RAB - DD - Jurnal - Baru-4 Th-perba

Luas Lahan Produksi Padi Total Produksi Harga Satuan Jumlah(Ha) (kg/Ha) Padi (kg) (Rp/kg) (Rp)

59.50 3,825 227,587.50 1,454 330,912,225

No. Uraian Ha Total Biaya (Rp)

I GENANGAN & GREEN BELT 333,917 33.00 7,550,000,000 1. Sawah 60,758 6.00 30,000 1,800,000,000 2. Tegalan 72,809 7.00 25,000 1,750,000,000 3. Semak Belukar 200,350 20.00 20,000 4,000,000,000

II BENDUNGAN & BANGUNAN FASILIT 96,824 10.00 2,450,000,000 1. Sawah 16,137 2.00 30,000 600,000,000 2. Tegalan 48,412 5.00 25,000 1,250,000,000 3. Semak Belukar 32,275 3.00 20,000 600,000,000

III 48,000 5.00 25,000 1,200,000,000

IV PEMINDAHAN PURA 25 0.0025 100,000,000

TOTAL PEMBEBASAN LAHAN 48.00 ###

m2 Harga Sataun (Rp/m2)

JALAN MASUK (Tegalan)

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TabelREKAPITULASI VOLUME PEKERJAAN

WADUK SORGA

No. Jenis Pekerjaan SatuanVolume

Alt. C Alt. C

(1) (2) (3) (4) (5)

I PEKERJAAN PERSIAPAN

1.1 - Mobilisasi dan Demobilisasi LS 1.00 1.00

1.2 - Barak Kerja (70 m2) LS 1.00 1.00

1.3 - Kantor Lapangan (200 m2) LS 1.00 1.00

1.4 - Penyediaan Air Bersih dan Sanitasi LS 1.00 1.00

1.5 - Penyediaan Sarana Penerangan LS 1.00 1.00

1.6 - Penyediaan Sarana Telekomunikasi LS 1.00 1.00

1.7 - Penyediaan Sarana Laboratorium LS 1.00 1.00

1.8 - Penyediaan Sarana Kesehatan LS 1.00 1.00

1.9 - Acces Road (L = 586.88 m; B = 7,00 m) :

A. Pekerjaan Tanah :

- Pembersihan 22,415.00 22,415.00

- Galian batu keras (peledakan) 128,746.34 128,746.34

- Galian batu lapuk (alat berat) 22,111.80 22,111.80

- Urugan Pasir, t = 10 cm 1,319.56 1,451.52

B. Pekerjaan Jalan

- Lapisan Penetrasi, t = 5 cm 498.57 548.43

- Lapis Pondasi Atas / Base Course, t = 15 cm 1,495.98 1,645.58

- Lapis Pondasi Bawah / Sub-Base Course, t = 10 1,994.76 2,194.24

- Berm 368.56 405.42

C. Pekerjaan Pasangan :

- Pasangan Batu Kali (1PC : 4Ps) 1,470.24 1,617.26

- Plesteran 3,096.60 3,406.26

D. Pekerjaan Beton :

- Lantai kerja, t = 10 cm 10.92 12.01

- Dinding Beton (K 225) m3 202.32 222.55

- Tulangan Beton (pemotongan, pembengkokan dan pemasangan) ton 6.07 6.68

- Bekisting (termasuk pembongkaran) m2 331.05 364.15

II PEKERJAAN SIPIL/KONSTRUKSI

2.1

2.1.1 Pekerjaan Tanah :

- Pembersihan 4,071.10 4,071.00

- Galian Batu Lapuk (dengan alat berat) 57,541.48 57,541.00

- Galian Batu Keras (dengan alat berat) 134,263.45 134,263.00

- Urugan kembali 3,015.70 3,016.00

2.1.2 Pekerjaan Beton :

- Beton K-225 5,387.76 5,388.00

- Beton K-125 258.22 258.00

- Tulangan Beton ton 262.64 263.00

- Bekisting 4,804.97 4,805.00

2.1.4 Drilling dan Grouting :

- Backfill Grouting 316.51 316.51

- Pemboran lubang consolidation grouting m' 1,200.00 1,200.00

- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m m' 80.00 80.00

- Material grouting 128.00 128.00

2.1.5 Pekerjaan Lain - lain :

- Steel Support kg 20,290.31 21,304.83

- PVC Water stop, b = 0.30 m 1,213.99 1,274.69

- Dowel, dia. 25, L = 1 m buah 562.00 590.10

2.2

2.2.1 Pengelakan Sungai :

- Coffering dan Dewatering LS 1.00 1.00


- Pembersihan 11,540.43 12,694.47

- Pengupasan 11,540.43 12,694.47

- Galian Tanah 19,724.70 21,697.16

- Galian Batu Lapuk 1,931.52 2,124.67

- Galian Batu Keras 50,362.66 55,398.92

- Timbunan Inti / Zona 1 15,705.48 17,276.03

- Timbunan Filter Halus / Zona 2 3,973.32 4,370.65

- Timbunan Batu / Zona 4 54,557.21 60,012.93

- Timbunan Riprap / Zona 5 5,773.17 6,350.49

2.3


- Pembersihan 32,323.64 35,556.00

- Pengupasan 32,323.64 35,556.00

- Galian Tanah 13,469.98 14,816.98


- Galian Batu Keras 107,574.42 118,331.86

- Timbunan Inti / Zona 1 150,341.93 165,376.12

- Timbunan Filter Halus / Zona 2 45,456.85 50,002.54

- Timbunan Filter Kasar / Zona 3 41,324.32 45,456.75

- Timbunan Batu / Zona 4 433,583.84 476,942.22

- Timbunan Riprap / Zona 5 34,003.36 37,403.70


- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m m' 1,650.00 1,650.00

- Pemboran lubang curtain grouting hole, kedalaman 10 m - 20 m m' 1,010.00 1,010.00


- Pemboran lubang curtain grouting hole, kedalaman > 30 m m' 92.00 92.00

- Pemboran inti untuk pilot & check hole, kedalaman 0 m - 10 m m 480.00 480.00



- Pemboran inti untuk pilot & check hole, kedalaman > 30 m m 24.00 24.00

- Blanket Grouting m' 2,640.00 2,640.00

- Water pressure test untuk lubang curtain grouting (1 tekanan) test 96.00 96.00

- Water pressure test untuk pilot & check hole (7 tekanan) test 80.00 80.00

- Material grouting ton 516.45 516.45

- Material Pasir 5.00 5.00

- Mobilisasi dan Demobilisasi Personil dan Peralatan LS 1.00 1.00

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TEROWONG PENGELAK (DIVERSION TUNNEL)

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BENDUNGAN PENGELAK (COFFERDAM)

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BENDUNGAN UTAMA (MAIN DAM)

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of 30


WADUK SORGA


Alt. C Alt. C

(1) (2) (3) (4) (5)

2.3.3 Instrumentasi :

- Pizometer set 12.00 12.00

- Seepage Water Measuring Device set 1.00 1.00

- Multilayer Settlement Gauges set 1.00 1.00

- Surface Settlement Survey Point set 14.00 14.00

- Crest Settlement Survey Point set 6.00 6.00

- Observation Well set 3.00 3.00

- Automatic Water Level Recorder set 1.00 1.00

- Papan Duga Air set 1.00 1.00

- Inklinometer set 1.00 1.00

2.3.4 Perkerasan Puncak Bendungan :

- Lapisan Penetrasi 92.54 101.79

- Base Course 277.62 305.38

- Sub-Base Course 370.16 407.18

2.3.5 Pekerjaan Beton:

- Beton K-175 182.83 191.97

- Beton K-125 65.26 68.52

- Bekisting 95.40 100.17


2.3.6 Pekerjaan Lain-lain :

- Handraill Galvanis Pipe dia. 3" m' 1,080.00 1,080.00

2.3.7 Rumah untuk alat pengukur rembesan

- Beton K 175 90.65 95.18

- Beton K 225 16.59 17.42

- Tulangan ton 0.50 0.52

- Bekisting 603.93 634.13

- Urugan Pasir 3.75 4.13

- Pipa beton dia. 0.5 m buah 42.00 42.00

- Tangga (pipa galvanis) kg 25.60 26.88

- Pintu Plat besi t = 5 mm (0.8 x 2 m) buah 1.00 1.00

2.4


- Pembersihan 37,191.06 37,191.06

- Galian Tanah 52,336.54 52,336.54


- Galian Batu Keras (dengan peledakan) 258,707.40 258,707.40

- Urugan Kembali 23,315.68 23,315.68


- Beton K-225 35,865.27 35,865.27

- Beton K-125 528.67 528.67


- Bekisting 13,873.90 13,873.90





- Pemboran lubang consolidation grouting m' 80.00 80.00

- Material grouting ton 48.00 48.00


- Anchor Bar D22 m' 1,800.00 1,800.00

- Pipa drainase, PVC berubang, dia. 6" m' 901.94 901.94

- Dowel, dia. 25, L = 1 m buah 280.00 280.00

- PVC Water stop, b = 0.30 m' 716.61 716.61

- Shotcrete 13,660.29 13,660.29

2.5


- Galian Batu Lapuk (dengan alat berat) 97.97 107.77


- Beton K-225 654.10 686.80

- Beton K-125 32.87 34.51


- Bekisting 1,009.46 1,059.93


- Ruang operasional 62.80 65.94

- D 25 Rock Dowel L = 4 m @ 2.5 m (m) buah 32.00 32.00

- D 25 Rock Dowel L = 1 m buah 33.00 33.00

- Shotcrete with steel wire mesh 100 x 100 x 4 mm 107.95 107.95

- Rock bolt m 38.00 38.00

- PVC Water stop, b = 0.30 m' 76.18 76.18

2.6 PERPIPAAN DAN BAK PENAMPUNG

A. SALURAN TRANSMISI KANAN (DESA LOKAPAKSA)


- Galian Tanah 408.75 449.63

- Urugan Kembali 204.38 224.82

- Urugan Pasir 136.25 149.88

2.6.2 Pekerjaan untuk Ponton

- Stryro foam (2 x 1 x 0.67) m pcs 6.00 6.30

- Besi Kanal UNP 20 (3 x 4) m kg 300.00 315.00

- Besi H Beam 200 x 200 (4 x 4) m kg 1,038.40 1,090.32

- Plat Bordes (4 x 3 x 0.003) m m2 12.00 12.60

- Pagar Pengaman (4 x 3) m, pipa galvanis dia. 0.05 m m 34.00 34.00

- Mur baut (M 16 Galvanis) pcs 16.00 16.00

- Mur baut (M 10 Galvanis) pcs 34.00 34.00

2.6.3 Pekerjaan untuk Bak Penampung

- Pembersihan 232.50 255.75

- Galian Tanah 291.09 320.20


- Beton K 225 131.09 144.20

- Beton K 125 9.49 10.44


- Bekisting 352.23 387.45

- Besi Beton dia. 16 mm (untuk tangga) kg 18.96 19.91

- Pasir Urug 9.00 9.90

- buah 6.00 6.00

- Gate Valve dia. 100 mm buah 1.00 1.00

- Besi siku L 50.50.5 kg 7.54 7.92

- Tee dia. 100 mm buah 1.00 1.00

2.6.4 Pekerjaan Pipa

- GSP dia. 100 mm m 12.50 12.50

- Gauge Indicator dia. 50 mm set 1.00 1.00

- Check Valve dia. 100 mm set 1.00 1.00

- Butterfly Valve dia. 100 mm set 1.00 1.00

- set 6.00 6.00

- T joint dia. 100 mm set 1.00 1.00

- Pipa karet dia. 100 mm m 55.00 55.00

- GSP dia. 100 mm m 95.00 95.00

- PVC/Rigid pipe (AW class ) dia. 100 mm m 375.00 375.00

- Flange dia. 100 mm, (GSP) set 16.00 16.00

- Socket dia. 100 (PVC,AW) set 63.00 63.00

- Mur & Baut M 16 (Galvanize) set 210.00 210.00

- Concrete sadle (0,3x0,4x0,5 m)x17 set 1.02 1.02

- Galian tanah &Timbunan pasir (375x0,3x0,5)m 56.25 61.88

2.6.5 Pompa

- Submersible Stainles steel(Head 100;Debit 30 lt/dt) set 2.00 2.00

- Centrifugal Split Casing (Head 100 m;debit 30 lt/dt) set 2.00 2.00

2.6.6 Pekerjaan Listrik

- Power cable NYFGby 4x120mm2 (L10 m ) m 10.00 10.00

- Power cable.NYFGby 2x3x70mm2 (10m),u/Centr.P. m 10.00 10.00

- Power cable NYR 2x3x50mm2 (149m),u/Sub.P m 149.00 149.00

- Generating set (125 kVA), Sound proof (katerpilar/Perkin atau sederaj set 1.00 1.00

- Main distribution panel & Sub distribution panel (utk pengoperasian set 1.00 1.00

2.6.7 Pekerjaan Lain - lain

- Rumah pompa 28.00 28.00

- Tangki Bahan Bakar LS 1.00 1.00

B. SALURAN TRANSMISI KIRI (3 DESA)

2.6.6 Pekerjaan Tanah

- Galian 5,302.54 5,302.54

- Urugan Kembali 2,651.27 2,651.27

- Urugan Pasir 1,767.51 1,767.51


- Pipa PVC Ø 200 mm m 6,850.00 6,850.00

- Bend Ø 200 mm (PVC) buah 287.00 287.00

- Reducer 300 mm x 200 mm (GIP) buah 1.00 1.00

- Socket Ø 200 mm (PVC) buah 288.00 288.00

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PELIMPAH (SPILLWAY)

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BANGUNAN PENGAMBILAN (INTAKE)

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Elbow 90o dia. 100 mm

Elbow 90o dia.100 mm

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G162

FAKTOR * 1.00 (UTK PEK. BETON SPILLWAY)

of 30


WADUK SORGA


Alt. C Alt. C

(1) (2) (3) (4) (5)



- Galian Tanah 232.99 256.29


- Pasir Urug 7.77 8.54

- Beton K 225 110.86 110.86

- Beton K 125 7.77 7.77


- Bekisting 321.28 321.28

- besi beton Ø. 16 mm (untuk tangga) kg 18.96 18.96

- buah 6.00 6.00

- Gate Valve Ø 200 mm buah 1.00 1.00

- Besi siku L 50.50.5 kg 7.54 7.54

- Tee Ø 200 mm buah 1.00 1.00

2.6.9 Pekerjaan untuk Jembatan Pipa

1 TIPIKAL I

Pekerjaan Tanah


- Galian Tanah 126.00 126.00



Pekerjaan Beton

- Beton K-225 m3 44.38 44.38

- Lantai Kerja (Beton K-125) m3 3.36 3.36


- Bekisting m2 159.04 159.04

Pekerjaan Pipa dan Accessories

- Pipa GIP Ø 200 mm m 125.88 125.88

- buah 26.00 26.00

- Air Valve buah 7.00 7.00

Pekerjaan Baja

- Besi Baja Profil WF 400x200 kg 12,672.00 13,305.60

- Besi Baja Profil WF 300x150 kg 734.00 770.70

- Besi Siku L 75 x 75 x 6 kg 673.26 706.92

- Besi Plat Strip 3 x 50 kg 84.54 88.77

- Besi Beton Ø 10 mm kg 162.31 170.42

- Baut 1/2" kg 16.17 16.98

- Balok 8/12 utk Penopang Pipa m3 0.21 0.22

- Cat Besi kg 27.68 29.00

2 Tipikal II

Pekerjaan Tanah

- Pembersihan m2 48.00 48.00

- Galian Tanah m3 72.00 72.00

- Urugan Kembali m3 24.00 24.00

- Urugan Pasir m3 1.92 1.92

Pekerjaan Beton

- Beton K-225 m3 21.12 21.12

- Lantai Kerja (Beton K-125) m3 1.92 1.92


- Bekisting m2 13.04 13.04


- Pipa GIP Ø 200 mm m 127.25 127.25

- buah 4.00 4.00

- buah 14.00 14.00

- Air Valve buah 4.00 4.00

Pekerjaan Baja

- Besi Baja Profil WF 300x150 kg 8,441.00 8,863.05

- Besi Siku L 75 x 75 x 6 kg 1,503.16 1,578.31

- Besi Plat Strip 3 x 50 kg 84.19 88.40

- Besi Beton Ø 10 mm kg 71.50 75.08

- Baut 1/2" kg 16.94 17.79

- Balok 8/12 Penopang Pipa m3 129.20 135.66

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Elbow 90o dia. 200 mm

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Bend 45o all Flange Ø 200 mm

Bend 45o All Flange Ø 200 mm

Bend 22 1/2o All Flange Ø 200 mm

F345

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of 30


WADUK SORGA


Alt. C Alt. C

(1) (2) (3) (4) (5)

III HIDROMEKANIKAL

3.1 Intake Trashrack (4 m L x 8 m T) set 1.00 1.00

3.2 Fix Wheel Gate ( 2 m L x 2.7 m T) set 1.00 1.00

3.3 Katup Pintas (Sluice Valve) dia. 20 mm set 1.00 1.00

3.4 Butterfly Valve, dia. 0.70 m set 2.00 2.00

3.5 Butterfly Valve, dia. 0.30 m set 2.00 2.00

3.6 Pipa Baja Saluran Utama, dia. 1.0 m (L = 138 m) ls 1.00 1.00

3.7 Stoplog Concrete (4 x 0.5 x 0.2 m) 8 unit ls 1.00 1.00

IV BANGUNAN PENUNJANG

4.1 Kantor Proyek (19 m x 12 m) 228.00 228.00

4.2 Rumah Dinas (12 m x 12.5 m) 150.00 150.00

4.3 Gudang Material (15 m x 8 m) 120.00 120.00

4.4 Rumah Jaga, 3 @ (4 m x 6 m) 72.00 72.00

4.5 Gardu Pandang (16 m x 16 m) 256.00 256.00

4.6 Rumah Genset, 1 @ (4 m x 4 m) 16.00 16.00

4.7 90.00 90.00

4.8 Tandon Air LS 1.00 1.00

4.9 Tangki Bahan Bakar (4000 lt) LS 1.00 1.00

V PEKERJAAN LISTRIK

5.1 Instalasi Penerangan Gedung LS 1.00 1.00

5.2 Instalasi Penerangan Jalan dan Puncak Bendungan LS 1.00 1.00

5.3 Instalasi Penerangan Terowong LS 1.00 1.00

5.4 Instalasi Penerangan Motor-Motor LS 1.00 1.00

5.5 Instalasi Utama LS 1.00 1.00

5.6 Genset 15 kVA LS 1.00 1.00

5.7 Sistem Pentanahan LS 1.00 1.00

VI PENINGGIAN JALAN DAN JEMBATAN LS 1.00 1.00

6.1 PENINGGIAN JALAN


- Galian Tanah 4,437.47 4,437.47

- Timbunan Sirtu 6,297.35 6,297.35

- Urugan Pasir 143.35 143.35


- Dinding Beton (K 225) 1,939.79 1,939.79


- Bekisting (termasuk pembongkaran) 3,759.29 3,759.29

6.1.3 Pekerjaan Jalan

- Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 50.17 55.19

- Lapis Pondasi Atas/Base Course, Agregat Class A 150.52 165.57

- Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B 387.05 425.76

6.1.4 Patok Pengaman

- Beton K 125 4.23 4.44


6.2 PENINGGIAN JEMBATAN




- Beton K 125 124.80 131.04

- Beton K 225 312.68 328.31

- Beton K 250 126.65 132.98

- Beton K 300 1.90 1.99


- Bekisting (termasuk pembongkaran) 1,155.56 1,213.34

6.2.3 Pekerjaan Jalan :

- Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 7.00 7.70

- Lapis Pondasi Atas/Base Course, Agregat Class A 21.00 23.10

- Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B 28.00 30.80

6.2.4 Pekerjaan Lain-lain

- Besi Plat 2.5 mm ton 0.05 0.05

- Pipa Galvanis 3 " m' 80.00 80.00

- Tiang pancang beton dia. 50 cm m 288.00 288.00

- Pembongkaran jembatan lama 99.14 109.05

- Pembuatan jembatan sementara (jembatan glugu) ls 1.00 1.00

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Rumah Tangki Bahan Bakar (90 m2) m2

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307

Tabel III - 1PRAKIRAAN BIAYA FINANSIAL KONSTRUKSI

WADUK SORGA

No. Jenis Pekerjaan Satuan Volume No. AnalisaHarga Satuan Total Biaya

(Rp) (Rp)(1) (2) (3) (4) (5) (6) (7) = (4)*(6)


1.1 - Mobilisasi dan Demobilisasi LS 1.00 165,000,000 165,000,000

1.2 - Barak Kerja (70 m2) LS 1.00 A.01 51,015,342 51,015,342

1.3 - Kantor Lapangan (200 m2) LS 1.00 A.02 278,987,439 278,987,439

1.4 - Penyediaan Air Bersih dan Sanitasi LS 1.00 A.03 40,342,500 40,342,500

1.5 - Penyediaan Sarana Penerangan LS 1.00 A.04 183,362,520 183,362,520

1.6 - Penyediaan Sarana Telekomunikasi LS 1.00 A.05 75,213,600 75,213,600

1.7 - Penyediaan Sarana Laboratorium LS 1.00 A.06 500,699,860 500,699,860

1.8 - Penyediaan Sarana Kesehatan LS 1.00 A.07 #VALUE!

1.9 - Acces Road (L = 586.88 m; B = 7,00 m) :


- Pembersihan 22,415.00 C.01 2,289 51,307,935

- Galian batu keras (peledakan) 128,746.34 C.06 67,766 8,724,624,476

- Galian batu lapuk (alat berat) 22,000.00 C.04 18,617 409,574,000

- Urugan Pasir, t = 10 cm 1,451.52 C.13 17,774 25,799,245

B. Pekerjaan Jalan

- Lapisan Penetrasi, t = 5 cm 548.43 F.01 723,141 396,590,049

- Lapis Pondasi Atas / Base Course, t = 15 cm 1,645.58 F.02 186,064 306,182,825

- Lapis Pondasi Bawah / Sub-Base Course, t = 10 2,194.24 F.03 #VALUE!

- Berm 405.42 F.03 #VALUE!


- Pasangan Batu Kali (1PC : 4Ps) 1,617.26 E.02 256,592 414,977,004

- Plesteran 3,406.26 E.04 18,619 63,421,155


- Lantai kerja, t = 10 cm 12.01 D.05 467,800 5,619,214

- Dinding Beton (K 225) m3 222.55 D.03 566,700 126,120,218

- Tulangan Beton (pemotongan, pembengkokan dan pemasangan) ton 6.68 D.06 9,379,500 62,622,795

- Bekisting (termasuk pembongkaran) m2 364.15 D.07 #VALUE!

Sub Total 1.9 #VALUE!

SUB TOTAL I #VALUE!


2.1 TEROWONG PENGELAK


- Pembersihan m2 4,071.00 C.01 2,289 9,318,519

- Galian Batu Lapuk (dengan alat berat) m3 54,861.87 C.04 18,617 1,021,363,434

- Galian Batu Keras (dengan peledakan) m3 21,560.05 C.06 67,766 1,461,038,348

- Urugan kembali m3 3,016.00 C.12 10,817 32,624,072


- Beton K-225 m3 5,388.00 D.03 566,700 3,053,379,600

- Beton K-125 m3 258.00 D.05 467,800 120,692,400

- Tulangan Beton ton 263.00 D.06 9,379,500 2,466,808,500

- Bekisting m2 4,805.00 D.07 #VALUE!


- Backfill Grouting m3 316.51 G.14 2,308,841 730,775,988

- Pemboran lubang consolidation grouting m' 1,200.00 G.01 207,206 248,647,200

- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m m' 80.00 G.02 207,939 16,635,120

- Material grouting m3 128.00 G.10 880,000 112,640,000

2.1.5 Pekerjaan Lain - lain :

- Steel Support kg 21,304.83 K.08 16,376 348,887,822

- PVC Water stop, b = 0.30 m 1,274.69 K.01 250,340 319,105,507

- Dowel, dia. 25, L = 1 m buah 590.10 K.02 53,227 31,409,253


2.2

2.2.1 Pengelakan Sungai :

- Coffering dan Dewatering LS 1.00 B.01 #VALUE!


- Pembersihan 12,694.47 C.01 2,289 29,057,649

m2

m3

m3

m3

m3

m3

m3

m3

m3

m2

m3


m2

H12

Referensi Waduk Benel (pelaksanaan)

308


WADUK SORGA


(Rp) (Rp)(1) (2) (3) (4) (5) (6) (7) = (4)*(6)

- Pengupasan 12,694.47 C.02 2,944 37,372,529

- Galian Tanah 21,697.16 C.03 14,279 309,813,812

- Galian Batu Lapuk 2,124.67 C.04 18,617 39,555,019

- Galian Batu Keras (dengan peledakan) 55,398.92 C.06 67,766 3,754,163,247

- Timbunan Inti / Zona 1 17,276.03 C.07 28,903 499,329,037

- Timbunan Filter Halus / Zona 2 4,370.65 C.08 32,733 143,064,552

- Timbunan Batu / Zona 4 60,012.93 C.10 20,738 1,244,548,049

- Timbunan Riprap / Zona 5 6,350.49 C.11 24,126 153,211,849


2.3


- Pembersihan 35,556.00 C.01 2,289 81,387,693

- Pengupasan 35,556.00 C.02 2,944 104,676,876

- Galian Tanah 14,816.98 C.03 14,279 211,571,629

- Galian Batu Lapuk 48,215.66 C.04 18,617 897,630,979


- Timbunan Inti / Zona 1 165,376.12 C.07 28,903 4,779,866,019

- Timbunan Filter Halus / Zona 2 50,002.54 C.08 32,733 1,636,732,978

- Timbunan Filter Kasar / Zona 3 45,456.75 C.09 22,759 1,034,550,219

- Timbunan Batu / Zona 4 476,942.22 C.10 20,738 9,890,827,841

- Timbunan Riprap / Zona 5 37,403.70 C.11 24,126 902,401,676


- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m m' 1,650.00 G.02 207,939 343,099,350

- Pemboran lubang curtain grouting hole, kedalaman 10 m - 20 m m' 1,010.00 G.03 218,732 220,919,320


- Pemboran lubang curtain grouting hole, kedalaman > 30 m m' 92.00 G.05 244,341 22,479,372

- Pemboran inti untuk pilot & check hole, kedalaman 0 m - 10 m m 480.00 G.06 542,520 260,409,600



- Pemboran inti untuk pilot & check hole, kedalaman > 30 m m 24.00 G.09 453,237 10,877,688

- Blanket Grouting m' 2,640.00 G.17 207,939 548,958,960

- Water pressure test untuk lubang curtain grouting (1 tekanan) test 96.00 G.11 63,686 6,113,856

- Water pressure test untuk pilot & check hole (7 tekanan) test 80.00 G.12 183,612 14,688,960

- Material grouting ton 516.45 G.10 880,000 454,476,000

- Material Pasir 5.00 119,000 595,000

- Mobilisasi dan Demobilisasi Personil dan Peralatan LS 1.00 G.13 202,400,000 202,400,000

2.3.3 Instrumentasi :

- Pore Water Pressure Meter set 12.00 H.01 17,350,358 208,204,296

- Seepage Water Measuring Device set 1.00 H.02 38,530,888 38,530,888

- Multilayer Settlement Gauges set 1.00 H.03 18,115,582 18,115,582

- Surface Settlement Survey Point set 14.00 H.04 3,794,560 53,123,840

- Crest Settlement Survey Point set 6.00 H.05 3,794,560 22,767,360

- Observation Holes set 3.00 H.06 5,675,505 17,026,515

- Automatic Water Level Recorder set 1.00 H.07 58,080,000 58,080,000

- Papan Duga Air set 1.00 H.08 314,987 314,987

- Inklinometer set 1.00 H.09 #VALUE!

2.3.4 Perkerasan Puncak Bendungan :

- Lapisan Penetrasi 101.79 F.01 723,141 73,611,415

- Base Course 305.38 F.02 186,064 56,820,596

- Sub-Base Course 407.18 F.03 #VALUE!

2.3.5 Pekerjaan Beton:

- Beton K-175 191.97 D.04 479,800 92,107,926

- Beton K-125 68.52 D.05 467,800 32,055,059

- Bekisting 100.17 D.07 #VALUE!

- Tulangan Beton ton 5.76 D.06 9,379,500 54,017,901


- Handraill Galvanis Pipe dia. 3" m' 1,080.00 K.04 203,678 219,972,240

2.3.7 Rumah untuk alat pengukur rembesan

- Beton K 175 m3 95.18 D.04 479,800 45,666,548

- Beton K 225 m3 17.42 D.03 566,700 9,872,226

- Tulangan ton 0.52 D.06 9,379,500 4,901,881

- Bekisting m2 634.13 D.07 #VALUE!

- Urugan Pasir m3 4.13 C.13 17,774 73,318

- Pipa beton dia. 0.5 m buah 42.00 K.10 280,970 11,800,751

- Tangga (pipa galvanis) kg 26.88 K.11 74,359 1,998,783

- Pintu Plat besi t = 5 mm (0.8 x 2 m) buah 1.00 K.12 #VALUE!

m2

m3

m3

m3

m3

m3

m3

m3


m2

m2

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

309


WADUK SORGA


(Rp) (Rp)(1) (2) (3) (4) (5) (6) (7) = (4)*(6)


2.4


- Pembersihan 37,191.06 C.01 2,289 85,130,336

- Galian Tanah 52,336.54 C.03 14,279 747,313,455

- Galian Batu Lapuk 221,202.90 C.04 18,617 4,118,134,389


- Urugan Kembali 23,315.68 C.12 10,817 252,205,711


- Beton K-225 35,865.27 D.03 566,700 20,324,848,509

- Beton K-125 528.67 D.05 467,800 247,311,826

- Tulangan Beton ton 533.63 D.06 9,379,500 5,005,182,585

- Bekisting 13,873.90 D.07 #VALUE!





- Pemboran lubang consolidation grouting m' 80.00 G.01 207,206 16,576,480

- Material grouting ton 48.00 G.10 880,000 42,240,000


- Anchor Bar D22 m' 1,800.00 K.03 60,894 109,609,200

- Pipa drainase, PVC berubang, dia. 6" m' 901.94 K.05 100,922 91,025,387

- Dowel, dia. 25, L = 1 m buah 280.00 K.02 53,227 14,903,560

- PVC Water stop, b = 0.30 m' 716.61 K.01 250,340 179,396,898

- Shotcrete 13,660.29 G.18 #VALUE!


2.5


- Galian Batu Lapuk (dengan alat berat) m3 107.77 C.04 18,617 2,006,371


- Beton K-225 m3 686.80 D.03 566,700 389,210,013

- Beton K-125 m3 34.51 D.05 467,800 16,143,451

- Tulangan Beton ton 98.29 D.06 9,379,500 921,905,896

- Bekisting m2 1,059.93 D.07 #VALUE!


- Ruang operasional m2 65.94 1,735,184 114,418,037

- D 25 Rock Dowel L = 4 m @ 2.5 m (m) buah 32.00 K.09 157,721 5,047,069

- D 25 Rock Dowel L = 1 m buah 33.00 K.02 53,227 1,756,491

- Shotcrete with steel wire mesh 100 x 100 x 4 mm 107.95 G.15 540,281 58,324,969

- Rock Bolt D = 22, L = 3.0 m m 38.00 G.16 680,756 25,868,743

- PVC Water stop, b = 0.30 m' 76.18 K.01 250,340 19,071,903



A. SALURAN TRANSMISI KANAN (DESA LOKAPAKSA)


- Galian Tanah 449.63 C.03 14,279 6,420,195

- Urugan Kembali 224.82 C.12 10,817 2,431,856

- Urugan Pasir 149.88 C.13 17,774 2,663,878

2.6.2 Pekerjaan untuk Ponton

- Stryro foam (2 x 1 x 0.67) m pcs 6.30 9,000,000 56,700,000

- Besi Kanal UNP 20 (3 x 4) m kg 315.00 35,000 11,025,000

- Besi H Beam 200 x 200 (4 x 4) m kg 1,090.32 35,000 38,161,200

- Plat Bordes (4 x 3 x 0.003) m 12.60 35,000 441,000

- Pagar Pengaman (4 x 3) m, pipa galvanis dia. 0.05 m m 34.00 35,000 1,190,000

- Mur baut (M 16 Galvanis) pcs 16.00 5,000 80,000

- Mur baut (M 10 Galvanis) pcs 34.00 3,500 119,000


- Pembersihan m2 255.75 C.01 2,289 585,412

- Galian Tanah m3 320.20 C.03 14,279 4,572,122

- Urugan Kembali m3 50.82 C.12 10,817 549,720

- Beton K 225 m3 144.20 D.03 566,700 81,717,573

PELIMPAH (SPILLWAY)

m2

m3

m3

m3

m3

m3

m3

m2

m2


m2

m3

m3

m3

m2

3010


WADUK SORGA


(Rp) (Rp)(1) (2) (3) (4) (5) (6) (7) = (4)*(6)

- Beton K 125 m3 10.44 D.04 479,800 5,008,632

- Tulangan ton 4.33 D.06 9,379,500 40,575,436


- Besi Beton dia. 16 mm (untuk tangga) kg 19.91 M.01 8,745 174,090

- Pasir Urug m3 9.90 C.13 17,774 175,963

- Elbow 90o dia. 100 mm buah 6.00 M.16 64,937 389,624

- Gate Valve dia. 100 mm buah 1.00 M.18 885,294 885,294

- Besi siku L 50.50.5 kg 7.92 M.10 8,279 65,545

- Tee dia. 100 mm buah 1.00 M.17 84,737 84,737


- GSP dia. 100 mm m 12.50 435,890 5,448,625

- Gauge Indicator dia. 50 mm set 1.00 210,000 210,000

- Check Valve dia. 100 mm set 1.00 1,803,668 1,803,668

- Butterfly Valve dia. 100 mm set 1.00 750,000 750,000

- Elbow 90o dia.100 mm set 6.00 340,220 2,041,320

- T joint dia. 100 mm set 1.00 178,000 178,000

- Pipa karet dia. 100 mm m 55.00 555,000 30,525,000

- GSP dia. 100 mm m 95.00 435,890 41,409,550

- PVC/Rigid pipe (AW class ) dia. 100 mm m 375.00 76,550 28,706,250

- Flange dia. 100 mm, (GSP) set 16.00 150,000 2,400,000

- Socket dia. 100 (PVC,AW) set 63.00 35,000 2,205,000

- Mur & Baut M 16 (Galvanize) set 210.00 4,500 945,000

- Concrete sadle (0,3x0,4x0,5 m)x17 set 1.02 203,000 207,060

- Galian tanah & Timbunan pasir (375x0,3x0,5) m m3 61.88 37,400 2,314,125

2.6.5 Pompa

- Submersible Stainles steel(Head 100;Debit 30 lt/dt) set 2.00 306,800,000 613,600,000

- Centrifugal Split Casing (Head 100 m;debit 30 lt/dt) set 2.00 190,000,000 380,000,000

2.6.6 Pekerjaan Listrik

- Power cable NYFGby 4x120mm2 (L10 m ) m 10.00 254,000 2,540,000

- Power cable.NYFGby 2x3x70mm2 (10m),u/Centr.P. m 10.00 310,000 3,100,000

- Power cable NYR 2x3x50mm2 (149m),u/Sub.P m 149.00 234,000 34,866,000

- Generating set (125 kVA), Sound proof (katerpilar/Perkin atau sederajat) set 1.00 425,000,000 425,000,000

- Main distribution panel & Sub distribution panel (utk pengoperasian pom set 1.00 55,000,000 55,000,000

2.6.7 Pekerjaan Lain - lain

- Rumah pompa m2 28.00 1,735,184 48,585,154

- Tangki Bahan Bakar LS 1.00 J.30 #VALUE!

Sub Total A #VALUE!

B. SALURAN TRASMISI KIRI (3 DESA)

2.6.8 Pekerjaan Tanah

- Galian Tanah 5,302.54 C.03 14,279 75,714,933

- Urugan Kembali 2,651.27 C.12 10,817 28,678,774

- Urugan Pasir 1,767.51 C.13 17,774 31,415,767


- Pipa PVCØ 200 mm m 6,850.00 M.05 129,287 885,618,152

- Bend Ø 200 mm (PVC) buah 287.00 M.06 586,062 168,199,886

- Reducer 300 mm x 200 mm (GIP) buah 1.00 M.07 657,507 657,507

- Socket Ø 200 mm (PVC) buah 288.00 M.21 #VALUE!


- Pembersihan m2 195.30 C.01 2,289 447,042

- Galian Tanah m3 256.29 C.03 14,279 3,659,519

- Urugan Kembali m3 256.29 C.12 10,817 2,772,254

- Pasir Urug m3 8.54 C.13 17,774 151,836

- Beton K 225 m3 110.86 D.03 566,700 62,826,062

- Beton K 125 m3 7.77 D.05 467,800 3,632,935

- Tulangan ton 3.33 D.06 9,379,500 31,195,185


- besi beton Ø. 16 mm (untuk tangga) kg 18.96 M.01 8,745 165,800

- Elbow 90o dia. 200 mm buah 6.00 M.19 507,137 3,042,824

- Gate Valve Ø 200 mm buah 1.00 M.03 1,693,079 1,693,079

- Besi siku L 50.50.5 kg 7.54 M.10 8,279 62,424

- Tee Ø 200 mm buah 1.00 M.20 399,337 399,337

2.6.11 Pekerjaan untuk Jembatan Pipa

1 TIPIKAL I

Pekerjaan Tanah

- Pembersihan m2 84.00 C.01 2,289 192,276

- Galian Tanah m3 126.00 C.03 14,279 1,799,154


m3

m3

m3

3011


WADUK SORGA


(Rp) (Rp)(1) (2) (3) (4) (5) (6) (7) = (4)*(6)

- Urugan Pasir m3 3.36 C.13 17,774 59,721

Pekerjaan Beton

- Beton K-225 m3 44.38 D.03 566,700 25,150,146

- Lantai Kerja (Beton K-125) m3 3.36 D.05 467,800 1,571,808

- Tulangan ton 1.33 D.06 9,379,500 12,487,866



- Pipa GIP Ø 200 mm m 125.88 M.02 495,014 62,312,331

- buah 26.00 M.14 630,337 16,388,770

- Air Valve buah 7.00 M.04 773,337 5,413,361

Pekerjaan Baja

- Besi Baja Profil WF 400x200 kg 13,305.60 M.08 9,929 132,111,835

- Besi Baja Profil WF 300x150 kg 770.70 M.08 9,929 7,652,311

- Besi Siku L 75 x 75 x 6 kg 706.92 M.09 9,379 6,630,259

- Besi Plat Strip 3 x 50 kg 88.77 M.11 7,729 686,120

- Besi Beton Ø 10 mm kg 170.42 M.12 9,042 1,540,909

- Baut 1/2" kg 16.98 14,100 239,397

- Balok 8/12 utk Penopang Pipa m3 0.22 M.13 4,258,100 931,459

- Cat Besi kg 29.00 39,500 1,145,500

2 TIPIKAL II

Pekerjaan Tanah

- Pembersihan m2 48.00 C.01 2,289 109,872

- Galian Tanah m3 72.00 C.03 14,279 1,028,088


- Urugan Pasir m3 1.92 C.13 17,774 34,126

Pekerjaan Beton

- Beton K-225 m3 21.12 D.03 566,700 11,968,704

- Lantai Kerja (Beton K-125) m3 1.92 D.05 467,800 898,176

- Tulangan ton 0.63 D.06 9,379,500 5,942,851



- Pipa GIP Ø 200 mm m 127.25 M.02 495,014 62,990,500

- buah 4.00 M.14 630,337 2,521,349

- buah 14.00 M.15 630,337 8,824,723

- Air Valve buah 4.00 M.04 773,337 3,093,349

Pekerjaan Baja

- Besi Baja Profil WF 300x150 kg 8,863.05 M.08 9,929 88,001,578

- Besi Siku L 75 x 75 x 6 kg 1,578.31 M.09 9,379 14,803,068

- Besi Plat Strip 3 x 50 kg 88.40 M.11 7,729 683,253

- Besi Beton Ø 10 mm kg 75.08 M.12 9,042 678,808

- Baut 1/2" kg 17.79 14,100 250,797

- Balok 8/12 Penopang Pipa m3 135.66 M.13 4,258,100 577,653,846

Sub Total B #VALUE!


SUB TOTAL II #VALUE!

III HIDROMEKANIKAL

3.1 Intake Trashrack (4 m L x 8 m T) set 1.00 I.01 352,819,500 352,819,500

3.2 Fix Wheel Gate ( 2 m L x 2.7 m T) set 1.00 I.02 2,205,359,030 2,205,359,030

3.3 Katup Pintas (Sluice Valve) dia. 20 mm set 1.00 I.03 80,575,000 80,575,000

3.4 Butterfly Valve, dia. 0.70 m set 2.00 I.04 140,595,400 281,190,800

3.5 Butterfly Valve, dia. 0.30 m set 2.00 I.05 134,227,500 268,455,000

3.7 Pipa Baja Saluran Utama, dia. 1.0 m (L = 138 m) set 1.00 I.06 663,582,700 663,582,700

3.8 Stoplog Concrete (4 x 0.5 x 0.2 m) 8 unit 1.00 I.07 #VALUE!

SUB TOTAL III #VALUE!


4.1 Kantor Proyek (19 m x 12 m) 228.00 1,735,184 395,621,967

4.2 Rumah Dinas (12 m x 12.5 m) 150.00 1,735,184 260,277,610

4.3 Gudang Material (15 m x 8 m) LS 1.00 J.28 60,420,617 60,420,617

4.4 Rumah Jaga, 3 @ (4 m x 6 m) 72.00 1,735,184 124,933,253

4.5 Gardu Pandang (16 m x 16 m) 256.00 1,735,184 444,207,121

4.6 Rumah Genset, 1 @ (4 m x 4 m) 16.00 1,735,184 27,762,945

4.7 90.00 1,735,184 156,166,566

Bend 45o all Flange Ø 200 mm

Bend 45o All Flange Ø 200 mm

Bend 22 1/2o All Flange Ø 200 mm

m3

m2

m2

m2

m2

m2

Rumah Tangki Bahan Bakar (90 m2) m2

H332

bajulmati

H380

harga kantor proyek(HSP Persiapan)/200

3012


WADUK SORGA


(Rp) (Rp)(1) (2) (3) (4) (5) (6) (7) = (4)*(6)4.8 Tandon Air LS 1.00 J.29 14,374,602 14,374,602

4.9 Tangki Bahan Bakar (4000 lt) LS 1.00 J.30 #VALUE!

SUB TOTAL IV #VALUE!

V PEKERJAAN LISTRIK

1 Instalasi Penerangan Gedung LS 1.00 L.01 152,471,800 152,471,800

2 Instalasi Penerangan Jalan dan Puncak Bendungan LS 1.00 L.02 76,154,700 76,154,700

3 Instalasi Penerangan Terowong LS 1.00 L.03 19,146,600 19,146,600

4 Instalasi Penerangan Motor-Motor LS 1.00 L.04 50,311,300 50,311,300

5 Instalasi Utama LS 1.00 L.05 91,939,700 91,939,700

6 Genset 15 kVA LS 1.00 L.06 66,550,000 66,550,000

7 Sistem Pentanahan LS 1.00 L.07 #VALUE!

SUB TOTAL V #VALUE!

VI PENINGGIAN JALAN DAN JEMBATAN



- Galian Tanah 4,437.47 C.03 14,279 63,362,634

- Timbunan Sirtu 6,297.35 C.15 #VALUE!

- Urugan Pasir 143.35 C.13 17,774 2,547,903


- Dinding Beton (K 225) 1,939.79 D.03 566,700 1,099,278,993


- Bekisting (termasuk pembongkaran) m2 3,759.29 D.07 #VALUE!

6.1.3 Pekerjaan Jalan

- Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 55.19 F.01 723,141 39,907,982

- Lapis Pondasi Atas/Base Course, Agregat Class A 165.57 F.02 186,064 30,806,989

- Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B 425.76 F.03 #VALUE!

6.1.4 Patok Pengaman

- Beton K 125 4.44 D.05 467,800 2,078,716

- Tulangan ton 0.04 D.06 9,379,500 416,787

SUB TOTAL 6.1 #VALUE!



- Urugan Pasir 19.80 C.13 17,774 351,925


- Beton K 125 131.04 D.05 467,800 61,300,512

- Beton K 225 328.31 D.03 566,700 186,055,544

- Beton K 250 132.98 D.02 587,200 78,087,324

- Beton K 300 1.99 D.01 589,200 1,175,454


- Bekisting (termasuk pembongkaran) 1,213.34 D.07 #VALUE!

6.2.3 Pekerjaan Jalan :

- Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 7.70 F.01 723,141 5,568,186

- Lapis Pondasi Atas/Base Course, Agregat Class A 23.10 F.02 186,064 4,298,078

- Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B 30.80 F.03 #VALUE!

6.2.4 Pekerjaan Lain-lain

- Besi Plat 2.5 mm ton 0.05 K.06 7,310,789 383,816

- Pipa Galvanis 3 " m 80.00 K.04 203,678 16,294,240

- Tiang pancang beton dia. 50 cm m 288.00 K.07 1,976,532 569,241,278

- Pembongkaran jembatan lama 109.05 50,000 5,452,700

- Pembuatan jembatan sementara (jembatan glugu) ls 1.00 10,000,000 10,000,000

SUB TOTAL 6.2 #VALUE!

SUB TOTAL VI #VALUE!

TOTAL BIAYA LANGSUNG/BIAYA KONSTRUKSI#VALUE!

(I+II+III+IV+V+VI)

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m3

m3

m3

m3

H451

Ferry:HSP Malang 2006

H452

Ferry:

Tabel III - 1PRAKIRAAN BIAYA FINANSIAL PROYEK

WADUK SORGA

No. Jenis PekerjaanTotal Biaya

(Rp)

A BIAYA PEMBEBASAN TANAH 11,300,000,000

I PEKERJAAN PERSIAPAN #VALUE!

II PEKERJAAN SIPIL/KONSTRUKSI #VALUE!

2.1 Terowong Pengelak #VALUE!

2.2 #VALUE!

2.3 #VALUE!

2.4 #VALUE!

2.5 #VALUE!

2.6 Perpipaan dan Bak Penampung #VALUE!

III HIDROMEKANIKAL #VALUE!

IV BANGUNAN PENUNJANG #VALUE!

V PEKERJAAN LISTRIK #VALUE!

VI PENINGGIAN JALAN DAN JEMBATAN #VALUE!

B TOTAL BIAYA LANGSUNG/BIAYA KONSTRUKSI#VALUE!

(I+II +III+IV+ V+VI)

Biaya Administrasi (4% dari Biaya Langsung) #VALUE!

Jasa Konsultan (5% dari Biaya Langsung) #VALUE!

#VALUE!

C TOTAL BIAYA TIDAK LANGSUNG #VALUE!

Biaya Proyek Diluar PPn (B+C) #VALUE!

PPn (10%) #VALUE!

TOTAL BIAYA PROYEK #VALUE!

Bendungan Pengelak (Cofferdam)

Bendungan Utama (Main Dam)

Bangunan Pelimpah (Spillway)

Bangunan Pengambilan (Intake)

Biaya Tak Terduga (Contingencies) (5% dari Biaya Langsung)

Tabel III - 4PRAKIRAAN BIAYA FINANSIAL OPERASIONAL DAN PEMELIHARAAN (O&P)

WADUK SORGA

No. Uraian Satuan VolumeHarga Satuan Total Biaya

(Rp) (Rp)(1) (2) (3) (4) (5) (6) = (4)*(5)

A Biaya Operasional

- Gaji tenaga teknisi orang/tahun 2 17,400,000 34,800,000 - Gaji tenaga administrasi orang/tahun 1 8,400,000 8,400,000 - Gaji tenaga mekanik orang/tahun 2 14,700,000 29,400,000

Sub Total A 72,600,000

B Biaya Pemeliharaan % 0.5 #VALUE! #VALUE!

Sub Total B #VALUE!

Total Biaya O & P Tahunan #VALUE!

Tabel III - 5PRAKIRAAN BIAYA EKONOMI OPERASIONAL DAN PEMELIHARAAN (O&P)

WADUK SORGA

No. Uraian Satuan VolumeHarga Satuan Faktor Total Biaya

(Rp) Konversi (Rp)

(1) (2) (3) (4) (5) (6) (7) = (5)*(6)*(7)

A Biaya Operasional

- Gaji tenaga teknisi orang/tahun 2 17,971,000 0.85 30,550,700 - Gaji tenaga administrasi orang/tahun 1 8,400,000 0.85 7,140,000 - Gaji tenaga mekanik orang/tahun 2 14,700,000 0.85 24,990,000

Sub Total A 62,680,700

B Biaya Pemeliharaan % 0.5 #VALUE! 0.85 #VALUE!

Sub Total B #VALUE!

Total Biaya O & P Tahunan #VALUE!

16/10Tabel III - 3PRAKIRAAN DISTRIBUSI BIAYA FINANSIAL PROYEK PER TAHUN

WADUK SORGA

No. Jenis PekerjaanTotal Biaya Tahun I (2008) Tahun II (2009) Tahun III (2010) Tahun IV (2011)

(Rp) (Rp) (Rp) (Rp) (Rp)

(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)

A BIAYA PEMBEBASAN TANAH 11,300,000,000 11,300,000,000 - - -

SUB TOTAL A 11,300,000,000 11,300,000,000 - - -


1.1 - Mobilisasi dan Demobilisasi 165,000,000 165,000,000 - - - 1.2 - Barak Kerja (70 m2) 51,015,342 51,015,342 - - - 1.3 - Kantor Lapangan (200 m2) 278,987,439 278,987,439 - - - 1.4 - Penyediaan Air Bersih dan Sanitasi 40,342,500 40,342,500 - - - 1.5 - Penyediaan Sarana Penerangan 183,362,520 183,362,520 - - - 1.6 - Penyediaan Sarana Telekomunikasi 75,213,600 75,213,600 - - - 1.7 - Penyediaan Sarana Laboratorium 500,699,860 500,699,860 - - - 1.8 - Penyediaan Sarana Kesehatan #VALUE! #VALUE! - - - 1.9 - Acces Road (L = 586.88 m; B = 7,00 m)

A. Pekerjaan Tanah :- Pembersihan 51,307,935 51,307,935 - - - - Galian batu keras (peledakan) 8,724,624,476 8,724,624,476 - - - - Galian batu lapuk (alat berat) 409,574,000 409,574,000 - - - - Urugan Pasir, t = 10 cm 25,799,245 25,799,245 - - -

B. Pekerjaan Jalan- Lapisan Penetrasi, t = 5 cm 396,590,049 396,590,049 - - - - Lapis Pondasi Atas / Base Course, t = 15 cm 306,182,825 306,182,825 - - - - Lapis Pondasi Bawah / Sub-Base Course, t = 10 #VALUE! #VALUE! - - - - Berm #VALUE! #VALUE! - - -

C. Pekerjaan Pasangan : - Pasangan Batu Kali (1PC : 4Ps) 414,977,004 414,977,004 - - - - Plesteran 63,421,155 63,421,155 - - -

D. Pekerjaan Beton : - Lantai kerja, t = 10 cm 5,619,214 5,619,214 - - - - Dinding Beton (K 225) 126,120,218 126,120,218 - - - - Tulangan Beton (pemotongan, pembengkokan dan pemasangan) 62,622,795 62,622,795 - - - - Bekisting (termasuk pembongkaran) #VALUE! #VALUE! - - -

Sub Total 1.9 #VALUE! #VALUE! - - -

SUB TOTAL I #VALUE! #VALUE! - - -


WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)



2.1.1 Pekerjaan Tanah :- Pembersihan 9,318,519 9,318,519 - - - - Galian Batu Lapuk (dengan alat berat) 1,021,363,434 766,022,575 255,340,858 - - - Galian Batu Keras (dengan alat berat) 1,461,038,348 730,519,174 730,519,174 - - - Urugan kembali 32,624,072 - 21,749,381 10,874,691 -

2.1.2 Pekerjaan Beton :- Beton K-225 3,053,379,600 - 3,053,379,600 - - - Beton K-125 120,692,400 - 120,692,400 - - - Tulangan Beton 2,466,808,500 - 2,466,808,500 - - - Bekisting #VALUE! - #VALUE! - -

2.1.4 Drilling dan Grouting :- Backfill Grouting 730,775,988 - 730,775,988 - - - Pemboran lubang consolidation grouting 248,647,200 - 124,323,600 124,323,600 - - Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m 16,635,120 - 8,317,560 8,317,560 - - Material grouting 112,640,000 - 56,320,000 56,320,000 -

2.1.5 Pekerjaan Lain - lain :- Steel Support 348,887,822 - 348,887,822 - - - PVC Water stop, b = 0.30 319,105,507 - 319,105,507 - - - Dowel, dia. 25 31,409,253 - 31,409,253 - -

Sub Total 2.1 #VALUE! 1,505,860,268 #VALUE! 199,835,851 -

2.2

2.2.1 Pengelakan Sungai :- Coffering dan Dewatering #VALUE! - #VALUE! - -

2.2.2 Pekerjaan Tanah :- Pembersihan 29,057,649 - 29,057,649 - - - Pengupasan 37,372,529 - 37,372,529 - - - Galian Tanah 309,813,812 - 309,813,812 - - - Galian Batu Lapuk 39,555,019 - 19,777,509 19,777,509 - - Galian Batu Keras (dengan peledakan) 3,754,163,247 - 1,877,081,623 1,877,081,623 - - Timbunan Inti / Zona 1 499,329,037 - - 499,329,037 - - Timbunan Filter Halus / Zona 2 143,064,552 - - 143,064,552 - - Timbunan Batu / Zona 4 1,244,548,049 - - 1,244,548,049 - - Timbunan Riprap / Zona 5 153,211,849 - - 153,211,849 -

Sub Total 2.2 #VALUE! - #VALUE! 3,937,012,620 -



WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)

2.3

2.3.1 Pekerjaan Tanah :- Pembersihan 81,387,693 - 81,387,693 - - - Pengupasan 104,676,876 - 104,676,876 - - - Galian Tanah 211,571,629 - 211,571,629 - - - Galian Batu Lapuk 897,630,979 - 897,630,979 - - Galian Batu Keras (dengan peledakan) 8,018,876,960 - - 8,018,876,960 - - Timbunan Inti / Zona 1 4,779,866,019 - - 1,792,449,757 2,987,416,262 - Timbunan Filter Halus / Zona 2 1,636,732,978 - - 613,774,867 1,022,958,111 - Timbunan Filter Kasar / Zona 3 1,034,550,219 - - 387,956,332 646,593,887 - Timbunan Batu / Zona 4 9,890,827,841 - - 3,709,060,440 6,181,767,401 - Timbunan Riprap / Zona 5 902,401,676 - - 257,829,050 644,572,626

2.3.2 Drilling dan Grouting :- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m 343,099,350 - - 343,099,350 - - Pemboran lubang curtain grouting hole, kedalaman 10 m - 20 m 220,919,320 - - 220,919,320 - - Pemboran lubang curtain grouting hole, kedalaman 20 m - 30 m 120,216,720 - - 120,216,720 - - Pemboran lubang curtain grouting hole, kedalaman > 30 m 22,479,372 - - 22,479,372 - - Pemboran inti untuk pilot & check hole, kedalaman 0 m - 10 m 260,409,600 - - 260,409,600 - - Pemboran inti untuk pilot & check hole, kedalaman 10 m - 20 m 126,786,280 - - 126,786,280 - - Pemboran inti untuk pilot & check hole, kedalaman 20 m - 30 m 67,706,720 - - 67,706,720 - - Pemboran inti untuk pilot & check hole, kedalaman > 30 m 10,877,688 - - 10,877,688 - - Blanket Grouting 548,958,960 - - 548,958,960 - - Water pressure test untuk lubang curtain grouting (1 tekanan) 6,113,856 - - 6,113,856 - - Water pressure test untuk pilot & check hole (7 tekanan) 14,688,960 - - 14,688,960 - - Material grouting 454,476,000 - - 454,476,000 - - Material pasir 595,000 - - 595,000 - - Mobilisasi dan Demobilisasi Personil dan Peralatan 202,400,000 - - 202,400,000 -

2.3.3 Instrumentasi :- Pore Water Pressure Meter 208,204,296 - - 78,076,611 130,127,685 - Seepage Water Measuring Device 38,530,888 - - 14,449,083 24,081,805 - Multilayer Settlement Gauges 18,115,582 - - 6,793,343 11,322,239 - Surface Settlement Survey Point 53,123,840 - - 19,921,440 33,202,400 - Crest Settlement Survey Point 22,767,360 - - 8,537,760 14,229,600 - Observation Holes 17,026,515 - - 6,384,943 10,641,572 - Automatic Water Level Recorder 58,080,000 - - - 58,080,000 - Papan Duga Air 314,987 - - - 314,987 - Inklinometer #VALUE! - - - #VALUE!

2.3.4 Perkerasan Puncak Bendungan :- Lapisan Penetrasi 73,611,415 - - - 73,611,415 - Base Course 56,820,596 - - - 56,820,596 - Sub-Base Course #VALUE! - - - #VALUE!

2.3.5 Pekerjaan Beton:- Beton K-175 92,107,926 - - - 92,107,926 - Beton K-125 32,055,059 - - - 32,055,059 - Bekisting #VALUE! - - - #VALUE!- Tulangan Beton 54,017,901 - - - 54,017,901

2.3.6 Pekerjaan Lain-lain :- Handraill Galvanis Pipe dia. 3" 219,972,240 - - - 219,972,240



WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)

2.3.7 Rumah untuk alat pengukur rembesan- Beton K 175 45,666,548 - - - 45,666,548 - Beton K 225 9,872,226 - - - 9,872,226 - Urugan Pasir 4,901,881 - - - 4,901,881 - Pipa beton dia. 0.5 m #VALUE! - - - #VALUE!- Tangga (pipa galvanis) 73,318 - - - 73,318

Sub Total 2.3 #VALUE! - 1,295,267,177 17,313,838,414 #VALUE!


WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)

2.4

2.4.1 Pekerjaan Tanah :- Pembersihan 85,130,336 85,130,336 - - - - Galian Tanah 747,313,455 373,656,727 373,656,727 - - - Galian Batu Lapuk 4,118,134,389 514,766,799 3,603,367,591 - - - Galian Batu Keras (dengan peledakan) 17,531,565,668 - 17,531,565,668 - - - Urugan Kembali 252,205,711 - - 252,205,711 -

2.4.2 Pekerjaan Beton :- Beton K-225 20,324,848,509 - 10,162,424,255 10,162,424,255 - - Beton K-125 247,311,826 - 247,311,826 - - - Tulangan Beton 5,005,182,585 - 5,005,182,585 - - - Bekisting #VALUE! - #VALUE! - -

2.4.3 Drilling dan Grouting :- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m 33,270,240 - 33,270,240 - - - Pemboran lubang curtain grouting hole, kedalaman 10 m - 20 m 34,997,120 - 34,997,120 - - - Pemboran lubang curtain grouting hole, kedalaman 20 m - 25 m 18,494,880 - 18,494,880 - - - Pemboran lubang consolidation grouting 16,576,480 - 16,576,480 - - - Material grouting 42,240,000 - 42,240,000 - -

2.4.4 Pekerjaan Lain-lain :- Anchor Bar D22 109,609,200 - 109,609,200 - - - Pipa drainase, PVC berubang, dia. 6" 91,025,387 - 91,025,387 - - - Dowel, dia. 25 14,903,560 - 14,903,560 - - - PVC Water stop, b = 0.30 179,396,898 - 179,396,898 - - - Shotcrete #VALUE! - #VALUE! -

Sub Total 2.4 #VALUE! 973,553,862 #VALUE! 10,414,629,965 -

2.5

2.5.1 Pekerjaan Tanah :- Galian Batu Lapuk (dengan alat berat) 2,006,371 - - 2,006,371 -

2.5.2 Pekerjaan Beton :- Beton K-225 389,210,013 - - 389,210,013 - - Beton K-125 16,143,451 - - 16,143,451 - - Tulangan Beton 921,905,896 - 307,301,965 614,603,931 - - Bekisting #VALUE! - #VALUE! #VALUE! -

2.5.3 Pekerjaan Lain-lain :- Ruang operasional 114,418,037 - - 114,418,037 - - D 25 Rock Dowel L = 4 m @ 2.5 m (m) 5,047,069 - 1,682,356 3,364,713 - - D 25 Rock Dowel L = 1 m 1,756,491 - 585,497 1,170,994 - - Shotcrete with steel wire mesh 100 x 100 x 4 mm 58,324,969 - - 58,324,969 - - Rock Bolt D = 22, L = 3.0 m 25,868,743 - 8,622,914 17,245,829 - - PVC Water stop, b = 0.30 19,071,903 - 6,357,301 12,714,602 -

Sub Total 2.5 #VALUE! - #VALUE! #VALUE! -


PELIMPAH (SPILLWAY)



WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)

A. SALURAN TRANSMISI KANAN (DESA LOKAPAKSA)2.6.1 Pekerjaan Tanah : 11,515,930 - - 11,515,930 - 2.6.2 Pekerjaan untuk Ponton 107,716,200 - - 107,716,200 - 2.6.3 Pekerjaan untuk Bak Penampung #VALUE! - - #VALUE! - 2.6.4 Pekerjaan Pipa 119,143,598 - - 119,143,598 - 2.6.5 Pekerjaan Pompa 993,600,000 - 993,600,000 - 2.6.6 Pekerjaan Listrik 520,506,000 - 520,506,000 - 2.6.7 Pekerjaan Lain-lain #VALUE! - #VALUE! -

Sub total A #VALUE! - - #VALUE! -


WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)

B. SALURAN TRASMISI KIRI (3 DESA)2.6.5 Pekerjaan Tanah 135,809,474 - - 135,809,474 - 2.6.6 Pekerjaan Pipa #VALUE! - - #VALUE! - 2.6.7 Pekerjaan untuk Bak Penampung #VALUE! - - #VALUE! - 2.6.8 Pekerjaan untuk Jembatan Pipa

1 TIPIKAL I (L = 10 m) #VALUE! - - #VALUE! - 2 TIPIKAL II (L=26M) #VALUE! - - #VALUE! -

Sub total B #VALUE! - - #VALUE! -

Sub Total 2.6 #VALUE! - - #VALUE! -

SUB TOTAL II #VALUE! 2,479,414,131 #VALUE! #VALUE! #VALUE!

III HIDROMEKANIKAL

3.1 Intake Trashrack (4 m L x 8 m T) 352,819,500 - - 176,409,750 176,409,750 3.2 Fix Wheel Gate ( 2 m L x 2.7 m T) 2,205,359,030 - - 1,102,679,515 1,102,679,515 3.3 Katup Pintas (Sluice Valve) dia. 20 mm 80,575,000 - - 40,287,500 40,287,500 3.4 Butterfly Valve, dia. 0.70 m 281,190,800 - - 140,595,400 140,595,400 3.5 Butterfly Valve, dia. 0.30 m 268,455,000 - - 134,227,500 134,227,500 3.6 Pipa Baja Saluran Utama, dia. 1.0 m (L = 138 m) 663,582,700 - - 331,791,350 331,791,350 3.7 Stoplog Concrete (4 x 0.5 x 0.2 m) 8 unit #VALUE! - - #VALUE! #VALUE!

SUB TOTAL III #VALUE! - - #VALUE! #VALUE!


4.1 Kantor Proyek (19 m x 12 m) 395,621,967 - - - 395,621,967 4.2 Rumah Dinas (12 m x 12.5 m) 260,277,610 - - - 260,277,610 4.3 Gudang Material (15 m x 8 m) 60,420,617 - - - 60,420,617 4.4 Rumah Jaga, 3 @ (4 m x 6 m) 124,933,253 - - - 124,933,253 4.5 Gardu Pandang (16 m x 16 m) 444,207,121 - - - 444,207,121 4.6 Rumah Genset, 1 @ (4 m x 4 m) 27,762,945 - - - 27,762,945 4.7 Rumah Tangki Bahan Bakar (90 m2) 156,166,566 - - - 156,166,566 4.8 Tandon Air 14,374,602 - - - 14,374,602 4.9 Tangki Bahan Bakar (4000 lt) #VALUE! - - - #VALUE!

SUB TOTAL IV #VALUE! - - - #VALUE!

V PEKERJAAN LISTRIK

1 Instalasi Penerangan Gedung 152,471,800 - - - 152,471,800 2 Instalasi Penerangan Jalan dan Puncak Bendungan 76,154,700 - - - 76,154,700 3 Instalasi Penerangan Terowong 19,146,600 - - - 19,146,600 4 Instalasi Penerangan Motor-Motor 50,311,300 - - - 50,311,300 5 Instalasi Utama 91,939,700 - - - 91,939,700 6 Genset 15 kVA 66,550,000 - - - 66,550,000 7 Sistem Pentanahan #VALUE! - - - #VALUE!

SUB TOTAL V #VALUE! - - - #VALUE!


WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)



6.1.1 Pekerjaan Tanah :- Galian Tanah 63,362,634 - - - 63,362,634 - Timbunan Sirtu #VALUE! - - - #VALUE!- Urugan Pasir 2,547,903 - - - 2,547,903

6.1.2 Pekerjaan Beton :- Dinding Beton (K 225) 1,099,278,993 - - - 1,099,278,993 - Tulangan Beton (pemotongan, pembengkokan dan pemasangan) 573,115,589 - - - 573,115,589 - Bekisting (termasuk pembongkaran) #VALUE! - - - #VALUE!

6.1.3 Pekerjaan Jalan - Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 39,907,982 - - - 39,907,982 - Lapis Pondasi Atas/Base Course, Agregat Class A 30,806,989 - - - 30,806,989 - Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B #VALUE! - - - #VALUE!

6.1.4 Patok Pengaman - Beton K 125 2,078,716 - - - 2,078,716 - Tulangan 416,787 - - - 416,787

SUB TOTAL 6.1 #VALUE! - - - #VALUE!


6.2.1 Pekerjaan Tanah :- Urugan Pasir 351,925 - - - 351,925

6.2.2 Pekerjaan Beton : - Beton K 125 61,300,512 - - - 61,300,512 - Beton K 225 186,055,544 - - - 186,055,544 - Beton K 250 78,087,324 - - - 78,087,324 - Beton K 300 1,175,454 - - - 1,175,454 - Tulangan Beton (pemotongan, pembengkokan dan pemasangan) 130,363,279 - - - 130,363,279 - Bekisting (termasuk pembongkaran) #VALUE! - - - #VALUE!


WADUK SORGA



(1) (2) (3) = (4)+(5)+(6) (4) (5) (6) (7)

6.2.3 Pekerjaan Jalan : - Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 5,568,186 - - - 5,568,186 - Lapis Pondasi Atas/Base Course, Agregat Class A 4,298,078 - - - 4,298,078 - Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B #VALUE! - - - #VALUE!

6.2.4 Pekerjaan Lain-lain - Besi Plat 2.5 mm 383,816 - - - 383,816 - Pipa Galvanis 3 " 16,294,240 - - - 16,294,240 - Tiang pancang beton dia. 50 cm 569,241,278 - - - 569,241,278 - Pembongkaran jembatan lama 5,452,700 - - - 5,452,700 - Pembuatan jembatan sementara (jembatan glugu) 10,000,000 - - - 10,000,000

SUB TOTAL 6.2 #VALUE! - - - #VALUE!

SUB TOTAL VI #VALUE! - - #VALUE!

B TOTAL BIAYA LANGSUNG/BIAYA KONSTRUKSI#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

(I+II+III+IV+V+VI)

#VALUE! #VALUE! #VALUE! #VALUE!Biaya Administrasi (4% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!Jasa Konsultan (5% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!Biaya Tak Terduga (Contingencies) (5% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

C TOTAL BIAYA TIDAK LANGSUNG #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Biaya Proyek Diluar PPn (B+C) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!PPn (10%) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

D TOTAL BIAYA PROYEK #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

E PROSENTASI BIAYA PER TAHUN #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

25/16Tabel II - 10PRAKIRAAN BIAYA EKONOMI PROYEK

WADUK SORGA

No. Jenis PekerjaanFaktor Tahun I (2008) Tahun II (2009) Tahun III (2010) Tahun IV (2011)

(Rp) Konversi (Rp) (Rp) (Rp) (Rp) (Rp)

(1) (2) (3) (4) (5) = (3)*(4) (6) (7) (7) (8)

Total Biaya Finansial

Total Biaya Ekonomi

A BIAYA PEMBEBASAN TANAH 11,300,000,000 1.00 11,300,000,000 11,300,000,000 - - -

SUB TOTAL A 11,300,000,000 11,300,000,000 11,300,000,000 - - -


1.1 - Mobilisasi dan Demobilisasi 165,000,000 0.80 132,000,000 132,000,000 - - - 1.2 - Barak Kerja (70 m2) 51,015,342 0.94 47,954,421 47,954,421 - - - 1.3 - Kantor Lapangan (200 m2) 278,987,439 0.94 262,248,193 262,248,193 - - - 1.4 - Penyediaan Air Bersih dan Sanitasi 40,342,500 0.80 32,274,000 32,274,000 - - - 1.5 - Penyediaan Sarana Penerangan 183,362,520 0.80 146,690,016 146,690,016 - - - 1.6 - Penyediaan Sarana Telekomunikasi 75,213,600 0.80 60,170,880 60,170,880 - - - 1.7 - Penyediaan Sarana Laboratorium 500,699,860 0.80 400,559,888 400,559,888 - - - 1.8 - Penyediaan Sarana Kesehatan #VALUE! 0.80 #VALUE! #VALUE! - - -

1.9 - Acces Road (L = 586.88 m; B = 7,00 m)


- Pembersihan 51,307,935 0.80 41,046,348 41,046,348 - - -

- Galian batu keras (peledakan) 8,724,624,476 0.80 6,979,699,581 6,979,699,581 - - -

- Galian batu lapuk (alat berat) 409,574,000 0.80 327,659,200 327,659,200 - - -

- Urugan Pasir, t = 10 cm 25,799,245 0.80 20,639,396 20,639,396 - - -

B. Pekerjaan Jalan

- Lapisan Penetrasi, t = 5 cm 396,590,049 0.80 317,272,039 317,272,039 - - -

- Lapis Pondasi Atas / Base Course, t = 15 cm 306,182,825 0.80 244,946,260 244,946,260 - - -

- Lapis Pondasi Bawah / Sub-Base Course, t = 10 #VALUE! 0.80 #VALUE! #VALUE! - - -

- Berm #VALUE! 0.80 #VALUE! #VALUE! - - -


- Pasangan Batu Kali (1PC : 4Ps) 414,977,004 0.80 331,981,603 331,981,603 - - -

- Plesteran 63,421,155 0.80 50,736,924 50,736,924 - - -


- Lantai kerja, t = 10 cm 5,619,214 0.80 4,495,371 4,495,371 - - -

- Dinding Beton (K 225) 126,120,218 0.80 100,896,175 100,896,175 - - -

- Tulangan Beton (pemotongan, pembengkokan dan pemasangan) 62,622,795 0.80 50,098,236 50,098,236 - - -

- Bekisting (termasuk pembongkaran) #VALUE! 0.80 #VALUE! #VALUE! - - -

Sub Total 1.9 #VALUE! #VALUE! #VALUE! - - -

SUB TOTAL I #VALUE! #VALUE! #VALUE! - - -



2.1.1 Pekerjaan Tanah :- Pembersihan 9,318,519 0.80 7,454,815 7,454,815 - - - - Galian Batu Lapuk (dengan alat berat) 1,021,363,434 0.80 817,090,747 612,818,060 204,272,687 - - - Galian Batu Keras (dengan alat berat) 1,461,038,348 0.80 1,168,830,679 584,415,339 584,415,339 - - - Urugan kembali 32,624,072 0.80 26,099,258 - 17,399,505 8,699,753 -

2.1.2 Pekerjaan Beton :- Beton K-225 3,053,379,600 0.80 2,442,703,680 - 2,442,703,680 - - - Beton K-125 120,692,400 0.80 96,553,920 - 96,553,920 - - - Tulangan Beton 2,466,808,500 0.80 1,973,446,800 - 1,973,446,800 - - - Bekisting #VALUE! 0.80 #VALUE! - #VALUE! - -

2.1.3 Drilling dan Grouting :- Backfill Grouting 730,775,988 0.80 584,620,790 - 584,620,790 - - - Pemboran lubang consolidation grouting 248,647,200 0.80 198,917,760 - 99,458,880 99,458,880 - - Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m 16,635,120 0.80 13,308,096 - 6,654,048 6,654,048 - - Material grouting 112,640,000 0.80 90,112,000 - 45,056,000 45,056,000 -

2.1.4 Pekerjaan Lain - lain :- Steel Support 348,887,822 0.80 279,110,258 - 279,110,258 - - - PVC Water stop, b = 0.30 319,105,507 0.80 255,284,405 - 255,284,405 - - - Dowel, dia. 25 31,409,253 0.80 25,127,402 - 25,127,402 - -

Sub Total 2.1 #VALUE! #VALUE! 1,204,688,215 #VALUE! 159,868,681 -

2.2

2.2.1 Pengelakan Sungai :- Coffering dan Dewatering #VALUE! 0.80 #VALUE! - #VALUE! - -

2.2.2 Pekerjaan Tanah :- Pembersihan 29,057,649 0.80 23,246,119 - 23,246,119 - - - Pengupasan 37,372,529 0.80 29,898,023 - 29,898,023 - - - Galian Tanah 309,813,812 0.80 247,851,050 - 247,851,050 - - - Galian Batu Lapuk 39,555,019 0.80 31,644,015 - 15,822,007 15,822,007 - - Galian Batu Keras (dengan peledakan) 3,754,163,247 0.80 3,003,330,597 - 1,501,665,299 1,501,665,299 - - Timbunan Inti / Zona 1 499,329,037 0.80 399,463,230 - - 399,463,230 - - Timbunan Filter Halus / Zona 2 143,064,552 0.80 114,451,642 - - 114,451,642 - - Timbunan Batu / Zona 4 1,244,548,049 0.80 995,638,439 - - 995,638,439 - - Timbunan Riprap / Zona 5 153,211,849 0.80 122,569,479 - - 122,569,479 -

Sub Total 2.2 #VALUE! #VALUE! - #VALUE! 3,149,610,096 -

2.3

2.3.1 Pekerjaan Tanah :- Pembersihan 81,387,693 0.80 65,110,155 - 65,110,155 - - - Pengupasan 104,676,876 0.80 83,741,501 - 83,741,501 - - - Galian Tanah 211,571,629 0.80 169,257,303 - 169,257,303 - - - Galian Batu Lapuk 897,630,979 0.80 718,104,784 - 718,104,784 - - - Galian Batu Keras (dengan peledakan) 8,018,876,960 0.80 6,415,101,568 - - 6,415,101,568 - - Timbunan Inti / Zona 1 4,779,866,019 0.80 3,823,892,816 - - 1,433,959,806 2,389,933,010 - Timbunan Filter Halus / Zona 2 1,636,732,978 0.80 1,309,386,383 - - 491,019,893 818,366,489 - Timbunan Filter Kasar / Zona 3 1,034,550,219 0.80 827,640,175 - - 310,365,066 517,275,109 - Timbunan Batu / Zona 4 9,890,827,841 0.80 7,912,662,273 - - 2,967,248,352 4,945,413,921 - Timbunan Riprap / Zona 5 902,401,676 0.80 721,921,341 - - 206,263,240 515,658,100

2.3.2 Drilling dan Grouting :- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m 343,099,350 0.80 274,479,480 - - 274,479,480 - - Pemboran lubang curtain grouting hole, kedalaman 10 m - 20 m 220,919,320 0.80 176,735,456 - - 176,735,456 - - Pemboran lubang curtain grouting hole, kedalaman 20 m - 30 m 120,216,720 0.80 96,173,376 - - 96,173,376 - - Pemboran lubang curtain grouting hole, kedalaman > 30 m 22,479,372 0.80 17,983,498 - - 17,983,498 - - Pemboran inti untuk pilot & check hole, kedalaman 0 m - 10 m 260,409,600 0.80 208,327,680 - - 208,327,680 - - Pemboran inti untuk pilot & check hole, kedalaman 10 m - 20 m 126,786,280 0.80 101,429,024 - - 101,429,024 - - Pemboran inti untuk pilot & check hole, kedalaman 20 m - 30 m 67,706,720 0.80 54,165,376 - - 54,165,376 - - Pemboran inti untuk pilot & check hole, kedalaman > 30 m 10,877,688 0.80 8,702,150 - - 8,702,150 - - Blanket Grouting 548,958,960 0.80 439,167,168 - - 439,167,168 - - Water pressure test untuk lubang curtain grouting (1 tekanan) 6,113,856 0.80 4,891,085 - - 4,891,085 - - Water pressure test untuk pilot & check hole (7 tekanan) 14,688,960 0.80 11,751,168 - - 11,751,168 - - Material Grouting 454,476,000 0.80 363,580,800 - - 363,580,800 - - Material Pasir 595,000 0.80 476,000 - - 476,000 - - Mobilisasi dan Demobilisasi Personil dan Peralatan 202,400,000 0.80 161,920,000 - - 161,920,000 -

2.3.3 Instrumentasi :- Pore Water Pressure Meter 208,204,296 0.80 166,563,437 - - 62,461,289 104,102,148 - Seepage Water Measuring Device 38,530,888 0.80 30,824,710 - - 11,559,266 19,265,444 - Multilayer Settlement Gauges 18,115,582 0.80 14,492,466 - - 5,434,675 9,057,791 - Surface Settlement Survey Point 53,123,840 0.80 42,499,072 - - 15,937,152 26,561,920 - Crest Settlement Survey Point 22,767,360 0.80 18,213,888 - - 6,830,208 11,383,680 - Observation Holes 17,026,515 0.80 13,621,212 - - 5,107,955 8,513,258 - Automatic Water Level Recorder 58,080,000 0.80 46,464,000 - - - 46,464,000 - Papan Duga Air 314,987 0.80 251,990 - - - 251,990 - Inklinometer #VALUE! 0.80 #VALUE! - - - #VALUE!

2.3.4 Perkerasan Puncak Bendungan :- Lapisan Penetrasi 73,611,415 0.80 58,889,132 - - - 58,889,132 - Base Course 56,820,596 0.80 45,456,477 - - - 45,456,477 - Sub-Base Course #VALUE! 0.80 #VALUE! - - - #VALUE!

2.3.5 Pekerjaan Beton:- Beton K-175 92,107,926 0.80 73,686,341 - - - 73,686,341 - Beton K-125 32,055,059 0.80 25,644,048 - - - 25,644,048 - Bekisting #VALUE! 0.80 #VALUE! - - - #VALUE!- Tulangan Beton 54,017,901 0.80 43,214,320 - - - 43,214,320

2.3.6 Pekerjaan Lain-lain :- Handraill Galvanis Pipe dia. 3" 219,972,240 0.80 175,977,792 - - - 175,977,792

2.3.7 Rumah untuk alat pengukur rembesan- Beton K 175 45,666,548 0.80 36,533,239 - - - 36,533,239 - Beton K 225 9,872,226 0.80 7,897,781 - - - 7,897,781 - Urugan Pasir 4,901,881 0.80 3,921,505 - - - 3,921,505 - Pipa beton dia. 0.5 m #VALUE! 0.80 #VALUE! - - - #VALUE!- Tangga (pipa galvanis) 73,318 0.80 58,654 - - - 58,654

Sub Total 2.3 #VALUE! #VALUE! - 1,036,213,742 13,851,070,731 #VALUE!

2.4

2.4.1 Pekerjaan Tanah :- Pembersihan 85,130,336 0.80 68,104,269 68,104,269 - - - - Galian Tanah 747,313,455 0.80 597,850,764 298,925,382 298,925,382 - - - Galian Batu Lapuk 4,118,134,389 0.80 3,294,507,511 411,813,439 2,882,694,073 - - - Galian Batu Keras (dengan peledakan) 17,531,565,668 0.80 14,025,252,535 - 14,025,252,535 - - - Urugan Kembali 252,205,711 0.80 201,764,568 - - 201,764,568 -

2.4.2 Pekerjaan Beton :- Beton K-225 20,324,848,509 0.80 16,259,878,807 - 8,129,939,404 8,129,939,404 - - Beton K-125 247,311,826 0.80 197,849,461 - 197,849,461 - - - Tulangan Beton 5,005,182,585 0.80 4,004,146,068 - 4,004,146,068 - - - Bekisting #VALUE! 0.80 #VALUE! - #VALUE! - -

2.4.3 Drilling dan Grouting :- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m 33,270,240 0.80 26,616,192 - 26,616,192 - - - Pemboran lubang curtain grouting hole, kedalaman 10 m - 20 m 34,997,120 0.80 27,997,696 - 27,997,696 - - - Pemboran lubang curtain grouting hole, kedalaman 20 m - 25 m 18,494,880 0.80 14,795,904 - 14,795,904 - - - Pemboran lubang consolidation grouting 16,576,480 0.80 13,261,184 - 13,261,184 - - - Material grouting 42,240,000 0.80 33,792,000 - 33,792,000 - -

2.4.4 Pekerjaan Lain-lain :- Anchor Bar D22 109,609,200 0.80 87,687,360 - 87,687,360 - - - Pipa drainase, PVC berubang, dia. 6" 91,025,387 0.80 72,820,309 - 72,820,309 - - - Dowel, dia. 25 14,903,560 0.80 11,922,848 - 11,922,848 - - - PVC Water stop, b = 0.30 179,396,898 0.80 143,517,519 - 143,517,519 - - - Shotcrete #VALUE! 0.80 #VALUE! - #VALUE! - -

Sub Total 2.4 #VALUE! #VALUE! 778,843,090 #VALUE! 8,331,703,972 -

2.5

2.5.1 Pekerjaan Tanah :- Galian Batu Lapuk (dengan alat berat) 2,006,371 0.80 1,605,097 - - 1,605,097 -

2.5.2 Pekerjaan Beton :- Beton K-225 389,210,013 0.80 311,368,011 - - 311,368,011 - - Beton K-125 16,143,451 0.80 12,914,760 - - 12,914,760 - - Tulangan Beton 921,905,896 0.80 737,524,717 - 245,841,572 491,683,145 - - Bekisting #VALUE! 0.80 #VALUE! - #VALUE! #VALUE! -

2.5.3 Pekerjaan Lain-lain : - - Ruang operasional 114,418,037 0.94 107,552,955 - - 107,552,955 - - D 25 Rock Dowel L = 4 m @ 2.5 m (m) 5,047,069 0.80 4,037,655 - 1,345,885 2,691,770 - - D 25 Rock Dowel L = 1 m 1,756,491 0.80 1,405,193 - 468,398 936,795 - - Shotcrete with steel wire mesh 100 x 100 x 4 mm 58,324,969 0.80 46,659,975 - - 46,659,975 - - Rock Bolt D = 22, L = 3.0 m 25,868,743 0.80 20,694,994 - 6,898,331 13,796,663 - - PVC Water stop, b = 0.30 19,071,903 0.80 15,257,522 - 5,085,841 10,171,681 -

Sub Total 2.5 #VALUE! #VALUE! - #VALUE! #VALUE! -


A. SALURAN TRANSMISI KANAN (DESA LOKAPAKSA)2.6.1 Pekerjaan Tanah :

- Galian Tanah 6,420,195 0.80 5,136,156 - - 5,136,156 - - Urugan Kembali 2,431,856 0.80 1,945,485 - - 1,945,485 - - Urugan Pasir 2,663,878 0.80 2,131,103 - - 2,131,103 -

2.6.2 Pekerjaan untuk Ponton- Stryro foam (2 x 1 x 0.67) m 56,700,000 0.90 51,030,000 - - 51,030,000 - - Besi Kanal UNP 20 (3 x 4) m 11,025,000 0.90 9,922,500 - - 9,922,500 - - Besi H Beam 200 x 200 (4 x 4) m 38,161,200 0.80 30,528,960 - - 30,528,960 - - Plat Bordes (4 x 3 x 0.003) m 441,000 0.90 396,900 - - 396,900 - - Pagar Pengaman (4 x 3) m, pipa galvanis dia. 0.05 m 1,190,000 0.90 1,071,000 - - 1,071,000 - - Mur baut (M 16 Galvanis) 80,000 0.90 72,000 - - 72,000 - - Mur baut (M 10 Galvanis) 119,000 0.90 107,100 - - 107,100 -

2.6.3 Pekerjaan untuk Bak Penampung- Pembersihan 585,412 0.80 468,329 - - 468,329 - - Galian Tanah 4,572,122 0.80 3,657,697 - - 3,657,697 - - Urugan Kembali 549,720 0.80 439,776 - - 439,776 - - Beton K 225 81,717,573 0.80 65,374,059 - - 65,374,059 - - Beton K 125 5,008,632 0.80 4,006,906 - - 4,006,906 - - Tulangan 40,575,436 0.80 32,460,348 - - 32,460,348 - - Bekisting #VALUE! 0.80 #VALUE! - - #VALUE! - - Besi Beton dia. 16 mm (untuk tangga) 174,090 0.80 139,272 - - 139,272 - - Pasir Urug 175,963 0.80 140,770 - - 140,770 - - Elbow 90o dia. 100 mm 389,624 0.80 311,699 - - 311,699 - - Gate Valve dia. 100 mm 885,294 0.80 708,235 - - 708,235 - - Besi siku L 50.50.5 65,545 0.80 52,436 - - 52,436 - - Tee dia. 100 mm 84,737 0.80 67,790 - - 67,790 -

2.6.4 Pekerjaan Pipa- GSP dia. 100 mm 5,448,625 0.90 4,903,763 - - 4,903,763 - - Gauge Indicator dia. 50 mm 210,000 0.90 189,000 - - 189,000 - - Check Valve dia. 100 mm 1,803,668 0.90 1,623,301 - - 1,623,301 - - Butterfly Valve dia. 100 mm 750,000 0.90 675,000 - - 675,000 - - Elbow 90o dia.100 mm 2,041,320 0.90 1,837,188 - - 1,837,188 - - T joint dia. 100 mm 178,000 0.90 160,200 - - 160,200 - - Pipa karet dia. 100 mm 30,525,000 0.90 27,472,500 - - 27,472,500 -



PELIMPAH (SPILLWAY)


26/16

Tabel II - 10PRAKIRAAN BIAYA EKONOMI PROYEK

WADUK SORGA

No. Jenis PekerjaanFaktor Tahun I (2008) Tahun II (2009) Tahun III (2010) Tahun IV (2011)

(Rp) Konversi (Rp) (Rp) (Rp) (Rp) (Rp)

(1) (2) (3) (4) (5) = (3)*(4) (6) (7) (7) (8)

Total Biaya Finansial

Total Biaya Ekonomi

- GSP dia. 100 mm 41,409,550 0.90 37,268,595 - - 37,268,595 - - PVC/Rigid pipe (AW class ) dia. 100 mm 28,706,250 0.90 25,835,625 - - 25,835,625 - - Flange dia. 100 mm, (Schedule 40 ) 2,400,000 0.90 2,160,000 - - 2,160,000 - - Mur & Baut M 16 (Galvanize) 945,000 0.90 850,500 - - 850,500 - - Concrete sadle (0,3x0,4x0,5 m)x17 207,060 0.90 186,354 - - 186,354 - - Galian tanah & Timbunan pasir (375x0,3x0,5) m 2,314,125 0.90 2,082,713 - - 2,082,713 -

2.6.5 Pompa- Submersible Stainles steel(Head 100;Debit 30 lt/dt) 613,600,000 0.90 552,240,000 - - 552,240,000 - - Centrifugal Split Casing (Head 100 m;debit 30 lt/dt) 380,000,000 0.90 342,000,000 - - 342,000,000 -

2.6.6 Pekerjaan Listrik- Power cable NYFGby 4x120mm2 (L10 m ) 2,540,000 0.90 2,286,000 - - 2,286,000 - - Power cable.NYFGby 2x3x70mm2 (10m),u/Centr.P. 3,100,000 0.90 2,790,000 - - 2,790,000 - - Power cable NYR 2x3x50mm2 (149m),u/Sub.P 34,866,000 0.90 31,379,400 - - 31,379,400 - - Generating set (125 kVA), Sound proof (katerpilar/Perkin atau sederajat 425,000,000 0.90 382,500,000 - - 382,500,000 - - Main distribution panel & Sub distribution panel (utk pengoperasian p 55,000,000 0.90 49,500,000 - - 49,500,000 -

2.6.7 Pekerjaan Lain - lain- Rumah pompa 48,585,154 0.94 45,670,045 - - 45,670,045 - - Tangki Bahan Bakar #VALUE! 0.94 #VALUE! - - #VALUE! -

Sub Total A #VALUE! #VALUE! - - #VALUE! -

B. SALURAN TRASMISI KIRI (3 DESA)2.6.8 Pekerjaan Tanah

- Galian Tanah 75,714,933 0.80 60,571,946 - - 60,571,946 - - Urugan Kembali 28,678,774 0.80 22,943,019 - - 22,943,019 - - Urugan Pasir 31,415,767 0.80 25,132,614 - - 25,132,614 -

2.6.9 Pekerjaan Pipa- Pipa PVCØ 200 mm 885,618,152 0.80 708,494,521 - - 708,494,521 - - Bend Ø 200 mm (PVC) 168,199,886 0.80 134,559,909 - - 134,559,909 - - Reducer 300 mm x 200 mm (GIP) 657,507 0.80 526,006 - - 526,006 - - Flange Ø 200 mm (PVC) #VALUE! 0.80 #VALUE! - - #VALUE! -

2.6.10 Pekerjaan untuk Bak Penampung- Pembersihan 447,042 0.80 357,633 - - 357,633 - - Galian Tanah 3,659,519 0.80 2,927,615 - - 2,927,615 - - Urugan Kembali 2,772,254 0.80 2,217,803 - - 2,217,803 - - Pasir Urug 151,836 0.80 121,469 - - 121,469 - - Beton K 225 62,826,062 0.80 50,260,850 - - 50,260,850 - - Beton K 125 3,632,935 0.80 2,906,348 - - 2,906,348 - - Tulangan 31,195,185 0.80 24,956,148 - - 24,956,148 - - Bekisting #VALUE! 0.80 #VALUE! - - #VALUE! - - besi beton Ø. 16 mm (untuk tangga) 165,800 0.80 132,640 - - 132,640 - - Elbow 90o dia. 200 mm 3,042,824 0.80 2,434,259 - - 2,434,259 - - Gate Valve Ø 200 mm 1,693,079 0.80 1,354,463 - - 1,354,463 - - Besi siku L 50.50.5 62,424 0.80 49,939 - - 49,939 - - Tee Ø 200 mm 399,337 0.80 319,470 - - 319,470 -

2.6.11 Pekerjaan untuk Jembatan Pipa1 TIPIKAL I

Pekerjaan Tanah- Pembersihan 192,276 0.80 153,821 - - 153,821 - - Galian Tanah 1,799,154 0.80 1,439,323 - - 1,439,323 - - Urugan Kembali 454,314 0.80 363,451 - - 363,451 - - Urugan Pasir 59,721 0.80 47,777 - - 47,777 -

Pekerjaan Beton- Beton K-225 25,150,146 0.80 20,120,117 - - 20,120,117 - - Lantai Kerja (Beton K-125) 1,571,808 0.80 1,257,446 - - 1,257,446 - - Tulangan 12,487,866 0.80 9,990,293 - - 9,990,293 - - Bekisting #VALUE! 0.80 #VALUE! - - #VALUE! -

Pekerjaan Pipa dan Accessories - Pipa GIP Ø 200 mm 62,312,331 0.80 49,849,865 - - 49,849,865 - - Bend 45o all Flange Ø 200 mm 16,388,770 0.80 13,111,016 - - 13,111,016 - - Air Valve 5,413,361 0.80 4,330,689 - - 4,330,689 -

Pekerjaan Baja- Besi Baja Profil WF 400x200 132,111,835 0.90 118,900,651 - - 118,900,651 - - Besi Baja Profil WF 300x150 7,652,311 0.90 6,887,080 - - 6,887,080 - - Besi Siku L 75 x 75 x 6 6,630,259 0.90 5,967,233 - - 5,967,233 - - Besi Plat Strip 3 x 50 686,120 0.90 617,508 - - 617,508 - - Besi Beton Ø 10 mm 1,540,909 0.90 1,386,818 - - 1,386,818 - - Baut 1/2" 239,397 0.90 215,457 - - 215,457 - - Balok 8/12 utk Penopang Pipa 931,459 0.90 838,313 - - 838,313 - - Cat Besi 1,145,500 0.90 1,030,950 - - 1,030,950 -

2 TIPIKAL II Pekerjaan Tanah- Pembersihan 109,872 0.80 87,898 - - 87,898 - - Galian Tanah 1,028,088 0.80 822,470 - - 822,470 - - Urugan Kembali 259,608 0.80 207,686 - - 207,686 - - Urugan Pasir 34,126 0.80 27,301 - - 27,301 -

Pekerjaan Beton- Beton K-225 11,968,704 0.80 9,574,963 - - 9,574,963 - - Lantai Kerja (Beton K-125) 898,176 0.80 718,541 - - 718,541 - - Tulangan 5,942,851 0.80 4,754,281 - - 4,754,281 - - Bekisting #VALUE! 0.80 #VALUE! - - #VALUE! -

Pekerjaan Pipa dan Accessories - Pipa GIP Ø 200 mm 62,990,500 0.80 50,392,400 50,392,400 - - Bend 45o All Flange Ø 200 mm 2,521,349 0.80 2,017,079 - - 2,017,079 - - Bend 22 1/2o All Flange Ø 200 mm 8,824,723 0.80 7,059,778 - - 7,059,778 - - Air Valve 3,093,349 0.80 2,474,679 - - 2,474,679 -

Pekerjaan Baja- Besi Baja Profil WF 300x150 88,001,578 0.90 79,201,420 - - 79,201,420 - - Besi Siku L 75 x 75 x 6 14,803,068 0.90 13,322,761 - - 13,322,761 - - Besi Plat Strip 3 x 50 683,253 0.90 614,928 - - 614,928 - - Besi Beton Ø 10 mm 678,808 0.90 610,927 - - 610,927 - - Baut 1/2" 250,797 0.90 225,717 - - 225,717 - - Balok 8/12 Penopang Pipa 577,653,846 0.90 519,888,461 - - 519,888,461 -

Sub Total B #VALUE! #VALUE! - - #VALUE! -

Sub Total 2.6 #VALUE! #VALUE! - - #VALUE! - SUB TOTAL II #VALUE! #VALUE! 1,983,531,305 #VALUE! #VALUE! #VALUE!

III HIDROMEKANIKAL

3.1 Intake Trashrack (4 m L x 8 m T) 352,819,500 0.90 317,537,550 - - 158,768,775 158,768,775 3.2 Fix Wheel Gate ( 2 m L x 2.7 m T) 2,205,359,030 0.90 1,984,823,127 - - 992,411,564 992,411,564 3.3 Katup Pintas (Sluice Valve) dia. 20 mm 80,575,000 0.90 72,517,500 - - 36,258,750 36,258,750 3.4 Butterfly Valve, dia. 0.70 m 281,190,800 0.90 253,071,720 - - 126,535,860 126,535,860 3.5 Butterfly Valve, dia. 0.30 m 268,455,000 0.90 241,609,500 - - 120,804,750 120,804,750 3.6 Pipa Baja Saluran Utama, dia. 1.0 m (L = 138 m) 663,582,700 0.90 597,224,430 - - 298,612,215 298,612,215 3.7 Stoplog Concrete (4 x 0.5 x 0.2 m) 8 unit #VALUE! 0.90 #VALUE! - - #VALUE! #VALUE!

SUB TOTAL III #VALUE! #VALUE! - - #VALUE! #VALUE!


4.1 Kantor Proyek (19 m x 12 m) 395,621,967 0.94 371,884,649 - - - 371,884,649 4.2 Rumah Dinas (12 m x 12.5 m) 260,277,610 0.94 244,660,953 - - - 244,660,953 4.3 Gudang Material (15 m x 8 m) 60,420,617 0.94 56,795,380 - - - 56,795,380 4.4 Rumah Jaga, 3 @ (4 m x 6 m) 124,933,253 0.94 117,437,258 - - - 117,437,258 4.5 Gardu Pandang (16 m x 16 m) 444,207,121 0.94 417,554,694 - - - 417,554,694 4.6 Rumah Genset, 1 @ (4 m x 4 m) 27,762,945 0.94 26,097,168 - - - 26,097,168 4.7 Rumah Tangki Bahan Bakar (90 m2) 156,166,566 0.94 146,796,572 - - - 146,796,572 4.8 Tandon Air 14,374,602 0.94 13,512,126 - - - 13,512,126 4.9 Tangki Bahan Bakar (4000 lt) #VALUE! 0.94 #VALUE! - - - #VALUE!

SUB TOTAL IV #VALUE! #VALUE! - - - #VALUE!

V PEKERJAAN LISTRIK

1 Instalasi Penerangan Gedung 152,471,800 0.90 137,224,620 - - - 137,224,620 2 Instalasi Penerangan Jalan dan Puncak Bendungan 76,154,700 0.90 68,539,230 - - - 68,539,230 3 Instalasi Penerangan Terowong 19,146,600 0.90 17,231,940 - - - 17,231,940 4 Instalasi Penerangan Motor-Motor 50,311,300 0.90 45,280,170 - - - 45,280,170 5 Instalasi Utama 91,939,700 0.90 82,745,730 - - - 82,745,730 6 Genset 15 kVA 66,550,000 0.90 59,895,000 - - - 59,895,000 7 Sistem Pentanahan #VALUE! 0.90 #VALUE! - - - #VALUE!

SUB TOTAL V #VALUE! #VALUE! - - - #VALUE!



6.1.1 Pekerjaan Tanah :- Galian Tanah 63,362,634 0.80 50,690,107 - - - 50,690,107 - Timbunan Sirtu #VALUE! 0.80 #VALUE! - - - #VALUE!- Urugan Pasir 2,547,903 0.80 2,038,322 - - - 2,038,322

6.1.2 Pekerjaan Beton :- Dinding Beton (K 225) 1,099,278,993 0.80 879,423,194 - - - 879,423,194 - Tulangan Beton (pemotongan, pembengkokan dan pemasangan) 573,115,589 0.80 458,492,471 - - - 458,492,471 - Bekisting (termasuk pembongkaran) #VALUE! 0.80 #VALUE! - - - #VALUE!

6.1.3 Pekerjaan Jalan - Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 39,907,982 0.80 31,926,386 - - - 31,926,386 - Lapis Pondasi Atas/Base Course, Agregat Class A 30,806,989 0.80 24,645,591 - - - 24,645,591 - Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B #VALUE! 0.80 #VALUE! - - - #VALUE!

6.1.4 Patok Pengaman - Beton K 125 2,078,716 0.80 1,662,973 - - - 1,662,973 - Tulangan 416,787 0.80 333,430 - - - 333,430

SUB TOTAL 6.1 #VALUE! #VALUE! - - - #VALUE!


6.2.1 Pekerjaan Tanah :- Urugan Pasir 351,925 0.80 281,540 - - - 281,540

6.2.2 Pekerjaan Beton : - Beton K 125 61,300,512 0.80 49,040,410 - - - 49,040,410 - Beton K 225 186,055,544 0.80 148,844,435 - - - 148,844,435 - Beton K 250 78,087,324 0.80 62,469,859 - - - 62,469,859 - Beton K 300 1,175,454 0.80 940,363 - - - 940,363 - Tulangan Beton (pemotongan, pembengkokan dan pemasangan) 130,363,279 0.80 104,290,623 - - - 104,290,623 - Bekisting (termasuk pembongkaran) #VALUE! 0.80 #VALUE! - - - #VALUE!

6.2.3 Pekerjaan Jalan : - Lapisan Permukaan/Surface Course (penetrasi makadam aspal) 5,568,186 0.80 4,454,549 - - - 4,454,549 - Lapis Pondasi Atas/Base Course, Agregat Class A 4,298,078 0.80 3,438,463 - - - 3,438,463 - Lapis Pondasi Bawah/Sub-Base Course, Agregat Class B #VALUE! 0.80 #VALUE! - - - #VALUE!

6.2.4 Pekerjaan Lain-lain - Besi Plat 2.5 mm 383,816 0.90 345,435 - - - 345,435 - Pipa Galvanis 3 " 16,294,240 0.90 14,664,816 - - - 14,664,816 - Tiang pancang beton dia. 50 cm 569,241,278 0.80 455,393,022 - - - 455,393,022 - Pembongkaran jembatan lama 5,452,700 0.80 4,362,160 - - - 4,362,160 - Pembuatan jembatan sementara (jembatan glugu) 10,000,000 0.80 8,000,000 - - - 8,000,000

SUB TOTAL 6.2 #VALUE! #VALUE! - - - #VALUE!

SUB TOTAL VI #VALUE! #VALUE! - - - #VALUE!

B TOTAL BIAYA LANGSUNG/BIAYA KONSTRUKSI #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!(I+II+III+IV+V+VI)

Biaya Administrasi (4% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!Jasa Konsultan (5% dari Biaya langsung) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!Biaya Tak Terduga (Contingencies) (5% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

C TOTAL BIAYA TIDAK LANGSUNG #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

D TOTAL BIAYA EKONOMI PROYEK (A + B + C ) #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

E PROSENTASE BIAYA EKONOMI PER TAHUN #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Tabel III - 10REKAPITULASI PRAKIRAAN BIAYA EKONOMI PROYEK

WADUK SORGA

No. Jenis PekerjaanTotal Biaya Ekonomi Tahun I Tahun II Tahun III

(Rp) (Rp) (Rp) (Rp)

(1) (2) (7) = (4)*(6) (8) (9) (10)

A BIAYA PEMBEBASAN TANAH 11,300,000,000 11,300,000,000 - -

I PEKERJAAN PERSIAPAN #VALUE! #VALUE! - -

II PEKERJAAN SIPIL/KONSTRUKSI #VALUE! 1,983,531,305 #VALUE! #VALUE!

2.1 Terowong Pengelak #VALUE! 1,204,688,215 #VALUE! 159,868,681

2.2 #VALUE! - #VALUE! 3,149,610,096

2.3 #VALUE! - 1,036,213,742 13,851,070,731

2.4 #VALUE! 778,843,090 #VALUE! 8,331,703,972

2.5 #VALUE! - #VALUE! #VALUE!

2.6 Perpipaan dan Bak Penampung #VALUE! - - #VALUE!

III HIDROMEKANIKAL #VALUE! - - #VALUE!

IV BANGUNAN PENUNJANG #VALUE! - - -

V PEKERJAAN LISTRIK #VALUE! - - -

VI PENINGGIAN JALAN DAN JEMBATAN #VALUE! - - -

B TOTAL BIAYA LANGSUNG/BIAYA KONSTRUKSI#VALUE! #VALUE! #VALUE! #VALUE!

(I+II+III+IV+V+VI)

Biaya Administrasi (4% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE!

Jasa Konsultan (5% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE!

Biaya Tak Terduga (Contingencies) (5% dari Biaya Langsung) #VALUE! #VALUE! #VALUE! #VALUE!

C TOTAL BIAYA TIDAK LANGSUNG #VALUE! #VALUE! #VALUE! #VALUE!

TOTAL BIAYA EKONOMI PROYEK (A+B+C) #VALUE! #VALUE! #VALUE! #VALUE!

Bendungan Pengelak (Cofferdam)

Bendungan Utama (Main Dam)

Bangunan Pelimpah (Spillway)

Bangunan Pengambilan (Intake)

Tabel III - 10REKAPITULASI PRAKIRAAN BIAYA EKONOMI PROYEK

WADUK SORGA

Tahun IV

(Rp)

(11)

-

-

#VALUE!

-

-

#VALUE!

-

-

-

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#VALUE!

Tabel I - 1 Rencana Jadwal Pelaksanaan Pekerjaan Bendungan Sorga

No. Jenis Pekerjaan Satuan VolumeTotal Biaya

Tahun I (2008) Tahun II (2009) Tahun III (2010) Tahun IV (2011)Bobot Hujan Kering Hujan Kering Hujan Kering Hujan Kering Hujan

Pekerjaan J P M A M J J A S O N D J P M A M J J A S O N D J P M A M J J A S O N D J P M A M J J A S O N D(Rp) 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 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48

A PEMBEBASAN TANAH LS 1.00 11,300,000,000 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

I PEKERJAAN PERSIAPAN #VALUE! #VALUE!

1.1 Mobilisasi dan Demobilisasi LS 1.00 165,000,000 #VALUE! ### ### ###◈ ◈ ◈

1.2 LS 1.00 51,015,342 #VALUE! ### ###◈ ◈

1.3 LS 1.00 278,987,439 #VALUE! ### ###◈ ◈

1.4 Penyediaan Air Bersih dan Sanitasi LS 1.00 40,342,500 #VALUE! ### ###◈ ◈

1.5 Penyediaan Sarana Penerangan LS 1.00 183,362,520 #VALUE! ### ###◈ ◈

1.6 Penyediaan Sarana Telekomunikasi LS 1.00 75,213,600 #VALUE! ### ###◈ ◈

1.7 Penyediaan Sarana Laboratorium LS 1.00 500,699,860 #VALUE! ### ### ###◈ ◈ ◈

1.8 Penyediaan Sarana Kesehatan LS 1.00 #VALUE! #VALUE! ###◈

1.9 Acces Road (L = 586.88 m; B = 7.00 m) #VALUE! #VALUE!


- Pembersihan 22,415.00 51,307,935 #VALUE! ###◈

- Galian Batu keras (peledakan) 128,746.34 8,724,624,476 #VALUE! ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈

- Galian Batu lapuk (alat berat) 22,000.00 409,574,000 #VALUE! ### ### ###◈ ◈ ◈

- Urugan Pasir, t = 10 cm 1,451.52 25,799,245 #VALUE! ###◈

B. Pekerjaan Jalan

- Lapisan Penetrasi, t = 5 cm 548.43 396,590,049 #VALUE! ### ###◈ ◈

- Lapis Pondasi Atas/Base Course, t = 15 cm 1,645.58 306,182,825 #VALUE! ### ###◈ ◈

- Lapis Pondasi Bawah/Sub Base Course, t = 10 cm 2,194.24 #VALUE! #VALUE! ### ###◈ ◈

- Berm 405.42 #VALUE! #VALUE! ### ###◈ ◈

C. Pekerjaan Pasangan

- Pasangan Batu Kali (1 pc : 4 ps) 1,617.26 414,977,004 #VALUE! ###◈

- Plesteran 3,406.26 63,421,155 #VALUE! ###◈

D. Pekerjaan Beton

- Lantai Kerja, t = 10 cm 12.01 5,619,214 #VALUE! ###◈

- Dinding Beton (K 225) m3 222.55 126,120,218 #VALUE! ###◈

- Tulangan Beton (pemotongan, pembengkokan dan pemasangan m3 6.68 62,622,795 #VALUE! ###◈

- Bekisting (termasuk pembongkaran) m3 364.15 #VALUE! #VALUE! ###◈

II PEKERJAAN SIPIL/KONSTRUKSI #VALUE! #VALUE!

2.1 TEROWONG PENGELAK #VALUE! #VALUE!

2.1.1 Pekerjaan Tanah : 2,524,344,373 #VALUE!

- Pembersihan 4,071.00 9,318,519.00 #VALUE! ###◈

- Galian Batu Lapuk (dengan alat berat) 54,861.87 1,021,363,433.79 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Galian Batu Keras (dengan peledakan) 21,560.05 1,461,038,348.30 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Urugan Kembali 3,016.00 32,624,072.00 #VALUE! ### ### ###◈ ◈ ◈

2.1.2 Pekerjaan Beton : #VALUE! #VALUE!

- Beton K-225 5,388.00 3,053,379,600.00 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Beton K-125 258.00 120,692,400.00 #VALUE! ###◈

- Tulangan Beton ton 263.00 2,466,808,500.00 #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

- Bekisting 4,805.00 #VALUE! #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

2.1.4 Drilling dan Grouting 1,108,698,308 #VALUE!

- Backfill grouting 316.51 730,775,988.10 #VALUE! ### ### ###◈ ◈ ◈

- Pemboran lubang consolidation grouting m' 1,200.00 248,647,200.00 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Pemboran lubang curtain grouting hole, kedalaman 0 - 10 m m' 80.00 16,635,120.00 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Material grouting 128.00 112,640,000.00 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

2.1.5 Pekerjaan Lain - lain 699,402,582 #VALUE!

- Steel Support kg 21,304.83 348,887,822.39 #VALUE! ### ###◈ ◈

- PVC Water stop, b = 0.30 m 1,274.69 319,105,506.57 #VALUE! ### ### ### ### ### ###

- Dowel, dia. 25 buah 590.10 31,409,252.70 #VALUE! ### ### ### ### ### ###

2.2 #VALUE! #VALUE!

2.2.1 Pengelakan Sungai : #VALUE! #VALUE!

- Coffering dan Dewatering LS 1.00 #VALUE! #VALUE! ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈



- Pengupasan 12,694.47 37,372,529 #VALUE! ###◈

- Galian Tanah 21,697.16 309,813,812 #VALUE! ### ###◈ ◈

- Galian Batu Lapuk 2,124.67 39,555,019 #VALUE! ### ###◈ ◈

- Galian Batu Keras (peledakan) 55,398.92 3,754,163,247 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Timbunan Inti / Zona 1 17,276.03 499,329,037 #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

- Timbunan Filter Halus / Zona 2 4,370.65 143,064,552 #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

- Timbunan Batu / Zona 4 60,012.93 1,244,548,049 #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

- Timbunan Riprap / Zona 5 6,350.49 153,211,849 #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

2.3 #VALUE! #VALUE!



- Pengupasan 35,556.00 104,676,876 #VALUE! ### ###◈ ◈

- Galian Tanah 14,816.98 211,571,629 #VALUE! ### ### ###◈ ◈ ◈

- Galian Batu Lapuk 48,215.66 897,630,979 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Galian Batu Keras (dengan peledakan) 118,331.86 8,018,876,960 #VALUE! ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈

- Timbunan Inti / Zona 1 165,376.12 4,779,866,019 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

- Timbunan Filter Kasar / Zona 2 50,002.54 1,034,550,219 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

- Timbunan Filter Halus / Zona 3 45,456.75 1,636,732,978 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

- Timbunan Batu / Zona 4 476,942.22 9,890,827,841 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

- Timbunan Riprap / Zona 5 37,403.70 902,401,676 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ###

2.3.2 Drilling dan Grouting 2,399,727,826 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

2.3.3 Instrumentasi : set 40.00 #VALUE! #VALUE!

- Pore Water Pressure Meter set 12.00 208,204,296 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Seepage Water Measuring Device set 1.00 38,530,888 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Multilayer Settlement Gauges set 1.00 18,115,582 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Surface Settlement Survey Point set 14.00 53,123,840 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Crest Settlement Survey Point set 6.00 22,767,360 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Observation Holes set 3.00 17,026,515 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Automatic Water Level Recorder set 1.00 58,080,000 #VALUE! ### ###◈ ◈

Barak Kerja (70 m2)

Kantor Lapangan (200 m2)

m2

m3

m3

m3

m3

m3

m3

m3

m3

m2

m3

m2

m3

m3

m3

m3

m3

m2

m3

m3


m2

m2

m3

m3

m3

m3

m3

m3

m3


m2

m2

m3

m3

m3

m3

m3

m3

m3

m3

- Papan Duga Air set 1.00 314,987 #VALUE! ### ###◈ ◈

- Inklinometer set 1.00 #VALUE! #VALUE! ### ###◈ ◈

2.3.4 Perkerasan Puncak Bendungan #VALUE! #VALUE! ### ###◈ ◈

2.3.5 Pekerjaan Beton #VALUE! #VALUE! ### ###◈ ◈

2.3.6 Pekerjaan Lain-lain : 219,972,240 #VALUE! ###◈

2.3.7 Rumah untuk alat pengukur rembesan #VALUE! #VALUE! ###◈

2.3.8 Penggenangan

2.4 #VALUE! #VALUE!


- Pembersihan 37,191.06 85,130,336.34 #VALUE! ###◈

- Galian Tanah 52,336.54 747,313,454.66 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

- Galian Batu Lapuk 221,202.90 4,118,134,389.30 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Galian Batu Keras (dengan peledakan) 258,707.40 17,531,565,668.40 #VALUE! ### ### ### ### ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Urugan Kembali 23,315.68 252,205,710.56 #VALUE! ### ### ### ###◈ ◈ ◈ ◈

2.4.2 Pekerjaan Beton : #VALUE! #VALUE!

- Beton K-225 35,865.27 20,324,848,509.00 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

- Beton K-125 528.67 247,311,826.00 #VALUE! ### ###◈ ◈

- Tulangan Beton ton 533.63 5,005,182,585.00 #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

- Bekisting 13,873.90 #VALUE! #VALUE! ### ### ### ### ###◈ ◈ ◈ ◈ ◈

2.4.3 Pekerjaan Drilling dan Grouting 145,578,720 #VALUE! ### ### ###◈ ◈ ◈

- Pemboran lubang curtain grouting hole, kedalaman 0 m - 10 m m' 160.00 33,270,240.00 #VALUE!

- Pemboran lubang curtain grouting hole, kedalaman 10 m - 20 m' 160.00 34,997,120.00 #VALUE!

- Pemboran lubang curtain grouting hole, kedalaman 20 m - 25 m' 80.00 18,494,880.00 #VALUE!

- Pemboran lubang consolidation grouting m' 80.00 16,576,480.00 #VALUE!

- Material grouting ton 48.00 42,240,000.00 #VALUE!

2.4.4 Pekerjaan Lain-lain #VALUE! #VALUE! ### ### ### ### ###

- Anchor Bar D22 m' 1,800.00 109,609,200.00 #VALUE!

- Pipa Drainase, PVC berlubang, dia. 6" m' 901.94 91,025,386.84 #VALUE!

- Dowel, dia. 25 buah 280.00 14,903,560.00 #VALUE!

- PVC Water Stop, b = 0.30 m' 716.61 179,396,898.42 #VALUE!

- Shotcrete 13,660.29 #VALUE! #VALUE! ### ### ### ###◈ ◈ ◈ ◈

2.5 #VALUE! #VALUE!

2.5.1 Pekerjaan Tanah : 2,006,371 #VALUE!

- Galian Batu Lapuk (dengan alat berat) 107.77 2,006,371.03 #VALUE! ### ### ###◈ ◈ ◈

2.5.2 #VALUE! #VALUE!

- Beton K-225 686.80 389,210,013.36 #VALUE! ### ### ###◈ ◈ ◈

- Beton K-125 34.51 16,143,450.54 #VALUE! ### ### ###◈ ◈ ◈

- Tulangan Beton ton 98.29 921,905,896.28 #VALUE! ### ### ###◈ ◈ ◈

- Bekisting 1,059.93 #VALUE! #VALUE! ### ### ###◈ ◈ ◈

2.5.3 Pekerjaan Lain - lain : 224,487,212 #VALUE!

- Ruang Operasional 65.94 114,418,037.28 #VALUE! ### ###◈ ◈

- D 25 Rock Dowel L = 4 m buah 32.00 5,047,069.10 #VALUE! ### ### ###◈ ◈ ◈

- D 25 Rock Dowel L = 1 m buah 33.00 1,756,491.00 #VALUE! ### ### ###◈ ◈ ◈

- D 22 Rock Bolt, L = 3 m @ 3.0 m m' 38.00 25,868,742.78 #VALUE! ### ### ###◈ ◈ ◈

- Shotcrete with steel wire mesh 100 x 100 x 4 mm 107.95 58,324,969.19 #VALUE! ### ### ###◈ ◈ ◈

- PVC Water stop, b = 0.30 m' 76.18 19,071,902.56 #VALUE! ### ### ###◈ ◈ ◈

2.6 PERPIPAAN DAN BAK PENAMPUNG #VALUE! #VALUE!

A. SALURAN TRANSMISI KANAN (DESA LOKAPAKSA) #VALUE! #VALUE! ### ### ### ###◈ ◈ ◈ ◈

2.6.1 Pekerjaan Tanah 11,515,929.93 #VALUE!

2.6.2 Pekerjaan Untuk Ponton 107,716,200.00 #VALUE!

2.6.3 Pekerjaan Untuk Bak Penampung #VALUE! #VALUE!

2.6.4 Pekerjaan Untuk Pipa 119,143,597.50 #VALUE!

2.6.5 Pompa 993,600,000.00 #VALUE!

2.6.6 Pekerjaan Listrik 520,506,000.00 #VALUE!

2.6.7 Pekerjaan Lain - lain #VALUE! #VALUE!

B. SALURAN TRANSMISI KIRI (3 DESA) #VALUE! #VALUE! ### ### ### ###◈ ◈ ◈ ◈

2.6.5 Pekerjaan Tanah 135,809,474.21 #VALUE!

2.6.6 Pekerjaan Pipa #VALUE! #VALUE!

2.6.7 Pekerjaan Untuk Bak Penampung #VALUE! #VALUE!

2.6.8 Pekerjaan Untuk Jembatan Pipa

1 Tipikal I #VALUE! #VALUE!

2 Tipikal II #VALUE! #VALUE!

III HIDROMEKANIKAL #VALUE! #VALUE!

3.1 Intake Trashrack (4 m L x 8 m T) set 1.00 352,819,500 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

3.2 Fix Wheel Gate ( 2 m L x 2.7 m T) set 1.00 2,205,359,030 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

3.3 Katup Pintas (Sluice Valve) dia. 20 mm set 1.00 80,575,000 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

3.4 Butterfly Valve, dia. 0.70 m set 2.00 281,190,800 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

3.5 Butterfly Valve, dia. 0.30 m set 2.00 268,455,000 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

3.6 Pipa Baja Saluran Utama, dia. 1.0 m (L = 138 m) m' 1.00 663,582,700 #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

3.7 Stoplog Concrete (4 x 0.5 x 0.2 m) 8 unit 1.00 #VALUE! #VALUE! ### ### ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈ ◈ ◈

IV BANGUNAN PENUNJANG #VALUE! #VALUE!

4.1 Kantor Proyek (19 m x 12 m) 228.00 395,621,967 #VALUE! ### ###◈ ◈

4.2 Rumah Dinas (12 m x 12,5 m) 150.00 260,277,610 #VALUE! ### ###◈ ◈

4.3 Gudang Material (15 m x 8 m) LS 1.00 60,420,617 #VALUE! ###◈

4.4 Rumah Jaga, 3 @ (4 m x 6 m) 72.00 124,933,253 #VALUE! ### ###◈ ◈

4.5 Gardu Pandang (16 m x 16 m) 256.00 444,207,121 #VALUE! ###◈

4.6 Rumah Genset, 2 @ (4 m x 4 m) 16.00 27,762,945 #VALUE! ### ###◈ ◈

4.7 Rumah Tangki Bahan Bakar (90 m2) 90.00 156,166,566 #VALUE! ### ###◈ ◈

4.8 Tandon Air LS 1.00 14,374,602 #VALUE! ###◈

4.9 Tangki Bahan Bakar (4000 lt) LS 1.00 #VALUE! #VALUE! ###◈

V PEKERJAAN LISTRIK LS 1.00 #VALUE! #VALUE! ### ### ### ### ### ###◈ ◈ ◈ ◈ ◈ ◈

VI PENINGGIAN JALAN DAN JEMBATAN #VALUE! #VALUE!

6.1 PENINGGIAN JALAN #VALUE! #VALUE! ### ### ###◈ ◈ ◈

6.2 PENINGGIAN JEMBATAN #VALUE! #VALUE! ### ### ###◈ ◈ ◈

TOTAL BIAYA LANGSUNG / BIAYA KONSTRUKSI (II S/D VI) #VALUE! #VALUE! ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0.0% 0.0%

PELIMPAH (SPILLWAY)

m2

m3

m3

m3

m3

m3

m3

m2

m2


m3

Pekerjaan Beton :

m3

m3

m2

m2

m3

m3

m2

m2

m2

m2

m2

m2

PenggenanganPenggenangan

PemasanganPemasanganTenderTender FabrikasiFabrikasi

RAB - DD - Jurnal - Baru-4 Th-perba

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