pengukuran ( 1 org) orang 3 x 150,000 450,000 9 Administrasi (1 org) orang 1 x 150,000 150,000 10 Bidang Teknik (1 org) orang 1 x 150,000 150,000

1,650,000

TOTAL ( A + B + C ) 33,725,000

C258

tunas:


Nomor analisa : 22Jenis Pekerjaan : CofferingSatuan : LsHarga satuan ( Rp.) : 27,610 Dasar analisa : DD.Cost.Es.no20


Rp. Rp.

1. BAHANGedeg lbr 0.0800 17,000 1,360

Bambu bh 0.0300 6,000 180 Kawat kg 0.0400 7,000 280


Mandor org/hr 0.0380 37,500 1,425 Kepala tukang kayu org/hr 0.0050 33,000 165 Tukang Kayu org/hr 0.0460 28,600 1,316 Pekerja org/hr 1.0370 21,875 22,684


Alat Pelancip bh 0.0800 6,000 480 Bodem bh 0.0300 5,000 150 Keranjang bh 0.0400 3,000 120

Sub Total 3 480

TOTAL 27,610

Total 3,313,197 Dibulatkan 3,313,000


Nomor analisa : 22Jenis Pekerjaan : Pengadaan Pipa steel, ID 1400mm,t=15 mmKuantitas Pekerjaan 3139.05 kgSatuan : kgHarga satuan ( Rp.) : #VALUE!Dasar analisa : DD.Cost.Es.no.48


Rp. Rp.

1. BAHAN

Pipa steel (6m) bt 3,139.0500 x #VALUE!Sub Total 1 #VALUE!

2. TENAGAMandor org/hr 0.1400 37,500 5,250 Tukang besi org/hr 0.2900 26,400 7,656 Pekerja org/hr 0.8600 21,875 18,813


Trailler Pengangkut bh 1.0000 3,000,000 3,000,000 Crane Pengangkat bh 1.0000 250,000 250,000

Sub Total 3 3,000,000

TOTAL #VALUE!

d.2004.rev.document.xlsJACKING04/20/2023


Nomor analisa :Jenis Pekerjaan : Pipe JackingSatuan : mHarga satuan ( Rp.) : Rp. 6,211,000


Rp. Rp.

1 TENAGAMandor org/hr 0.2000 37,500 7,500 Pekerja org/hr 1.6500 21,875 36,094 Mekanik org/hr 0.5000 37,500 18,750 Operator org/hr 0.5000 35,000 17,500

Sub Total 2 79,844

2 PERALATANJacking Machine' jam 2.15 2,300,000 4,945,000 Compressor jam 2.15 190,000 408,500 Pompa submersible jam 2.15 62,000 133,300 Genset jam 2.15 100,000 215,000 Crane 10 ton jam 2.15 200,000 430,000

6,131,800

Total 6,211,644

Dibulatkan 6,211,000

d.2004.rev.document.xlsDewatering 04/20/2023


Nomor analisa :Jenis Pekerjaan : Dewatering/Pengeringan Satuan : JamHarga satuan ( Rp.) : Rp. 100,000


Rp. Rp.

1 TENAGAMekanik org/hr 0.0500 37,500 1,875 Operator org/hr 0.0500 35,000 1,750

Sub Total 2 3,625

2 PERALATANPompa submersible jam 1 23,200 23,200 Genset jam 1 65,000 65,000

88,200 3 BAHAN

Solar lt 5 1,650 8,250

Total 100,075

Dibulatkan 100,000

rab bendung (roundup koefisien)

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