RAB BENDUNG (Roundup Koefisien)

(1)

PAKET : II

PEKERJAAN : BENDUNG TAWANGSARI VOLUME : 1 Unit

PROYEK/BAGIAN PROYEK : PIKITRING JBN/PLTA AMPELGADING

TAHUN ANGGARAN : 2009

HARGA JUMLAH

No. SATUAN VOLUME SATUAN HARGA

(Rp) (Rp)

A Mobilisasi dan Demobilisasi

00 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 10 Pembersihan Lokasi m2 100.00 2,563 256,250.00

2 20 Galian Tanah dengan Alat Berat m3 300.00 28,442 8,532,675.00

3 30 Timbunan tanah dipadatkan m3 751.00 35,301 26,511,051.00

4 40 Timbunan Karung Pasir m3 517.00 93,588 48,384,737.50

Sub. Total B 83,684,713.50

C Bendung Tawangsari

1 61 Pembersihan Lokasi m2 100.00 2,563 256,250.00

2 70 Galian Tanah dengan Alat Berat m3 500.00 28,442 14,221,125.00 3 80 Timbunan Kembali m3 351.00 11,688 4,102,312.50

4 90 Pasangan batu kali 1pc:3ps m3 2,390.00 398,294 951,922,062.50

5 100 Beton K.175 (termasuk bikisting) m3 3.40 1,258,197 4,277,868.10

6 110 Penulangan kg 374.00 15,910 5,950,461.55

7 130 Plesteran m2 27.00 21,065 568,755.00

8 140 Bronjong (2 x 1 x 0,5) m3 24.00 235,680 5,656,310.00 9 150 Siaran 1pc:3ps m2 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 m2 154.00 2,563 394,625.00 2 180 Galian Tanah dengan Alat Berat m3 3,410.00 28,442 96,988,072.50

3 190 Pasangan batu kali 1pc:3ps m3 594.00 398,294 236,586,487.50

4 200 Plesteran m2 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) m3 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 ) 1,472,882,199.40

PPn 10% 147,288,219.94

JUMLAH BIAYA KESELURUHAN 1,620,170,419.34

PEMBULATAN 1,620,170,000.00

RENCANA ANGGARAN BIAYA

(2)

No. MACAM ALAT / KAPASITAS SATUAN SEWA (Rp)

1 2 3 4

1 Back Hoe,7 ton Jam 160,000.00

2 Bulldozer Jam 143,000.00

3 Concrete Mixer Jam 60,000.00

4 Concrete Vibrator Jam 21,450.00

5 Dump Truck , 4 ton Jam 78,650.00

6 Water Tank Jam 65,780.00

DAFTAR HARGA SATUAN DASAR SEWA ALAT PEKERJAAN KONSTRUKSI TAHUN ANGGARAN 2004

(3)

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

(4)

UPAH (Rp.)

1 2 3 4

1 Mandor org/hr 37,500.00

2 Kepala Tukang Kayu org/hr 33,000.00

3 Kepala Tukang Batu org/hr 33,000.00

4 Kepala Tukang Besi org/hr 33,000.00

5 Tukang Kayu org/hr 28,600.00

6 Tukang Batu org/hr 27,500.00

7 Tukang Besi org/hr 26,400.00

8 Tukang Cat org/hr 25,000.00

9 Tukang Pipa org/hr 26,400.00

10 Tukang Anyam org/hr 26,400.00

11 Tk.bongkar bekisting org/hr 21,875.00

12 Pekerja org/hr 21,875.00

13 Pengemudi org/hr 31,250.00

14 Operator org/hr 35,000.00

NOMOR URAIAN SATUAN

DAFTAR HARGA SATUAN DASAR UPAH TENAGA PEKERJAAN KONSTRUKSI TAHUN ANGGARAN 2003

(5)

PAKET : II

PEKERJAAN : BENDUNG TAWANGSARI VOLUME : 1 Unit

TAHUN ANGGARAN : 2009

No. 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 m2 100.00 10.00 1.00 1.00 20 Galian Tanah dengan Alat Berat m3 300.00 1.00 3.00 3.00 30 Timbunan Tanah dipadatkan m3 751.00 1.00 3.76 4.00 40 Timbunan Karung Pasir m3 517.00 35.00 10.34 11.00 C Bendung Tawangsari

61 Pembersihan Lokasi m2 125.00 10.00 1.25 2.00 70 Galian Tanah dengan Alat Berat m3 500.00 1.00 5.00 5.00 80 Timbunan Kembali m3 351.00 15.00 11.70 12.00 90 Pasangan batu kali 1pc:3ps m3 2,390.00 20.00 158.94 159.00 100 Beton K.175 (termasuk bikisting) m3 3.40 6.00 3.40 4.00 110 Penulangan kg 374.00 6.00 3.74 4.00 130 Plesteran m2 27.00 3.00 3.60 4.00 140 Bronjong (2 x 1 x 0,5) m3 24.00 5.00 10.40 11.00 150 Siaran m2 560.00 15.00 13.44 14.00 D Saluran Pengarah dan Kantong Lumpur

170 Pembersihan Lokasi m2 154.00 10.00 1.54 2.00 180 Galian Tanah dengan Alat Berat m3 3,410.00 1.00 34.10 35.00 190 Pasangan batu kali 1pc:3ps m3 594.00 20.00 39.50 40.00 200 Plesteran m2 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) m3 6.85 6.00 6.85 7.00 230 Penulangan kg 753.50 7.00 6.46 7.00

JENIS PEKERJAAN

PROYEK/BAGIAN PROYEK : PIKITRING JBN/PLTA AMPELGADING

(6)

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

(7)

Nomor analisa :

Jenis Pekerjaan : Pembersihan

Satuan : m2

Harga satuan ( Rp. ) : 2,562.50

Dasar analisa : Referensi

HARGA SAT. JML.HARGA

Rp. Rp. 1. BAHAN Sub Total 1 -2. TENAGA Pekerja 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 2,562.50 TOTAL

ANALISA HARGA SATUAN PEKERJAAN

(8)

Nomor analisa :

Jenis Pekerjaan : Galian tanah ( dg.alat)

Satuan : m3

Harga satuan ( Rp.) : 28,442

Dasar analisa : Taksiran

(Rp) (Rp) 1. BAHAN Solar 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

28,442 TOTAL

(9)

Nomor analisa :

Jenis Pekerjaan : Timbunan Karung Pasir

Satuan : m3

Dasar analisa : DD.Cost.Es.no.39

Rp. Rp. 1. BAHAN Pasir urug m3 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 2 15,587.5 3. ALAT Sub Total 3 -93,587.5 TOTAL

(10)

Nomor analisa :

Jenis Pekerjaan : Timbunan kembali

Satuan : m3

Dasar analisa : BOW

Rp. Rp. 1. BAHAN Sub Total 1 -2. TENAGA Mandor org/hr 0.0200 37,500 750 Pekerja org/hr 0.5000 21,875 10,938 Sub Total 2 3. ALAT Sub Total 3 -11,688 TOTAL

(11)

0.5000 Pekerja 0.0200 Mandor = 1 m3/hari 175.5000 Pekerja 7.0200 Mandor = 351 m3/hari 1

(12)

Nomor analisa :

Jenis Pekerjaan : Pasangan batu kali 1pc:3ps

Satuan : m3

Dasar analisa : DD.Cost.Es.no11

Rp. Rp. 1. BAHAN Batu Pecah 15/20 m3 1.2000 90,000 108,000 Semen PC @ 50 kg zak 5.0000 28,500 142,500 Pasir pasang m3 0.4800 85,000 40,800 Sub Total 1 291,300 2. TENAGA Mandor 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

Sub Total 2 58,994

3. ALAT

Concrete Mixer jam 0.8000 60,000 48,000

Sub Total 3 48,000

398,294 TOTAL

(13)

Nomor analisa :

Jenis Pekerjaan : Beton K.175 (termasuk bikisting)

Satuan : m3

Harga satuan ( Rp.) : 1,258,197

Dasar analisa : Cost.E no.8

Rp. Rp. A Beton 1. BAHAN Gravel 2/3 m3 0.8200 90,000 73,800 Pasir Cor m3 0.5400 85,000 45,900 Semen PC @ 50 kg zak 6.5800 28,500 187,530 Sub Total 1 307,230 2. TENAGA 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

Sub Total 2 173,300

3. ALAT

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/papan m3 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

1,258,197

TOTAL

(14)

Nomor analisa :

Jenis Pekerjaan : Penulangan

Satuan : kg

Rp. Rp.

1. BAHAN

Besi Beton Ulir kg 110 6,375 701,250

Kawat beton kg 2 7,000 14,000

Sub Total 1 715,250

2. TENAGA

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

Sub Total 2 380,775

3. ALAT

Alat bantu 15% Tenaga 57,116

Sub Total 3 57,116

1,591,033

15,910 Jumlah Biaya per 100 kg

Harga Satuan per 1 kg

(15)

Nomor analisa :

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

Satuan : m2

Dasar analisa : BOW.G50.p

Rp. Rp. 1. BAHAN Semen PC @ 50 kg zak 0.1300 28,500 3,705 Pasir Pasang m3 0.02 85,000 1,700 Sub Total 1 5,405 2. TENAGA Mandor 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 2 15,660 3. ALAT Sub Total 3 -21,065 TOTAL

(16)

Nomor analisa :

Jenis Pekerjaan : Siaran 1pc:2ps

Satuan : m2

Dasar analisa : BOW. G.51c

Rp. Rp. 1. BAHAN Pasir Pasang m3 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 2 11,880 3. ALAT Sub Total 3 -12,730 TOTAL

(17)

Nomor analisa :

Jenis Pekerjaan : Pasang Bronjong 0,5x1,0x2,0

Satuan : 3 m3

Harga satuan ( Rp.)/m3 : 235,680

Rp. Rp. 1. BAHAN Kawat Galvano 4 mm Kg 30.0000 7,000 210,000 Batu Pecah 15/20 m3 3.0000 90,000 270,000 Sub Total 1 480,000 2. TENAGA Mandor 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

Sub Total 2 214,188

3. ALAT

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

Sub Total 3 12,851

707,039

Per m3 235,680

TOTAL per 3 m3

(18)

Nomor analisa :

Jenis Pekerjaan Timbunan tanah dengan alat

Satuan : m3

Dasar analisa : Detail design ( Cost estimate ) no.4

Rp. Rp. volume

50

1. BAHAN Okt Nop

Solar ltr 2.1600 1,650 3,564 108.00 Sub Total 1 3,564 2. TENAGA Mandor org/hr 0.0100 37,500 375 0.50 Operator org/hr 0.0800 35,000 2,800 4.00 Pekerja org/hr 0.0800 21,875 1,750 4.00 Pengemudi org/hr 0.0400 31,250 1,250 2.00 Sub Total 2 6,175 3. ALAT Bulldozer jam 0.0200 143,000 2,860 1.00 Back Hoe,7 ton jam 0.0400 160,000 6,400 2.00 Dump Truck , 4 ton jam 0.0400 78,650 3,146 2.00 Water Tank jam 0.2000 65,780 13,156 10.00

Sub Total 3 25,562

35,301 TOTAL

(19)

Nomor analisa :

Jenis Pekerjaan : Beton K.225 (termasuk bikisting)

Satuan : m3

Harga satuan ( Rp.) : 1,357,120

Rp. Rp. A Beton 1. BAHAN Gravel 2/3 m3 0.8200 90,000 73,800 Pasir Cor m3 0.5400 85,000 45,900 Semen PC @ 50 kg zak 8.2000 28,500 233,700 Sub Total 1 353,400 2. TENAGA 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

Sub Total 2 173,300

3. ALAT

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 m3 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

1,357,120

TOTAL

(20)

Nomor analisa :

Jenis Pekerjaan : Beton K 125/Lantai Kerja

Satuan : m3

Dasar analisa : BOW.G44

Rp. Rp. 1. BAHAN Gravel 2/3 m3 0.8200 90,000 73,800 Pasir Cor m3 0.5400 85,000 45,900 Semen PC @ 50 kg zak 4.7000 28,500 133,950 Sub Total 1 253,650 2. TENAGA 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

Sub Total 2 173,300

3. ALAT

Concrete mixer Jam 0.6400 60,000 38,400

Sub Total 3 38,400

465,350 TOTAL

(21)

Nomor analisa :

Jenis Pekerjaan : Galian Batu dengan Alat Berat

Satuan : m3

Harga satuan ( Rp.) : #VALUE!

Dasar analisa : Cost.E.no3

Rp. Rp. 1. BAHAN Solar ltr 3.9400 1,650 6,501 Sub Total 1 6,501 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

Hard Rock Breaker jam 0.0400 x #VALUE!

Sub Total 3 #VALUE!

#VALUE! TOTAL

(22)

Nomor analisa :

Jenis Pekerjaan : Lapisan pasir

Satuan : m3

Dasar analisa : BOW. A 18

Rp. Rp. 1. BAHAN Pasir urug m3 1.2000 63,000 75,600 Sub Total 1 75,600 2. TENAGA Mandor org/hr 0.0100 37,500 375 Pekerja org/hr 0.3000 21,875 6,563 Sub Total 2 6,938 3. ALAT Sub Total 3 82,538 TOTAL

(23)

Nomor analisa :

Jenis Pekerjaan : Base Course

Satuan : m3

Rp. Rp.

1. BAHAN

Batu Pecah 5/7 Kg 0.5100 x #VALUE!

Batu Pecah 15/20 m3 0.6800 90,000 61,200

Sub Total 1 #VALUE!

2. TENAGA Mandor 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 Sub Total 2 56,356 3. ALAT

Road Roller 10 Ton jam 0.010 x #VALUE!

Dump Truck , 4 ton jam 0.051 78,650 4,011

Sub Total 3 #VALUE!

(24)

Nomor analisa :

Jenis Pekerjaan : Sub Base Course

Satuan : m3

Rp. Rp.

1. BAHAN

Sirtu 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 Sub Total 2 11,612.50 3. ALAT

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

(25)

Nomor analisa :

Jenis Pekerjaan : Clearing dan Stripping

Satuan : 4 m2

Harga satuan ( Rp.)/m2 : 15,434

Rp. Rp. 1. BAHAN Sub Total 1 2. TENAGA Mandor org/hr 0.0100 37,500 375 Operator org/hr 0.0200 35,000 700 Pekerja org/hr 0.4000 21,875 8,750 Sub Total 2 9,825 3. ALAT 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

61,734

15,434 Harga satuan per m2

Harga satuan per 4 m2

(26)

Nomor analisa : 24

Jenis Pekerjaan : Hand Rail dia. 2 "

Satuan : m

Rp. Rp.

1. BAHAN

Pipa besi GIP 2' btg 0.9000 x #VALUE!

Sambungan Pipa M3 0.3000 x #VALUE!

Sub Total 1 #VALUE!

2. TENAGA

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

Sub Total 2 75,203

3. ALAT

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

Sub Total 3 948

(27)

Nomor analisa :

Jenis Pekerjaan : Bahu Jalan

Satuan : m3

Rp. Rp.

1. BAHAN

Tanah Pilihan M3 1.2000 x #VALUE!

Sub Total 1 #VALUE!

2. TENAGA 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 Sub Total 2 11,613 3. ALAT

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

(28)

Nomor analisa : 30

Jenis Pekerjaan : Peil Scale

Satuan : bh

Rp. Rp.

1. BAHAN

Semen 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!

Sub Total 1 #VALUE!

2. TENAGA

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

Sub Total 2 15,285

3. ALAT

Alat bantu= 6% x upah jam 0.2100 917 193

Sub Total 3 193

(29)

Nomor analisa :

Jenis Pekerjaan : Penetrasi

Satuan : m3

Rp. Rp.

1. BAHAN

Batu Kerikil M3 0.2100 x #VALUE!

Pasir Cor M3 0.2100 85,000 17,850

Aspal Curah Kg 90.0000 x #VALUE!

Sub Total 1 #VALUE!

2. TENAGA 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 Sub Total 2 42,138 3. ALAT

Road Roller 10 Ton jam 0.2100 x #VALUE!

Sub Total 3 #VALUE!

(30)

Nomor analisa : 11

Jenis Pekerjaan : Pasang bouwplank

Satuan : m

Rp. Rp.

1. BAHAN

Kayu meranti Balok/Papan m3 0.0070 1,409,700 9,867.90

Paku kayu kg 0.1540 8,570 1,319.78

Sub Total 1 11,187.68

2. TENAGA

Mandor org/hr 0.0150 37,500 562.50

Tukang Kayu org/hr 0.0550 28,600 1,573.00

Pekerja org/hr 0.1500 21,875 3,281.25

Sub Total 2 5,416.75

3. ALAT

- Alat bantu = 6% x upah kerja 325.01

Sub Total 3 0.00

16,604.43

12.50% 2,075.55

TOTAL

(31)

Nomor analisa :

Jenis Pekerjaan : Galian tanah biasa

Satuan : m3

Rp. Rp. 1. BAHAN Sub Total 1 -2. TENAGA Mandor org/hr 0.0300 37,500 1,125 Pekerja org/hr 1.0000 21,875 21,875 Sub Total 2 23,000 3. ALAT Sub Total 3 23,000 TOTAL

(32)

Nomor analisa :

Jenis Pekerjaan : Gorong-gorong dia.1,5 m

Satuan : m

Rp. Rp. 1. BAHAN Beton K.125 m3 0.5500 465,350 255,943 Sub Total 1 255,943 2. TENAGA Mandor 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 Sub Total 2 89,388 3. ALAT

Stamper jam 0.1800 x #VALUE!

Dump truck , 4 ton jam 0.5160 78,650 40,583

Sub Total 3 #VALUE!

#VALUE!

D/2004/analis-04xls

Biaya per m

(33)

Nomor analisa : 3

Jenis Pekerjaan : Gorong-gorong dia.1 m

Satuan : m

Rp. Rp. 1. BAHAN Beton K.125 m3 0.3800 465,350 176,833 Sub Total 1 176,833 2. TENAGA Mandor 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 Sub Total 2 70,419 3. ALAT

Dump truck , 4 ton jam 0.4300 78,650 33,820

Sub Total 3 #VALUE!

#VALUE! Biaya per m

(34)

Nomor analisa :

Jenis Pekerjaan : Gorong-gorong dia.0,2 m

Satuan : m

Rp. Rp.

1. BAHAN

Buis beton dia.0,20m-1m m 1.0000 x #VALUE!

Pasir urug m3 0.0200 63,000 1,260

Sub Total 1 #VALUE!

2. TENAGA

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

Sub Total 2 19,719

3. ALAT

Sub Total 3 #VALUE!

#VALUE! Biaya per m

(35)

Nomor analisa : 21

Jenis Pekerjaan : Screen Gravel

Satuan : m3

Dasar analisa : BOW.A18B

Rp. Rp. 1. BAHAN Gravel 2/3 m3 1.2000 90,000 108,000 Sub Total 1 108,000 2. TENAGA Mandor org/hr 0.0100 37,500 375 Pekerja org/hr 0.3000 21,875 6,563 Sub Total 2 6,938 3. ALAT Sub Total 3 -114,938 TOTAL

(36)

Nomor analisa : 20

Jenis Pekerjaan : Drain hole dia.2"-0,6 m

Satuan : bh

Rp. Rp.

1. BAHAN

Pipa PVC 2' x 4 m m 0.1500 x #VALUE!

Ijuk kg 0.5000 x #VALUE!

Sub Total 1 #VALUE!

2. TENAGA

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

Sub Total 2 3,656

3. ALAT

Alat bantu 6% tenaga hr 0.0600 3,656 219

Sub Total 3 219

(37)

Nomor analisa :

Jenis Pekerjaan : Drai hole dia 2"- 3 m

Satuan : bh

Rp. Rp.

1. BAHAN

Pipa PVC 2' x 4 m m 1.0000 x #VALUE!

Ijuk kg 0.5000 x #VALUE!

Sub Total 1 #VALUE!

2. TENAGA

Sub Total 2 3,656

3. ALAT

Alat bantu 6% tenaga hr 0.0600 3,656 219.375

Sub Total 3 219.375

(38)

Nomor analisa :

Jenis Pekerjaan : Gebalan rumput

Satuan : m2

Rp. Rp.

1. BAHAN

Rumput m2 1 x #VALUE!

Bambu buah 0.05 x #VALUE!

Sub Total 1 #VALUE!

2. TENAGA

Sub Total 2 3,656

3. ALAT

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

(39)

PAKET : III

PEK. : BENDUNG GROJOGAN DAN SALURAN HANTAR II

NO. URAIAN SATUAN JUMLAH JARAK H. SAT. JML. HARGA

Km 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

(40)

PAKET : V. KOLAM PENAMPUNG

Km Rp./Km

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

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

(41)

PAKET : I

PEK. : BASE CAMP

Km Rp./Km

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

7 Concrete Mixer + Truck Unit 2 75 10,000 1,500,000 14,250,000 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 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

(42)

PAKET : V

PEK. : Terowong 930 M

2trip(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

(43)

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

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

3 Asrama Unit 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 ) 37,800,000

(44)

PAKET : IV

PEK. : BENDUNG GROJOGAN

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

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

1,650,000

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

(45)

PAKET : III

PEK. : SALURAN HANTAR I+II

1 Excavator (2bh) +Trailler Unit 2 150 25,000 7,500,000

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

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 ) 43,800,000

(46)

PAKET : VI

PEK. : KOLAM PENAMPUNG

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

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

2,150,000

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

(47)

PAKET : I

PEK. : BASE CAMP

1 Bulldozer (1bh)+ Trailler Unit 1 300 25,000 7,500,000

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

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

1,650,000

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

(48)

Nomor analisa : 22

Jenis Pekerjaan : Coffering

Satuan : Ls

Rp. Rp. 1. BAHAN Gedeg lbr 0.0800 17,000 1,360 Bambu bh 0.0300 6,000 180 Kawat kg 0.0400 7,000 280 Sub Total 1 1,540 2. TENAGA 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 Sub Total 2 25,590 3. ALAT 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 27,610 Total 3,313,197 Dibulatkan 3,313,000 TOTAL

(49)

Nomor analisa : 22

Jenis Pekerjaan : Pengadaan Pipa steel, ID 1400mm,t=15 mm

Kuantitas Pekerjaan 3139.05 kg

Satuan : kg

Rp. Rp.

1. BAHAN

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

Sub Total 1 #VALUE!

2. TENAGA

Mandor 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 Sub Total 2 31,719 3. ALAT 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 #VALUE! TOTAL

(50)

Nomor analisa :

Jenis Pekerjaan : Pipe Jacking

Satuan : m

Harga satuan ( Rp.) : Rp. 6,211,000

Rp. Rp. 1 TENAGA Mandor 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 PERALATAN

Jacking 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 ANALISA HARGA SATUAN PEKERJAAN

NO. URAIAN SAT. VOLUME

(51)

Nomor analisa :

Jenis Pekerjaan : Dewatering/Pengeringan

Satuan : Jam

Harga satuan ( Rp.) : Rp. 100,000

Rp. Rp. 1 TENAGA Mekanik org/hr 0.0500 37,500 1,875 Operator org/hr 0.0500 35,000 1,750 Sub Total 2 3,625 2 PERALATAN

Pompa 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 ANALISA HARGA SATUAN PEKERJAAN

NO. URAIAN SAT. VOLUME