REKAP RENCANA ANGGARAN BIAYA (SWS) ENGINEERING PROCUREMENT & CONSTRUCTION PERTAMINA RU II

REKAP RENCANA ANGGARAN BIAYA (SWS) ENGINEERING PROCUREMENT & CONSTRUCTION PERTAMINA RU II NO.

VOL

1 2

PEKERJAAN PERSIAPAN Pengurusan perizinan Pembuatan Direksi Keet c/w furniture

1.00

Ls

15,000,000

45.00

m2

2,000,000

3

Pembuatan Gudang & Bangsal Kerja

4 5

Fire & Safety Aids (Peralatan Safety) Mobilisasi / Demobilisasi Pekerjaan Persiapan TOTAL I

45.00 1.00 1.00

m Ls Ls

1,000,000 10,000,000 13,980,000

I

II II.1 1

ENGINEERING & PROJECT MANAGEMENT Engineering Design & Construction Engineering Design, Calculation document

UNIT MATERIAL (Rp) UPAH (Rp)

HARGA SATUAN (Rp)

URAIAN PEKERJAAN

2

HARGA TOTAL (Rp)

15,000,000 90,000,000 Jurnal Edisi 33 Th. XX 2014

Rp

1.00

Ls

1.00 1.00 1.00 1.00 3.00 3.00 3.00 3.00 3.00

Ls Ls Ls Ls MM MM MM MM MM

-

KETERANGAN

45,000,000 10,000,000 13,980,000 173,980,000

0 Dihitung terakhir sesuai dengan nilai kontrak keseluruhan (2.5%)

All Specification , All Data Sheet, Soil Investigation, P & ID, Hazops, Design pondasi, Design Structure, Design Desalter, Piping Stress Analysis, Process Flow, Isometric drawing, Grounding & Lightning Protection, design carbon bed, design mix bed, design pompa, design demin Standard Detail Drawing, Cable Schedule, Lay Out, Etc 2 3 a b 4 5 6 7 8

As Built document Commissioning document Final Report Manual Book. Civil Engineer Mechanical Engineer Electrical Engineer Instrument Engineer Process Engineer

5,000,000 500,000 1,500,000 12,268,421 9,473,684 9,473,684 9,473,684 12,631,579 9,473,684

5,000,000 5 buku/dokumen 500,000 1,500,000 12,268,421 28,421,053 28,421,053 28,421,053 37,894,737 28,421,053

Halaman 1 dari 135


9 10 II.2 1 2

URAIAN PEKERJAAN

QC Engineer Drafter Project Management Project Manager Site Manager

VOL 2.00 3.00


HARGA SATUAN (Rp)

MM MM

8,210,526 8,210,526

14.00 MM 14.00 MM

33,150,000 30,150,000

HARGA TOTAL (Rp)

KETERANGAN

16,421,053 24,631,579

464,100,000 Harga cek INKINDO (th 2013) 422,100,000 Harga cek INKINDO (th 2013)

Halaman 2 dari 135


URAIAN PEKERJAAN

3 4 5 6 6 7 7 8 9 10 11 11 12

Project Control Civil Engineer Mechanical Engineer Electrical Engineer Instrument Engineer Process Engineer Safety Engineer Administrasi Supervisor Construction Team Maintenance QC Engineer Commissioning Engineer Team Procurement

II.3 1 2 a b 3 4 5 6 7 8 9 10

Non Personil Komunikasi (HP, Telefon, HT, Facsimile, Internet) Sewa Kendaraan - Mini Bus - Pick Up Sewa Komputer , Software Licence Mesin Gambar (Printer/ Ploter) Review & Aproval Engineering Document Review & Aproval Construction Document Report (daily, weekly, monthly) Visual Documentation Meeting (Management, Technical, Construction, Commissioning) Office stationary

II.4 1 2

Mobilisasi/Demobilisasi Engineering Mobilisasi / Demobilisasi Tenaga Kerja Mobilisasi / Demobilisasi Alat TOTAL II

VOL


HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

14.00 13.00 14.00 4.00 4.00 4.00 14.00 14.00 14.00 12.00 14.00 14.00 21.00

MM MM MM MM MM MM MM MM MM MM MM MM MM

27,150,000 25,650,000 25,650,000 25,650,000 25,650,000 25,650,000 25,650,000 19,650,000 25,650,000 25,650,000 25,650,000 25,650,000 19,650,000

380,100,000 333,450,000 359,100,000 102,600,000 102,600,000 102,600,000 359,100,000 275,100,000 359,100,000 307,800,000 359,100,000 359,100,000 412,650,000

1.00

Ls

245,368,421

245,368,421

1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

bh bh Ls Ls Ls Ls Ls Ls Ls Ls

96,600,000 96,600,000 137,406,316 125,955,789 58,888,421 58,888,421 137,406,316 68,703,158 337,995,789 235,553,684

96,600,000 193,200,000 137,406,316 125,955,789 58,888,421 58,888,421 137,406,316 68,703,158 337,995,789 235,553,684

1.00 1.00

Ls Ls

79,499,368 66,315,789

79,499,368 66,315,789 6,752,281,474

Rp

KETERANGAN Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013) Harga cek INKINDO (th 2013)

Halaman 3 dari 135


URAIAN PEKERJAAN

III III.1 A

1 2 3 4 5 6 7 8 9 10 11 12 -

PEKERJAAN SIPIL MATERIAL SWS SW Stripper Column, SWS Feed/Bottom Exchanger, SWS Reboiler, SWS Pump Around Cooler, Stripper Water Cooler, SWS Pump Around, dan Stripped Water Pump SWS Stripper Column (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400 SWS Feed/Bottom Exchanger (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Reboiler (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Pump Around Cooler (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Stripper Water Cooler (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Around Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Stripper Water Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400 SWS Degassing Drum (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Caustic Break Tank (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Relief & BD Drum (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Liquid Separation Drum (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SW Charge Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400

VOL


HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

KETERANGAN

48.00 4.50

m m3

899,200 913,000

43,161,600 KEMENHUB 2014 4,108,500 KEMENHUB 2014

72.00

m

899,200

64,742,400 KEMENHUB 2014

36.00

m

899,200

32,371,200 KEMENHUB 2014

96.00

m

899,200

86,323,200 KEMENHUB 2014

54.00

m

899,200

48,556,800 KEMENHUB 2014

24.00

m

899,200

21,580,800 KEMENHUB 2014

12.00 0.80

m m3

899,200 913,000

10,790,400 KEMENHUB 2014 730,400 KEMENHUB 2014

72.00

m

899,200

64,742,400 KEMENHUB 2014

24.00

m

899,200

21,580,800 KEMENHUB 2014

36.00

m

899,200

32,371,200 KEMENHUB 2014

36.00

m

899,200

32,371,200 KEMENHUB 2014

12.00 0.80

m m3

899,200 913,000


Halaman 4 dari 135


URAIAN PEKERJAAN

VOL

13

Slop Oil Pump (2 unit) - Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 - Baseplate, K-400 14 Relief & BD Pump (2 unit) - Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 - Baseplate, K-400 TOTAL III


HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

KETERANGAN

12.00 0.80

m m3

899,200 913,000


12.00 0.80

m m3

899,200 913,000

10,790,400 KEMENHUB 2014 730,400 KEMENHUB 2014 497,993,300

Rp

IV IV.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

PEKERJAAN PIPING Piping Material Pipe Carbon Steel Pipe Duplex & SS Pipe Incoloy Valves 2" and Less Valves between 2" and 6" Valves 6" and Bigger Flange Carbon Steel Flange Duplex & SS Flange Incoloy Fitting Carbon Steel Fitting Duplex & SS Fitting Incoloy Bolt & Nut Gasket Fabrication & Installation Pipe Support Painting Material and application Insulation Material and installation

96,258.26 48,393.80 760.60 417.00 225.00 21.00 2,234.30 2,226.90 32.60 5,382.71 1,007.68 40.62 3,902.67 1,509.00 14,541.27 16,813.56 665.61

Kg Kg Kg Ea Ea Ea Kg Kg Kg Kg Kg Kg Kg Ea Kg M2 M2

23,367.14 154,174.95 1,102,547.88 2,677,323.05 14,495,490.13 45,760,000.00 53,326.09 232,840.86 1,419,582.78 109,151.03 930,629.37 8,919,516.25 40,518.41 95,509.03 35,950.43 168,000.00 299,539.46

7,010 46,252 330,764 803,197 4,348,647 13,728,000 15,998 69,852 425,875 32,745 279,189 2,675,855 12,156 28,653 10,785 108,502 101,762

30,377 200,427 1,433,312 3,480,520 18,844,137 59,488,000 69,324 302,693 1,845,458 141,896 1,209,818 11,595,371 52,674 124,162 46,736 276,502 401,301

2,924,064,339.76 9,699,444,823.50 1,090,177,296.00 1,451,376,825.60 4,239,930,864.00 1,249,248,000.00 154,890,421.84 674,067,308.50 60,161,918.01 763,786,115.07 1,219,109,583.54 471,003,975.00 205,569,000.00 187,360,056.00 679,594,155.00 4,648,983,448.29 267,109,525.51

Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli

IV.2 1 2 3 4 5 6

Piping Work Piping Works - Carbon Steel Piping Works - SS & Duplex Piping Works - Incoloy Installation of Valve Testing Test Package

21,247.58 6,517.40 231.15 123.00 310.64 1.00

d-in d-in d-in ea d-in Lot

227,813.39 398,673.43 569,533.48 457,621.95 55,162.50 125,422,723.13

68,344 68,344 68,344 137,287 16,549 37,626,817

296,157 467,017 637,877 594,909 71,711 163,049,540

6,292,627,023.00 3,043,741,293.96 147,445,383.11 73,173,750.00 22,276,143.66 163,049,540.06 Rp 39,728,190,789

Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli Estimasi Ahli

TOTAL IV

Halaman 5 dari 135


URAIAN PEKERJAAN

V V.1 A 1 2 B 1 2 3 4 C 1 2 3 4

MECHANICAL DAN ELECTRICAL ELECTRICAL SWS Power Panel Starter with current limiting Circuit Breaker 30 hp 3 phase 380V 10 hp 3 phase 380V 25 hp 3 phase 380V 60 hp 3 phase 380V Main circuit breaker Power Cable &Asesoris Push button ON, ES, Ewitch ON/OFF, Lamp G/R Cable NYFGbY 4 x 1,5 mm2 NYFGbY 4 x 2,5 mm2 NYFGbY 4 x 10 mm2 NYFGbY 4 x 16 mm2 NYFGbY 4 x 25 mm2 NYFGbY 4 x 70 mm2 Armored cable terminator NYFGbY 4 x 1,5 mm2 NYFGbY 4 x 2,5 mm2 NYFGbY 4 x 10 mm2 NYFGbY 4 x 16 mm2 NYFGbY 4 x 25 mm2 Solderless lug 16 mm2 25 mm2 70 mm2 External Protection Erico dynasphare MK-IV SS Erico FRP Mast 2 M Erico termination kit Erico Down Conductor

VOL


HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

2.00 2.00 2.00 2.00 1.00

pcs pcs pcs pcs pcs

30,192,720 16,351,200 18,650,160 54,012,960 15,408,960

60,385,440 32,702,400 37,300,320 108,025,920 15,408,960

8.00

pcs

3,042,840

24,342,720

45,360 53,520 122,808 164,160 235,920 256,560

15,422,400 12,309,600 126,492,240 21,340,800 77,853,600 2,565,600

340.00 230.00 1030.00 130.00 330.00 10.00

meter meter meter meter meter meter

4.00 4.00 4.00 4.00 4.00

pcs pcs pcs pcs pcs

1,385,520 1,385,520 1,385,520 1,385,520 1,385,520

5,542,080 5,542,080 5,542,080 5,542,080 5,542,080

20.00 20.00 10.00

pcs pcs pcs

40,560 51,792 111,408

811,200 1,035,840 1,114,080

1.00 1.00 1.00 25.00

Ea Ea Ea Ea

21,909,600 3,909,600 7,509,600 1,029,600

21,909,600 3,909,600 7,509,600 25,740,000

KETERANGAN

Halaman 6 dari 135


5 6 D 1 2 3 4 5 6 7 8 9 E 1 2 3 V.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

URAIAN PEKERJAAN

Erico Counter-LEC + Box Erico Inline Coupling Grounding System (1 system 4 titik, 9 m dept Ea) Grounding Rod Kopling Rod Clamp Control Box Bar Grounding Cable Cable Brazed connection Brazed connection Lighting Poles and Bracket Lighting fixtures - incandescent - explossion proof Cable MECHANICAL SWS Sour Water Storage Tank Liquid Liquid Separator Sour Water Degassing Drum Sour Water Stripper Column Caustic Break Tank SWS Relief & BD Drum SWS Reboiler (Jumlah volume cek lagi) SWS Feed/Bottom Exchanger SWS Pump Around Cooler (jumlah pompa harusnya 2 unit) SWS Bottom Cooler Condensate Pump (jumlah pompa harusnya 2 unit) Slop Oil Pump (jumlah pompa harusnya 2 unit) Feed Sour Water Pump Existing Sour Water Pump New Sour Water Pump Bottom Product Pump Arround Pump Dossing Pump

VOL


HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

1.00 1.00

Ea Ea

6,309,600 3,909,600

6,309,600 3,909,600

12.00 8.00 10.00 1.00 1.00 100.00 40.00 12.00 8.00

Ea Ea Ea Ea Ea m m Ea Ea

969,600 181,920 121,920 1,209,600 729,600 405,600 683,520 140,400 88,920

11,635,200 1,455,360 1,219,200 1,209,600 729,600 40,560,000 27,340,800 1,684,800 711,360

4.00 4.00 320.00

Ea Ea m

21,902,400 6,722,760 53,520

87,609,600 26,891,040 17,126,400 852,282,480

Rp 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 2.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs pcs

1,738,833,987 1,969,772,876 1,201,588,624 11,464,448,627 380,369,935 1,011,339,417 ### 4,143,223,483 ### ### 1,345,081,497 1,345,081,497 2,652,060,807 2,652,060,807 2,832,732,713 4,684,332,008 572,875,406

1,738,833,987 1,969,772,876 1,201,588,624 11,464,448,627 380,369,935 1,011,339,417 28,289,494,796 4,143,223,483 88,473,058,824 27,448,877,647 2,690,162,995 2,690,162,995 5,304,121,615 0 5,304,121,615 5,665,465,427 9,368,664,017 1,145,750,811

KETERANGAN

Tidak ada data (BARATA) Tidak ada data (BARATA) BARATA SULZER SAS BBI JO BARATA WARU WARU WARU AND S & T WARU AND S & T PETROTEC PETROTEC ENSIVAL MORET Tidak ada volume & unit price ENSIVAL MORET PETROTEC PETROTEC DURAQUIPT Halaman 7 dari 135


URAIAN PEKERJAAN

VOL

TOTAL V


HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

KETERANGAN

Rp 198,289,457,687 Rp 199,141,740,167

Halaman 8 dari 135


VI VI.1 A

B

C

D

E

F

URAIAN PEKERJAAN

PEKERJAAN INSTRUMENTASI DAN KONTROL INSTRUMENT SWS PRESSURE INSTRUMENT Press. Gauge,Bourdone Tube, 100 mm dial size Press. Transmitter w/ diaphragm seal ,Smart type FLOW INSTRUMENT D/P Type Flow Transmitter,Smart type, c/w 5-way valve Manifold Rotameter FLOW ELEMENT (ORIFICE TYPE) Orifice Plate & Flange Orifice Plate & Flange Orifice Plate & Flange Orifice Plate & Flange LEVEL INSTRUMENT Level Transmitter D/P type , Smart Type, c/w 5-way valve manifold Level Transmitter Magnetic Level Gauge Magnetic TEMPERATURE INSTRUMENT Temperature Gauge, c/w thermo well Thermocouple, c/w thermo well Thermo well CONTROL VALVE Control Valve, Globe Type, Diaphragm Actuator c/w E/P positioner Control Valve, Globe Type, Diaphragm Actuator c/w E/P positioner Control Valve, Globe Type, Diaphragm Actuator c/w E/P positioner Control Valve, Globe Type, Diaphragm Actuator c/w E/P positioner

VOL


HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

11.00 1.00

pcs pcs

1,584,000 26,400,000

17,424,000 26,400,000

5.00 2.00

pcs pcs

26,400,000 33,000,000

132,000,000 66,000,000

1.00 1.00 2.00 1.00

pcs pcs pcs pcs

31,020,000 36,300,000 18,150,000 79,200,000

31,020,000 36,300,000 36,300,000 79,200,000

3.00 3.00 5.00

pcs pcs pcs

11,000,000 85,000,000 70,000,000

33,000,000 255,000,000 350,000,000

2.00 7.00 3.00

pcs pcs pcs

11,880,000 11,880,000 7,200,000

23,760,000 83,160,000 21,600,000

2.00 2.00 1.00 1.00

pcs pcs pcs pcs

46,200,000 59,400,000 66,000,000 92,400,000

92,400,000 118,800,000 66,000,000 92,400,000

KETERANGAN

Halaman 9 dari 135


G

H

I J

VII

URAIAN PEKERJAAN

VOL

ON-OFF VALVE On-Off Valve, Ball Type, Pneumatic Cylinder w/ Spring Actuator c/w Solenoid Valve & 2 (two) limit switches PRESSURE SAFETY VALVE Pressure Safety Valve Pressure Safety Valve Control System DCS + Software Modification Construction Material Instrument Cable/HART/Fieldbus TOTAL VI

HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

pcs

66,000,000

132,000,000

2.00 2.00

pcs pcs

59,400,000 99,000,000

118,800,000 198,000,000

1.00

lot

1,584,000,000

1,584,000,000

1.00

lot

1,939,849,200 Rp

lot

-

SPAREPART SWS Mechanical Electrical Instrument

0

1.00 1.00 1.00 TOTAL VIII

TOTAL SWS PPN 10% GRAND TOTAL DIBULATKAN

1,939,849,200 5,533,413,200 0

TOTAL VII VIII 1 2 3

KETERANGAN

2.00

1.00

PAKET VENDOR SWS


lot lot lot

### 85,228,248 553,341,320 Rp

19,828,945,769 85,228,248 553,341,320 20,467,515,337

Rp 272,295,114,267 Rp 27,229,511,427 Rp 299,524,625,694 Rp 299,524,626,000

Halaman 10 dari 135

2. Kedalaman dan Konfigurasi Pondasi Tiang Bor

3. Penulangan Pada Pondasi

4. Dimensi dan Penulangan Pada Baseplate Struktur yang menggunakan baseplate adalah : SW Stripper Column dengan ukuran 3 x 3 x 0.5 meter Stripped Water Pump dengan ukuran 1 x 1 x 0.4 meter SW Charged Pump dengan ukuran 1 x 1 x 0.4 meter Slop Oil Pump dengan ukuran 1 x 1 x 0.4 meter Relief & BD Pump dengan ukuran 1 x 1 x 0.4 meter

1 2 3 4 5 6 7 8 9 10 11 12 13 14 -

SWS Stripper Column (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400 SWS Feed/Bottom Exchanger (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Reboiler (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Pump Around Cooler (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Stripper Water Cooler (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Around Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Stripper Water Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400 SWS Degassing Drum (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Caustic Break Tank (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SWS Relief & BD Drum (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Liquid Separation Drum (1 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 SW Charge Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400 Slop Oil Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400 Relief & BD Pump (2 unit) Pondasi Bor Pile Dia. 40 cm, Mutu Beton K-400 Baseplate, K-400

48.00 4.50

m m3

72.00

m

36.00

m

96.00

m

54.00

m

24.00

m

12.00 0.80

m m3

72.00

m

24.00

m

36.00

m

36.00

m

12.00 0.80

m m3

12.00 0.80

m m3

12.00 0.80

m m3

PEMBANGUNAN 1 (SATU) UNIT FLARE GAS RECOVERY COMPRESSOR KAPASITAS 3000 Nm3/jam

DOC. NO

SOUR WATER STRIPPER

REV.

PACKAGE

PT PERTAMINA (PERSERO) RU II DUMAI

DATE PREP'D CHK'D

BILL OF QUANTITY

14 May 2013 TTL

SHEET

1 OF

1

APP'D Equipment

Specification

Quantity

Material Estimating Price ($) Each

Total

Manhours

Each

Labor Cost ($)

Total

Setting

Bolting

Total Material & Labor Cost

25.80

& Labor Cost

Power Panel Starter with current limiting Circuit Breaker

Main circuit breaker

30 hp 3 phase 380V 10 hp 3 phase 380V 25 hp 3 phase 380V 60 hp 3 phase 380V 250 A

2 2 2 2 1

pcs pcs pcs pcs pcs

2,369.00 1,311.00 1,500.00 4,434.00 1,217.00

4,738 2,622 3,000 8,868 1,217

2.20 2.00 2.10 2.60 2.60

4.40 4.00 4.20 5.20 2.60

6 0 0 0 0

1 0 0 0 0

294.12 103.20 108.36 134.16 67.08

5,032.12 2,725.20 3,108.36 9,002.16 1,284.08

207.13 1.20 1.88 6.88 10.24 15.36 15.36 99.98 99.98 99.98 99.98 99.98 0.80 1.22 4.64

1,657 408 432 7,086 1,331 5,069 154 400 400 400 400 400 16 24 46

1.80 0.10 0.10 0.13 0.13 0.17 0.23 0.60 0.60 0.60 0.60 0.60 0.10 0.12 0.18

14.40 34.00 23.00 133.90 17.33 55.00 2.33 2.40 2.40 2.40 2.40 2.40 2.00 2.40 1.80

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

371.52 877.20 593.40 3,454.62 447.20 1,419.00 60.20 61.92 61.92 61.92 61.92 61.92 51.60 61.92 46.44

2,028.56 1,285.20 1,025.80 10,541.02 1,778.40 6,487.80 213.80 461.84 461.84 461.84 461.84 461.84 67.60 86.32 92.84 -

Power Cable &Asesoris Push button ON, ES, Ewitch ON/OFF, Lamp G/R Cable

Armored cable terminator

Solderless lug

NYFGbY 4 x 1,5 mm2 NYFGbY 4 x 2,5 mm2 NYFGbY 4 x 10 mm2 NYFGbY 4 x 16 mm2 NYFGbY 4 x 25 mm2 NYFGbY 4 x 70 mm2 NYFGbY 4 x 1,5 mm2 NYFGbY 4 x 2,5 mm2 NYFGbY 4 x 10 mm2 NYFGbY 4 x 16 mm2 NYFGbY 4 x 25 mm2 16 mm2 25 mm2 70 mm2

8 340 230 1030 130 330 10 4 4 4 4 4 20 20 10

pcs meter meter meter meter meter meter pcs pcs pcs pcs pcs pcs pcs pcs

External Protection Erico dynasphare MK-IV SS Erico FRP Mast 2 M Erico termination kit Erico Down Conductor Erico Counter-LEC + Box Erico Inline Coupling

1 1 1 25 1 1

Ea Ea Ea m Ea Ea

1,800.00 300.00 600.00 60.00 500.00 300.00

1,800 300 600 1,500 500 300

1.00 1.00 1.00 1.00 1.00 1.00

1.00 1.00 1.00 25.00 1.00 1.00

25.80 25.80 25.80 645.00 25.80 25.80

1,825.80 325.80 625.80 2,145.00 525.80 325.80

BC 1 x 70 mm2 BC 1 x 16 mm2 70 mm2 16 mm2

12 8 10 1 1 100 40 12 8

Ea Ea Ea Ea Ea m m Ea Ea

55.00 10.00 5.00 75.00 35.00 8.00 31.16 3.96 2.25

660 80 50 75 35 800 1,246 48 18

1.00 0.20 0.20 1.00 1.00 1.00 1.00 0.30 0.20

12.00 1.60 2.00 1.00 1.00 100.00 40.00 3.60 1.60

309.60 41.28 51.60 25.80 25.80 2,580.00 1,032.00 92.88 41.28

969.60 121.28 101.60 100.80 60.80 3,380.00 2,278.40 140.40 59.28

Round tappered Aluminium 40 ft 300 Watt NYFGbY 4 x 2,5 mm2

4 Ea 4 Ea 320 m

1,722.00 529.27 1.88

6,888.00 2,117.08 601.60

4.00 1.20 0.10

16.00 4.80 32.00

412.80 123.84 825.60

7,300.80 2,240.92 1,427.20

upper to lower

Grounding System (1 system 4 titik, 9 m dept Ea) Grounding Rod Kopling Rod Clamp Control Box Bar Grounding Cable Cable Brazed connection Brazed connection

5/8" 5/8"

Lighting Poles and Bracket Lighting fixtures - incandescent - explossion proof Cable

71,023.54

No

Equipment Item

Description

1 17-D-01

Sour Water Storage Tank

2 17-V-01

Liquid Liquid Separator

3 17-V-02

Spesification (Dumai) Shell ID Height Opr. Press (top/bottom) Opr. Temp (top/bottom) Design Pressure Design Temperature Material Diamter Length (T/T) Type Operating Pressure Operating Temperature Design Press. Design Temp. Material

Diameter Length (T/T) Type Operating Pressure Sour Water Degassing Operating Drum Temperature Design Press. Design Temp. Material

4 17-V-03

Sour Water Stripper Column

5 17-V-04

Caustic Break Tank

Shell ID Height No. of tray Tray Type Insulation Opr. Press (top/bottom) Opr. Temp (top/bottom) Design Pressure Design Temperature Material Diamter Length (T/T) Type Operating Pressure Operating Temperature Design Press. Design Temp. Material

5 17-V-04

6 C-XX-04

Caustic Break Tank

Diamter Length (T/T) Type Operating Pressure Operating SWS Relief & BD Drum Temperature Design Press. Design Temp. Material

7 17-E-01A/B

SWS Reboiler

8 17-E-02

SWS Feed/Bottom Exchanger

9 17-E-03

SWS Pump Around Cooler

10 17-E-04

SWS Bottom Cooler

11 17-P-01

Condensate Pump

Type Duty Surface Area Dimension Material Shell Tube Type Duty Surface Area Dimension Material Shell Tube Type Unit no. No.row Duty Surface Area Dimension Material Fan Driver Power Type Unit no. No.row Duty Surface Area Dimension Material Fan Driver Power Type Unit No. Capacity

11 17-P-01

12 17-P -02

13 17-P -03A/B

14 17-P -04A

15 17-P -04B/C

16 17-P -05A/B

Head Motor Power Materia Case Impeller Type Unit No. Capacity Head Slop Oil Pump Motor Power Materia Case Impeller Type Unit No. Capacity Head Feed Sour Water Pump Motor Power Materia Case Impeller Type Unit No. Capacity Head Existing Sour Water Pump Motor Power Materia Case Impeller Type Unit No. Capacity Head New Sour Water Pump Motor Power Materia Case Impeller Type Unit No. Capacity Head Bottom Product Pump Motor Power Materia Case Impeller Condensate Pump

17 17-P -07A/B

Arround Pump

18 17-P-06A/B

Dossing Pump

Type Unit No. Capacity Head Motor Power Materia Case Impeller Type Unit No. Capacity Head Motor Power Materia Case Impeller

esification (Dumai) : : : : : : : : : : : : : : :

Qty

Shell ID Height Opr. Press (top/bottom) Opr. Temp (top/bottom) Design Pressure Design Temperature Material Diamter Length (T/T) Type Operating Pressure Operating Temperature Design Press. Design Temp. Material

: : : : : : : : : : : : : : :

15240 mm 36576 mm (TT) 1 kg/cm2.g 40 oC 2 kg/cm2.g 50oC CS 1800 mm 4500 mm (TT) Horizontal 280 kg/cm2.g 300oF 300 kg/cm2.g 350oF CS

1

: 1939 mm : 7314 mm (TT) : Horizontal : 2 kg/cm2.g :40 oC : 2.5 kg/cm2.g : 77oC : CS

Diameter Length (T/T) Type Operating Pressure Operating Temperature Design Press. Design Temp. Material

: : : : : : : :

1939 mm 7314 mm (TT) Horizontal 0.35 kg/cm2.g 49 oC 5.4 kg/cm2.g 77oC CS

1

: : : : : : :

Shell ID Height No. of tray Tray Type Insulation Opr. Press (top/bottom) Opr. Temp (top/bottom) Design Pressure Design Temperature Material Diamter Length (T/T) Type Operating Pressure Operating Temperature Design Press. Design Temp. Material

: : : : : : :

2100 mm 29260 mm (TT) 36 Valve See datasheet 0.77/1.1 kg/cm2.g 93/122 °C

1

: : : : : : : :

15240 mm 36576 mm (TT) 1 kg/cm2.g 40 oC 2 kg/cm2.g 50oC CS 1800 mm 4500 mm (TT) Horizontal 280 kg/cm2.g 300oF 300 kg/cm2.g 350oF CS

Spesification (Cilacap)

15240 mm 36576 mm (TT) 1 kg/cm2.g 40 oC 2 kg/cm2.g 50oC

1939 mm 7314 mm (TT) Horizontal kg/cm2.g o C kg/cm2.g o C CS

1

1

: 5.4 kg/cm2 : 175 °C SS 316 & CS

: : : : : : : :

610 mm 1500 mm (TT) Horizontal Atmospheric Ambient 3.5 kg/cm2.g 121 oC SS 316

1

: : : : : : : :

1939 mm 7314 mm (TT) Horizontal kg/cm2.g o C kg/cm2.g o C CS

: shell and tube, 2 inch series : 979 MJ/h (total) : m2 : mm : : KCS : KCS : shell and tube, 2 inch series : 4 MJ/h (total) : m2 : mm : : KCS : KCS : Air fin cooler : 2 bay (2bundle/bay) : 4 per bundle : 5.97 MM Kcal/hr : 476.5 m3 (bare tube) : 5.32 x 9.4 m (bay size) : Titanium (tubes) : Electric Motor : 2 x 15 KW (380 V) : Air fin cooler : 2 bay (2bundle/bay) : 4 per bundle : 882 MJ/hr : m3 (bare tube) : m (bay size) : Titanium (tubes) : Electric Motor : 2 x 15 KW (380 V) : Centrifugal :1 : 1 m3/hr (normal)

Diamter Length (T/T) Type Operating Pressure Operating Temperature Design Press. Design Temp. Material

: : : : : : : :

2200 mm 6200 mm (TT) Horizontal 0.35 kg/cm2.g 136 oC 3.5 kg/cm2.g 200 oC See datasheet

Type Duty Surface Area Dimension Material Shell Tube Type Duty Surface Area Dimension Material Shell Tube Type Unit no. No.row Duty Surface Area Dimension Material Fan Driver Power Type Unit no. No.row Duty Surface Area Dimension Material Fan Driver Power Type Unit No. Capacity

: shell and tube, thermosiphon : 7.48 MMkcal/h : 654.3 m2 : 1041 x 6100 mm : : KCS : KCS : shell and tube, 2 inch series : 2.07 MJ/h (total) : 131.2 m2 : 500 x 6100 mm : : KCS : SS-316 : Air fin cooler : 1 bay (2bundle/bay) : : 1.10 MM Kcal/hr : 218 m2 (bare tube) : 4.84 x 9.4 m (bay size) : KCS : Electric Motor : 2 x 7.5 KW (380 V) : Air fin cooler : 1 bay (2bundle/bay) : : 1.10 MM Kcal/hr : 218 m2 (bare tube) : 4.84 x 9.4 m (bay size) : KCS : Electric Motor : 2 x 7.5 KW (380 V) : Centrifugal :1 : 2.75 m3/hr (normal)

1

2

1

1

1

1

: 40 m : 0.1 KW (normal) : : : : : : :

CS CI Centrifugal 1 1 m3/hr (normal) 40 m 0.1 KW (normal)

: : : : : : :

CS CI Centrifugal 2 63 m3/hr (normal) 40 m 2 x 7.3 KW (normal)

: : : : : : :

CS CI Centrifugal 1 63 m3/hr (normal) 40 m 15 KW (normal)

: : : : : : :

CS CI Centrifugal 2 63 m3/hr (normal) 30 m 2 x 15 KW (normal)

: : : : : : :

CS CI Centrifugal 2 63 m3/hr (normal) 30 m 2 x 8.8 KW (normal)

: CS : CI

Head Motor Power Materia Case Impeller Type Unit No. Capacity Head Motor Power Materia Case Impeller Type Unit No. Capacity Head Motor Power Materia Case Impeller Type Unit No. Capacity Head Motor Power Materia Case Impeller Type Unit No. Capacity Head Motor Power Materia Case Impeller Type Unit No. Capacity Head Motor Power Materia Case Impeller

: 24.8 m : 0.38 KW (normal) : : : : : : :

CS CI Centrifugal 1 2.75 m3/hr (normal) 24.8 m 0.38 KW (normal)

: : : : : : :

CS CI Centrifugal 3 58 m3/hr (normal) 70 m 2 x 15 KW (380 V)

: : : : : : :


: : : : : : :


: : : : : : :

CS CI Centrifugal 2 43 m3/hr (normal) 67.3 m 2 x 15 KW (380 V)

: CS : CS

1

2

2

2

: : : : : : : : : : : : : :

Centrifugal 2 267 m3/hr (normal) 100 m 2 x 43 KW (normal)

Type Unit No. Capacity Head Motor Power Materia CS Case CI Impeller Centrifugal Type 2 Unit No. 0.5 m3/hr (normal) Capacity 10 m Head 2 x 0.75 KW (normal) Motor Power Materia CS Case CI Impeller

: : : : :

Centrifugal 2 154 m3/hr (normal) 36.2 m 2 x 22 KW (normal)

: Alloy 20 : Alloy 20 : Plunger :1 : 0.05-0.5 m3/hr (normal) : 50 m (min) : 0.75 KW (380 V) : CS : SS 316

2

2

Price (Unit) ### Barata

Faktor Faktor Index Price (Unit) Jarak Ukuran (CEPCI) 1.03 $ 100,132.39 1.1 1

Price (Total) $ 100,132.39

### Barata

1.1

1

1.03 $ 100,132.39

$ 100,132.39 Tidak ada

### Barata

1.1

1

1.03 $ 100,132.39

$ 100,132.39

$ 322,800.00

1.2

65.83

1.2

1.00

1.1

49.27

1.03

data

###

###

Daekyung Tray $

64,000.00

1.03 $

79,037.91

$

79,037.91

Sulzer

$

14,000.00

SAS BBI JO

1.03 $ 780,826.57

$ 780,826.57

$

81,241.00

1.1

0.92

1.03 $

84,278.28

$

84,278.28

1.1

5.50

1.03

1.1

1.93

1.03 $ 345,268.62

1.1

5.43

1.03

###

###

1.1

3.37

1.03

###

###

1.3

0.58

1.03 $ 112,090.12

Barata

$ 189,416.00

###

###

Waru

$ 157,834.00

$ 345,268.62

Waru

$ 600,000.00

Waru & S&T

$ 600,000.00

Waru & S&T

$ 144,000.00

Petrotec

$ 112,090.12

1.3

0.58

1.03 $ 112,090.12

$ 112,090.12

$ 152,080.00

1.3

1.09

1.03 $ 221,005.07

$ 442,010.13

$ 152,080.00

1.3

1.09

1.03 $ 221,005.07

$ 442,010.13

$ 120,430.00

1.3

1.47

1.03 $ 236,061.06

$ 472,122.12

$ 144,000.00

Petrotec

Ensival Moret

Ensival Moret

Petrotec

$ 168,290.00

1.3

1.73

1.3

1

1.03 $ 390,361.00

$ 780,722.00

1.03 $

$

Petrotec

$

35,683.00

47,739.62

95,479.23

Duraquipt

$ 38,622,311.12

RENCANA ANGGARAN BIAYA PONDASI DESALTER PERTAMINA RU II DUMAI

VOLUME

UNIT

HARGA SATUAN (RP)

HARGA TOTAL (RP)

NO.

URAIAN PEKERJAAN

I 1 2 3

PEKERJAAN PERSIAPAN Pengurusan perizinan Papan Nama Proyek Pembuatan Direksi Keet

1.000 1.000

Ls bh

31,500,000.00 1,500,000.00

24.000

m2

2,120,025.00

4

Pembuatan Gudang & Bangsal Kerja

40.000

m2

777,700.00

5 6 7 8 9

Pembuatan Pagar Sementara dari Seng Gelombang Tinggi 2 m Fire & Safety Aids Insurance Dokumentasi Proyek Mobilisasi / Demobilisasi Pekerjaan Persiapan TOTAL I

30.800 1.000 1.000 1.000 1.000

m Ls Ls Ls Ls

1,496,107.00 10,000,000.00 3,600,000.00 4,652,000.00 20,000,000.00

12.060

m3

1,475,400.00

17,793,324.00 Analisa SNI

1,022.976 372.051

kg kg

10,937.00 10,937.00

30.095

kg

32,190.00

11,188,288.51 Analisa SNI 4,069,121.79 Analisa SNI 968,762.42 Analisa SNI

32.000

bh

19,000.00

608,000.00 Estimasi 16,228,910.40 Analisa SNI 968,762.42 Analisa SNI

II II.1 1

PEKERJAAN STRUKTUR DUDUKAN VESSEL DESALTER PEKERJAAN BETON Beton K-300 untuk pondasi tiang bor diameter 40 cm

II.2 1 2 3

PEKERJAAN PEMBESIAN Tulangan lentur pondasi tiang bor D-12 Tulangan sengkang pondasi tiang bor D-10 Pelat dudukan kolom IWF pada pondasi ukuran 20 x 20 cm tebal 12 mm mutu St-37

4

Angkur diameter 0.5 inci panjang 2 meter mutu St-37 pengikat pelat dudukan kolom dengan pondasi

5 6

504.160

kg

32,190.00

30.095

kg

32,190.00

7

Kolom IWF 150.150.7.10 mutu St-37 Pelat dudukan vessel desalter pada kolom IWF ukuran 20 x 20 cm tebal 12 mm mutu St-37 Baut diameter 0.5 inci mutu St-37 pengikat pelat dudukan vessel desalter dengan kolom

32.000

bh

7,000.00

8 9 10

Balok pengaku IWF 100.100.6.8 mutu St-37 Pelat dudukan balok pada kolom ukuran 12 x 12 cm tebal 8 mm mutu St-37 Baut diameter 0.25 inci mutu St-37 pengikat balok dengan kolom

309.420 10.834

kg kg

32,190.00 32,190.00

48.000

bh

4,600.00

TOTAL II TOTAL I + II PPN 10 % GRAND TOTAL DIBULATKAN

KETERANGAN

31,500,000.00 Estimasi 1,500,000.00 Estimasi 50,880,600.00 Analisa SNI 31,108,000.00 46,080,095.60 10,000,000.00 3,600,000.00 4,652,000.00 20,000,000.00 Rp 199,320,695.60

Analisa SNI Analisa SNI Estimasi Estimasi Analisa SNI Estimasi

224,000.00 Estimasi 9,960,229.80 Analisa SNI 348,754.47 Analisa SNI 220,800.00 Estimasi Rp

62,578,953.81

Rp 261,899,649.41 Rp 26,189,964.94 Rp 288,089,614.35 Rp 288,090,000.00

ANALISA HARGA SATUAN DUMAI - RIAU NO

KOEF

UNIT

COST ITEM

SNI-2835-6.1-2008 1 0.750 0.025

Man/day Man/day

SNI-2835-6.2-2008 2 0.900 0.045

oh oh

1 m3 Galian Tanah Biasa Kedalaman 2 m Pekerja Mandor

SNI-2835-6.3-2008 3 1.050 0.067

oh oh

1 m3 Galian Tanah Biasa Kedalaman 3 m Pekerja Mandor

SNI-2835-6.4-2008 4 1.000 0.032

oh oh

1 m3 Galian Tanah Keras Kedalaman 1 m Pekerja Mandor

SNI-2835-6.5-2008 5 1.500 0.060

oh oh

1 m3 Galian Tanah Cadas Kedalaman 1 m Pekerja Mandor

SNI-2835-6.6-2008 6 1.200 0.045

oh oh

1 m3 Galian Tanah Lumpur Kedalaman 1 m Pekerja Mandor

SNI-2835-6.7-2008 7 0.050 0.005

oh oh

1 m2 Stripping Tebing Setinggi 1 m Pekerja Mandor

SNI-2835-6.8-2008 8 0.330 0.010

oh oh

1 m3 Membuang Tanah Sejauh 15 m Pekerja Mandor

1 m3 Soil Excavation (Depth 1 m) Worker Foreman

SNI-2835-6.9-2008 9 0.250 0.008

oh oh

1 m3 Urugan Tanah Kembali Pekerja Mandor

SNI-2835-6.10-2008 10 0.500 0.050

oh oh

1 m3 Memadatkan Tanah (Per 20 cm) Pekerja Mandor

SNI-2835-6.11-2008 11 Bahan 1.200 Tenaga 0.300 0.010

SNI-2835-6.11-2008 12 Bahan 1.200 Tenaga 0.300 0.010

RPTO-SDA-80-2005 13 Bahan 1.200 Tenaga 0.400 0.040

SNI-2835-6.12-2008 12 Bahan 0.135 0.400 0.948 Tenaga 0.800 0.400 0.040 0.080

1 m3 Urugan Pasir m3

Pasir urug

oh oh

Pekerja Mandor

1 m3 Urugan Pasir Pasang m3

Pasir Pasang

oh oh

Pekerja Mandor

1 m3 Timbunan Tanah m3

Tanah Timbun

oh oh

Pekerja Mandor

1 m3 Memasang Lapisan Pudel Campuran 1 KP : 3 PP : 7 TL Untuk Stabilisasi Ta m3 m3 m3

Kapur Pasang (KP) Pasir Pasang (PP) Tanah Lempung (TL)

oh oh oh oh

Pekerja Tukang Batu Kepala Tukang Mandor

SNI-2835-6.13-2008 13 Bahan 0.248 1.240 Tenaga 0.800 0.400 0.040 0.080

SNI-2835-6.14-2008 14 Bahan 6.000 Tenaga 0.150 0.015

SNI-2835-6.15-2008 15 Bahan 1.200 Tenaga 0.250 0.025

SNI-2836-6.1-2008 16 Bahan 1.200 4.040 0.485 Tenaga 1.500 0.750 0.075 0.075

SNI-2836-6.2-2008 17 Bahan 1.200 3.260 0.520 Tenaga 1.500 0.750

1 m3 Memasang Lapisan Pudel Campuran 1 KP : 5 TL Untuk Stabilisasi Tanah m3 m3

Kapur Pasang (KP) Tanah Lempung (TL)

oh oh oh oh


1 m2 Memasang Lapisan Ijuk Tebal 10 cm, Untuk Bidang Resapan kg

Ijuk

oh oh

Pekerja Mandor

1 m3 Pemadatan Dengan Sirtu, Untuk Peninggian Lantai Bangunan m3

Sirtu

oh oh

Pekerja Mandor

1 m3 Pemasangan Pondasi Batu Belah, Campuran 1 PC : 3 PP m3 kg m3

Batu Belah 15 cm/20 cm Portland Cement Pasir Pasang

oh oh oh oh

Pekerja Tukang batu Kepala Tukang Mandor



oh oh

Pekerja Tukang batu

0.075 0.075

SNI-2836-6.3-2008 18 Bahan 1.200 2.720 0.544 Tenaga 1.500 0.750 0.075 0.075

SNI-2836-6.4-2008 19 Bahan 1.200 2.340 0.561 Tenaga 1.500 0.750 0.075 0.075

SNI-2836-6.5-2008 20 Bahan 1.200 1.820 0.584 Tenaga 1.500 0.750 0.075 0.075

SNI-2836-6.9-2008 21 Bahan 1.200 0.432 Tenaga 0.780 0.390 0.039 0.039

oh oh

Kepala Tukang Mandor



oh oh oh oh




oh oh oh oh




oh oh oh oh


1 m3 Pemasangan Batu Kosong (Anstamping) m3 m3

Batu Belah 15 cm/20 cm Pasir Urug

oh oh oh oh


SNI-2836-6.10-2008 22 Bahan 0.480 3.880 0.312 0.468 126.000 1.800 Tenaga 3.400 0.850 0.085 0.170

SNI-2836-6.11-2008 23 Bahan 0.450 3.880 0.312 0.468 Tenaga 2.400 0.800 0.080 0.119

SNI-6897-6.1-2008 24 Bahan 140.000 0.870 0.080 Tenaga 0.600 0.200 0.020 0.030

SNI-6897-6.2-2008 25 Bahan 140.000 0.659 0.091 Tenaga 0.600

1 m3 Pemasangan Pondasi Siklop, 60% Campuran 1 PC : 2 PB : 3 KR dan 40% B m3 kg m3 m3 kg kg

Batu Belah 15 cm/20 cm Portland Cement Pasir Beton Batu Koral Beton kali Besi Beton Kawat Beton

oh oh oh oh


1 m3 Pemasangan Pondasi Sumuran, Diameter 100 cm m3 kg m3 m3

Batu Belah 15 cm/20 cm Portland Cement Pasir Beton Batu Koral Beton kali

oh oh oh oh


1 m2

Pasangan Bata, Tebal 1 Bata, Campuran Spesi (1 PC : 2 PP) 5 x 11 x 22

pcs kg m3

Batu Bata Portland Cement Pasir Pasang

oh oh oh oh


1 m2


pcs kg m3


oh

Pekerja

0.200 0.020 0.030

SNI-6897-6.3-2008 26 Bahan 140.000 0.531 0.093 Tenaga 0.600 0.200 0.020 0.030

SNI-6897-6.4-2008 27 Bahan 140.000 0.444 0.102 Tenaga 0.600 0.200 0.020 0.030

SNI-6897-6.5-2008 28 Bahan 140.000 0.370 0.122 Tenaga 0.600 0.200 0.020 0.030

SNI-6897-6.7-2008 29 Bahan 70.000 0.379 0.038 Tenaga 0.300 0.100

oh oh oh

Tukang batu Kepala Tukang Mandor

1 m2


pcs kg m3


oh oh oh oh


1 m2


pcs kg m3


oh oh oh oh


1 m2


pcs kg m3


oh oh oh oh


1 m2

Pasangan Bata, Tebal 1/2 Bata, Campuran Spesi (1 PC : 2 PP) 5 x 11 x 22

pcs kg m3


oh oh

Pekerja Tukang batu

0.010 0.015

SNI-6897-6.8-2008 30 Bahan 70.000 0.287 0.040 Tenaga 0.300 0.100 0.010 0.015

SNI-6897-6.9-2008 31 Bahan 70.000 0.194 0.045 Tenaga 0.300 0.100 0.010 0.015

SNI-2837-6.1-2008 32 Bahan 0.310 0.016 Tenaga 0.300 0.150 0.015 0.015

SNI-2837-6.2-2008 33 Bahan 0.204 0.020 Tenaga 0.300 0.150 0.015 0.015

oh oh

Kepala Tukang Mandor

1 m2


pcs kg m3


oh oh oh oh


1 m2


pcs kg m3


oh oh oh oh


1 m2 Pemasangan Plesteran 1 PC : 1 PP, Tebal 15 mm kg m3

Portland Cement Pasir Pasang

oh oh oh oh




oh oh oh oh


SNI-2837-6.3-2008 34 Bahan 0.156 0.023 Tenaga 0.300 0.150 0.015 0.015

SNI-2837-6.4-2008 35 Bahan 0.125 0.024 Tenaga 0.300 0.150 0.015 0.015

SNI-3434-6.1-2008 36 Bahan 1.100 1.250 1.000 Tenaga 7.000 21.000 2.100 0.350

SNI-3434-6.2-2008 37 Bahan 1.100 1.250 1.000 Tenaga 6.000 18.000 1.800 0.300

SNI-3434-6.3-2008 38



oh oh oh oh




oh oh oh oh


1 m3 Membuat dan Memasang Kusen Pintu dan Kusen Jendela, Kayu kelas I m3 kg kg

Balok Kayu, Kelas I Paku 10 cm Lem Kayu

oh oh oh oh

Pekerja Tukang Kayu Kepala Tukang Mandor

1 m3 Membuat dan Memasang Kusen Pintu dan Kusen Jendela, Kayu kelas II at m3 kg kg

Balok Kayu, Kelas II atau III Paku 10 cm Lem Kayu

oh oh oh oh


1 m2 Membuat dan Memasang Pintu Klamp Standar, Kayu kelas II

Bahan 0.040 0.050 Tenaga 0.350 1.050 0.105 0.018

SNI-3434-6.4-2008 39 Bahan 0.040 0.050 Tenaga 0.350 1.050 0.105 0.018

SNI-3434-6.5-2008 40 Bahan 0.040 0.500 Tenaga 1.000 3.000 0.300 0.050

SNI-3434-6.6-2008 41 Bahan 0.024 0.300 Tenaga 0.800 2.400 0.240 0.040

SNI-3434-6.7-2008 42 Bahan 0.064 0.500 Tenaga 1.000

m3 kg

Papan Kayu, Kelas II Paku 5 cm - 7 cm

oh oh oh oh


1 m2 Membuat dan Memasang Pintu Klamp Standar Untuk Gudang Sementara, m3 kg

Papan Kayu, Kelas III Paku 5 cm - 7 cm

oh oh oh oh


1 m2 Membuat dan Memasang Daun Pintu Panel, Kayu Kelas I atau II m3 kg

Papan Kayu, Kelas I atau II Lem Kayu

oh oh oh oh


1 m2 Membuat dan Memasang Pintu dan Jendela Kaca, Kayu Kelas I atau II m3 kg


oh oh oh oh


1 m2 Membuat dan Memasang Pintu dan Jendela Jalusi Kayu, Kayu Kelas I ata m3 kg


oh

Pekerja

3.000 0.300 0.050

SNI-3434-6.10-2008 43 Bahan 0.060 0.150 Tenaga 0.670 2.000 0.200 0.335

SNI-3434-6.13-2008 44 Bahan 1.100 15.000 5.600 Tenaga 4.000 12.000 1.200 0.200

SNI-3434-6.15-2008 45 Bahan 1.100 15.000 3.000 Tenaga 2.400 7.200 0.720 0.120

SNI-3434-6.16-2008 46 Bahan 0.014 0.004 0.250 Tenaga 0.100 0.100 0.010

oh oh oh

Tukang Kayu Kepala Tukang Mandor

1 m2 Membuat dan Memasang Jalusi Kusen, Kayu Kelas I atau II m3 kg

Papan Kayu, Kelas I atau II Paku 1 - 2.5 cm

oh oh oh oh


1 m3 Memasang Konstruksi Kuda-Kuda Konvensional, Kayu Kelas I, II & III B m3 kg kg

Balok Kayu Besi Strip Tebal 5 mm Paku 12 cm

oh oh oh oh


1 m3 Memasang Konstruksi Gordeng, Kayu Kelas II m3 kg kg

Balok Kayu Besi Strip Tebal 5 mm Paku 12 cm

oh oh oh oh


1 m2 Memasang Rangka Atap Genteng Keramik, Kayu Kelas II m3 m3 kg

Kaso 5 x 7 cm Reng 2 x 3 cm Paku 5 cm & 10 cm

oh oh oh

Pekerja Tukang Kayu Kepala Tukang

0.005

SNI-3434-6.17-2008 47 Bahan 0.014 0.007 0.250 Tenaga 0.100 0.100 0.010 0.005

SNI-3434-6.19-2008 48 Bahan 0.015 0.200 Tenaga 0.150 0.300 0.030 0.075

SNI-3434-6.20-2008 49 Bahan 0.016 0.250 Tenaga 0.200 0.300 0.030 0.010

SNI-3434-6.21-2008 50 Bahan 0.011 0.100 Tenaga 0.100 0.200 0.020 0.005

SNI-3434-6.22-2008

oh

Mandor

1 m2 Memasang Rangka Atap Genteng Beton, Kayu Kelas II m3 m3 kg

Kaso 5 x 7 cm Reng 2 x 3 cm Paku 5 cm & 10 cm

oh oh oh oh


1 m2 Memasang Rangka Langit-Langit (50 x 100 cm), Kayu Kelas II atau III m3 kg

Kaso 5 x 7 cm Paku 5 - 7 cm

oh oh oh oh


1 m2 Memasang Rangka Langit-Langit (60 x 60 cm), Kayu Kelas II atau III m3 kg

Kaso 5 x 7 cm Paku 5 - 7 cm

oh oh oh oh


1 m' Memasang Lisplank Uk.(3 x 20 cm), Kayu Kelas I atau II m3 kg

Papan Kayu Paku 5 - 7 cm

oh oh oh oh


51

1 m' Memasang Lisplank Uk.(3 x 30 cm), Kayu Kelas I atau II Bahan 0.011 0.050 Tenaga 0.100 0.200 0.020 0.005

SNI-3434-6.23-2008 52 Bahan 0.011 0.050 Tenaga 0.100 0.200 0.020 0.005

m3 kg

Papan Kayu Paku 5 - 7 cm

oh oh oh oh


1 m2 Memasang Dinding Pemisah (60 x 120 cm), Kayu Kelas II atau III m3 kg

Balok Kayu Paku 5 - 7 cm

oh oh oh oh


SNI-3434-6.4 12 Work / 1 m3 Kayu untuk Pekerjaan Kusen 1 m3 Wood for Frame Kayu Hutan Kelas I (Segeng, Mahoni, Laban) 1.200 m3 Nail for wood / Paku Kayu 1.250 kg Laborer / Pekerja 6.000 Md Worker / Tukang 18.000 Md Chief Worker / Kepala Tukang 2.000 Md Foreman / Mandor 0.300 Md

SNI-3434-6.39 13 1 m' Listplank Work (Calsiplank) / 1 m' Pekerjaan Listplank (Kalsiplank) Calsiplank/Kalsiplank 12 mm 0.417 lbr Screw 0.025 kg Laborer / Pekerja 0.100 Md Worker / Tukang 0.200 Md Chief Worker / Kepala Tukang 0.020 Md Foreman / Mandor 0.005 Md

SNI-3434-6.60 1 m' List 14 Profil Plafond / 1 m' List Profil Plafon List Profil / List Profil 1.050 m' Laborer / Pekerja 0.021 Md

0.021 0.002 0.001

1 m3

SNI-3435-6.13 15 : 2sd : 3gv / 1 m3 Plain Concrete 1pc 8.500 0.520 0.780 1.650 0.250 0.025 0.080

Md Md Md

Beton Tumbuk 1pc : 2ps : 3kr Cement Type I / Semen Tipe I,TIGA RODA zak Sand / Pasir m3 Split m3 Laborer / Pekerja Md Worker Tukang Md Chief Worker / Kepala Tukang Md Foreman Mandor Md

SNI-3435-6.25 16 1.050 0.015 0.007 0.007 0.001 0.000

1 m2

1 m2

Worker / Tukang Chief Worker / Kepala Tukang Foreman / Mandor

kg kg Md Md Md Md

1 kg Steel Work / 1 kg Pekerjaan Besi Steel / Besi Wire for Concrete / Kawat Beton Laborer / Pekerja Worker / Tukang Chief Worker / Kepala Tukang Foreman / Mandor

SNI-3435-6.31a 17 for Sloof / 1 m2 Pekerjaan Bekisting Sloof Bekisting Work Triplek 9 mm (120x240 mm) 0.694 lbr Nail For Wood / Paku Kayu 5-10 cm 0.300 kg Bekisting Oil / Minyak Kayu 0.100 lt Laborer / Pekerja 0.300 Md Worker / Tukang 0.260 Md Chief Worker / Kepala Tukang 0.026 Md Foreman / Mandor 0.005 Md

SNI-3435-6.31b 18 for Column / 1 m2 Pekerjaan Bekisting Kolom Bekisting Work Vinyl Film 9 mm 1.389 lbr Nail For Wood / Paku Untuk Kayu 0.400 kg Bekisting Oil / Minyak Kayu 0.200 lt Scaffolding 2.000 bar Laborer / Pekerja 0.300 Md Worker / Tukang 0.330 Md Chief Worker / Kepala Tukang 0.033 Md Foreman / Mandor 0.006 Md

1 m2

SNI-3435-6.31c 19 for Beam / 1 m2 Pekerjaan Bekisting Balok Bekisting Work Vinyl Film 9 mm 1.042 lbr Nail For Wood / Paku Untuk Kayu 0.400 kg Bekisting Oil / Minyak Kayu 0.200 lt Scafolding 2.000 btg Laborer / Pekerja 0.320 Md Worker / Tukang 0.330 Md Chief Worker / Kepala Tukang 0.033 Md Foreman / Mandor 0.006 Md

SNI-7395-2008-6.35 1 m2 Ceramic Floor 30 x 30 38 cm / 1 m2 Lantai Keramik 30x30 cm, ROMAN / ROYAL Ceramic 30 x 30 cm / Keramik 30 x 30 cm 1.000 m2 Cement Type I / Semen Tipe I 0.285 zak Sand / Pasir 0.045 m3 Colour Cement / Semen Warna 1.500 KG Laborer / Pekerja 0.700 Md Worker / Tukang 0.350 Md Chief Worker / Kepala Tukang 0.035 Md Foreman / Mandor 0.035 Md

1 m2

m2

SNI-7395-2008-6.4 Ceramic Floor 4039 x 40 cm / 1 m2 Lantai Keramik 40x40 cm, ROMAN Ceramic 40 x 40 cm / Keramik 40 x 40 cm 1.000 m2 Cement Type I / Semen Tipe I 0.245 zak Sand / Pasir 0.045 m3 Colour Cement / Semen Warna 1.500 Md Laborer / Pekerja 0.700 Md Worker / Tukang 0.350 Md Chief Worker / Kepala Tukang 0.035 Md Foreman / Mandor 0.035 Md

SNI-Lantai-6.68 40 / 1 m2 Dinding Keramik 20 x 25 cm, ROMAN/ROYAL Ceramic Wall 20 x 25 cm Ceramic 20 x 25 cm / Keramik 20 x 25 cm 1.000 m2 Cement Type I / Semen Tipe I 0.233 zak Sand / Pasir 0.018 m3 Colour Cement / Semen Warna 1.500 kg Laborer / Pekerja 0.270 Md Worker / Tukang 0.135 Md Chief Worker / Kepala Tukang 0.014 Md Foreman / Mandor 0.014 Md

1 m2

1 m2

1 m2

SNI-Cat-6.8 41New Woods / 1 m2 Painting of 0.200 0.150 0.170 0.260 0.070 0.009 0.006 0.003

Pengecatan Kayu Baru Meni Paint Wood / Cat Meni kayu kg Wall Sputty Wood/ Plamur Kayu kg Base Paint / Cat Dasar, DULUX/ICI kg Colour Paint / Cat Warna kg Laborer / Pekerja Md Worker / Tukang Md Chief Worker / Kepala Tukang Md Foreman / Mandor Md

SNI-Cat-6.14 42 Painting of New Wall (Interior) / 1 m2 Pengecatan Dinding Baru (Bagian Dalam) Wall Putty / Plamur, DULUX 0.100 kg Base Paint / Cat Dasar Interior, DULUX 0.100 kg Wall Paint / Cat Dinding 0.260 kg Laborer / Pekerja 0.020 OH Worker / Tukang 0.063 OH Chief Worker / Kepala Tukang 0.006 OH Foreman / Mandor 0.003 OH

SNI-Cat-6.14a 43 Painting of New Wall (Eksterior) / 1 m2 Pengecatan Dinding Baru (Bagian Luar) Wall Sputty / Plamur, DULUX 0.100 kg Base Paint / Cat Dasar, Eksterior 0.100 kg Wall Paint / Cat Dinding, ICI 0.260 kg Laborer / Pekerja 0.020 Md Worker / Tukang 0.063 Md Chief Worker / Kepala Tukang 0.006 Md Foreman / Mandor 0.003 Md

1 m2

SNI-3436-6.38 44 Zink Roof / 1 m2 Atap Metal Zink Metal Metal Roof / Atap Metal 1.041 lbr Zink Nail / Paku Seng 9.000 pcs Laborer / Pekerja 0.200 Oh Worker / Tukang 0.100 Oh Chief Worker / Kepala Tukang 0.010 Oh Foreman / Mandor 0.001 Oh

SNI-3436-6.28 45 Ridge / 1 m2 1 m2 Metal 1.000 6.000 0.125

Bubungan Metal Metal Ridge / Rabung Metal m' Zink Nail / Paku Seng pcs Laborer / Pekerja Oh

0.250 0.025 0.006

Oh Oh Oh


SNI T-01-1991-03(B.4) 46 Masonry / 1 m3 Batu Gunung 1 m3 Stone 1.100 m3 Stone / Batu Gunung 0.430 4.500 0.300 0.413 0.060 0.075

m3 Zak man man man man

Sand / Pasir Cement Type I / Semen Tipe I Laborer / Pekerja Worker / Tukang Chief Worker / Kepala Tukang Foreman / Mandor

m man man man man hour hour Set

m3 Material Selection Fill/ Material Pilihan Fill Material/ Material Pilihan Foreman/ Mandor Operator/Operator Driver/ Sopir Laborer/Pekerja Mesin Gilas Roda Karet Water Tank Truck/Truk Tangki Air Water Tank/Tangki Air

m3 Man Man hour hour hour hour hour Ls

1 m3 Agregate Class C Agregate Class C Foreman Laborer Wheel Loader Dump Truck Motor Grader Vibratory roller Water Tanker Equipment

Man Man m3 m3 Kg

1 m2 Latasir Laborer Foreman gravel sand Filler

Analisys K-310 47 450.000 12.000 66.000 6.000 288.000 30.000 24.000 8.000

3

Analisys EI-513 48 1.200 0.018 0.107 0.018 0.474 0.012 0.021 0.021 1.000

49

Anl. L.15 0.019 0.003 0.005 0.004 13.860

Kg hour Hour Hour Hour Hour Hour Hour Ls

Asphalt Wheel Loader AMP Genset Dump Truck Asphal Finisher Tandem Roller P.Tyre Roller equipment

Man Man kg litre Hour Hour Hour

1 litre Prime Coat Laborer Foreman Aspal (Prime Coat) Kerosene Asphal Sprayer Compressor Dump Truck

m3 man man man man

1 m3 Rip Rap Under Foundation/ Pasangan Batu Kosong Stone/Batu Gunung Laborer/Pekerja Worker/Tukang Batu Chief Worker/Kepala Tukang Batu Foreman/Mandor

1.100 0.781 0.300 0.039 0.078 0.021

m man man man man hour

1 m3 Rip Rap Under Foundation + Compaction/Pasangan Batu Kosong + Pemad Stone/Batu Gunung Laborer/Pekerja Worker/Tukang Chief Worker/Kepala Tukang Foreman/Mandor Vibratory roller

SNI-2835-6.11a 53 1.200 0.300 0.010 0.021

m3 Md Md hour

1 m3 Sand Gravel Filling + compaction / 1 m3 Urugan Pasir Kerikil + Pemadata Sand gravel / pasir kerikil Laborer / Pekerja Foreman / Mandor Vibratory roller

11.557 0.002 0.003 0.003 0.040 0.003 0.002 0.001 1.000

50

Anl. EL.611 0.015 0.003 0.642 0.489 0.003 0.003 0.003

SNI T-01-1991-03(B.3) 51 1.100 0.781 0.300 0.039 0.078

SNI T-01-1991-03(B.3)a 52 3

SNI-2835 54

1 m3 Soil Filling + compaction / 1 m3 Urugan Tanah + Pemadatan Bahan Soil Fill / Tanah Timbun 1.200 m3 Tenaga Laborer / Pekerja 0.300 md Foreman / Mandor 0.010 md Sewa Peralatan Buldozer 0.005 hour Vibratory roller 0.025 hour

SNI T-03-2835-6.16 1 m3 54Cyclope Concrete /Beton Cyclope 0.450 m3 Stone/Batu Gunung Cement/Semen 4.500 Zak 0.450

m3

0.670 1.380 0.030 0.080 0.300 0.021

m man man man man hour

55

3

Sand /Pasir Beton Gravel Laborer/Pekerja Chief Worker/Kepala Tukang Foreman/Mandor Worker/Tukang Vibratory roller

0.054 0.321 0.054 0.250

1 m3 Cut Area ( Heavy Equipment) Foreman man Laborer man Excavator hour Equipment ls

0.015 0.150 1.100 0.015 0.010 0.500

1 m3 Soil Fill ( Material from the other area) Foreman Man Laborer Man Soil Fill m3 Bulldozer hour Vibrator Roller hour Equipment Ls

56

SNI DT-91-0014-6.11 57 Aluminium/ 1 m' Kusen Aluminium 1 m' Frame Laborer / Pekerja 0.043 Man Worker / Tukang Alluminium 0.043 Man Chief Worker / Kepala Tukang 0.004 Man Foreman / Mandor 0.002 Man Profil Aluminium 1.100 m' Skrup Fixer 2.000 pcs Sealant 0.060 Tube

SNI-2837-6.8a 58 (1pc : 4sd) / 1 m2 Pasangan Bata, Tebal 1 Bata (1pc : 4ps) m2 Brick Mansory, Thick 1 brick Brick / Batu Bata 120.000 pcs Cement Type I / Semen Tipe I 0.900 zak Sand / Pasir 0.080 m3 Laborer / Pekerja 0.650 Md Worker / Tukang 0.200 Md Chief Worker / Kepala Tukang 0.020 Md Foreman / Mandor 0.030 Md

59

1 m3

160m2

611 m2

1m

Stripping 0.022

hour

Bulldozer

Subgrade Compaction 0.004 Man 0.016 Man 0.004 hour 0.011 hour 1.000 Ls

Foreman / Mandor Laborer / Pekerja Vibrator Roller Water Tanker Equipment

Pekerjaan Bondex 0.010 M2 0.100 Kg 0.050 OH 0.030 OH 0.010 OH 1.000 ls

Bondex Kawat Las Laborer / Pekerja Worker / Tukang Foreman / Mandor Shear / Connection

62 Pembangunan Pagar Pengaman Proyek

Bahan 0.030 1.200 0.200 0.170 0.020 0.040 1.800

m3 lbr kg zak m3 m3 kg

Kaso 5/7 Seng Gelombang 180x90x0,030 Paku rata-rata Semen PC 50 kg Pasir pasang/Plester Split Beton 1/2 cm cat Besi, DULUX

63 1 M2 Papan Nama Proyek Kayu Borneo Super 0.130 M3 Paku 5 - 7 0.250 Kg Cat Minyak 1.000 ls Penulisan 0.125 ls Upah Pasang 0.125 ls

SNI 7393-2008-6.2 64 Kuda-kuda Baja IWF 1 kg Rangka 1.150 Kg 0.060 OH 0.060 OH 0.006 OH 0.003 OH

Besi Baja IWF Laborer / Pekerja Worker / Tukang Las Konstruksi Chief Worker / Kepala Tukang Foreman / Mandor

SNI 7393:2008 65 Kawat Baja / Wire Mesh 1 kg Jaring 1.020 Kg 0.050 Kg 0.025 OH 0.025 OH 0.002 OH 0.001 OH

Jaring Kawat Baja Di Las Kawat Beton Laborer / Pekerja Worker / Tukang Besi Chief Worker / Kepala Tukang Foreman / Mandor

SNI 7393:2008 66 1 m2 Underlayer / Pelapis Bawah Karpet 1.050 m2 0.350 Kg 0.120 OH 0.120 OH 0.012 OH 0.006 OH

Underlayer / Rubber Corrugated Lem Karpet Laborer / Pekerja Worker / Tukang Kayu Chief Worker / Kepala Tukang Foreman / Mandor

2

SNI 7393:2008 1 m2 Lantai67Vinyl ukuran 30x30 cm KL. I Vinyl 11.870 m2 Lem 0.350 Kg Laborer / Pekerja 0.150 OH Worker / Tukang Kayu 0.150 OH Chief Worker / Kepala Tukang 0.015 OH Foreman / Mandor 0.008 OH

68

Chemical Anchor 1.000 1.000 1.000

pcs pcs m3

Chemical Hit RE-500 Anchor M20 x 170 / 48 Upah angkur

1.000 1.000 1.000

m3 m3 m3

1 M3 Ready Mix K-300 Beton K-300 Concrete Pump Upah Cor

Kg OH OH OH OH

Besi Profil Laborer / Pekerja Worker / Tukang Las Konstruksi Chief Worker / Kepala Tukang Foreman / Mandor

69

SNI 7393-2008-6.1 70 1 kg Besi Profil 1.150 0.060 0.060 0.006 0.003

SNI-3434-2008-6.22 71 1 m' Listplank Ukuran (3x30) cm, Kayu Kelas I atau Kayu Kelas II, Finish Cat Papan Kayu Jati 3/30 0.011 lbr Paku 5 cm dan 7 cm 0.050 kg Meni Paint / Cat Meni 0.200 kg Wall Sputty / Plamur 0.150 kg Base Paint / Cat Dasar 0.170 kg Colour Paint / Cat Warna 0.260 kg Worker / Tukang Cat 0.009 OH Laborer / Pekerja 0.100 OH Worker / Tukang Kayu 0.200 OH Chief Worker / Kepala Tukang 0.020 OH Foreman / Mandor 0.005 OH

SNI-Cat-6.14a 72 Painting of New Wall (Eksterior) / 1 m2

Pengecatan Dinding Baru (Bagian Luar) Ex. ICI

1 m2

0.100 0.100 0.260 0.020 0.063 0.006 0.003

kg kg kg Md Md Md Md

Wall Sputty / Plamur Base Paint / Cat Dasar Wall Paint / Cat Dinding Laborer / Pekerja Worker / Tukang Chief Worker / Kepala Tukang Foreman / Mandor

SNI-7395-6.63 1 m' Plint73 Kayu Kelas II, Tebal 2 cm, Lebar 10 cm Papan Kayu Kelas II 0.003 m3 Paku / Skrup 5 cm 0.050 kg Laborer / Pekerja 0.120 kg Worker / Tukang 0.120 OH Chief Worker / Kepala Tukang 0.012 OH Foreman / Mandor 0.006 OH

SNI-3438-2008-6.5 74 Memasang Daun Pintu Panel, Kelas I atau II 1 m'2 Membuat dan Papan Kayu Kelas I 0.040 m3 Lem Kayu 0.500 kg Laborer / Pekerja 1.000 OH Worker / Tukang 3.000 OH Chief Worker / Kepala Tukang 0.300 OH Foreman / Mandor 0.050 OH

1.806

daun pintu 36x860x2100 solid finish DUCO

SNI-7395-2008-6.9 75 / 1 m2 Lantai Keramik 40 x 40 cm, Homogeneous Tile Ceramic Floor 40 x 40 cm Keramik 40 x 40 cm, Homogeneous 1.000 m2 Cement Type I / Semen Tipe I 0.245 zak Sand / Pasir 0.045 m3 Colour Cement / Semen Warna 1.300 Md Laborer / Pekerja 0.250 Md Worker / Tukang 0.125 Md Chief Worker / Kepala Tukang 0.013 Md Foreman / Mandor 0.013 Md

SNI-2839-2008-6.7 176m2 Plafond Gypsum 9mm 0.364 lbr 0.110 kg 1.250 m2 0.100 OH

Gypsum Board, Jayaboard Paku Skrup Glaswool Laborer / Pekerja

0.050 0.005 0.005

OH OH OH


0.900 0.900 0.900 0.900 0.580 0.820 1.500 0.800

Pcs Btg Pcs Pcs Btg Btg m1 kg

Angle Clip Rod Drat U Clamp Hollow Plat Hollow Hollow 2x4 Hollow 4x4 Textile Tape Compound

SNI-Rev-2005 PEKERJAAN BONGKARAN 77 1 m3 Pekerjaan Bongkaran Dinding Bata Laborer / Pekerja 6.667 OH Foreman / Mandor 0.033 OH

1 m3

78 Bongkaran Beton Bertulang Pekerjaan Laborer / Pekerja 6.667 OH Foreman / Mandor 0.333 OH

1 m2

79 Bongkaran Lantai Keramik Pekerjaan Laborer / Pekerja 0.050 OH Foreman / Mandor 0.010 OH

1 m2

80 Bongkaran Genteng / Sirap Pekerjaan Laborer / Pekerja 0.040 OH Foreman / Mandor 0.010 OH

1 m2

Pekerjaan81 Bongkaran Rangka Atap / Reng kaso Worker / Tukang 0.100 oh Laborer / Pekerja 0.025 oh Chief Worker / Kepala Tukang 0.003 oh Foreman / Mandor 0.005 oh

1 m2

82 Pekerjaan Bongkaran Plafond Laborer / Pekerja 0.125 oh

0.005

oh

Foreman / Mandor

SNI-Cat-2002 83 1 m2 Pengecatan Plafond Eternit / Gypsum Base Paint / Cat Dasar 0.120 kg Cat Penutup (ICI) 0.180 kg Laborer / Pekerja 0.028 OH Worker / Tukang 0.042 OH Chief Worker / Kepala Tukang 0.004 OH Foreman / Mandor 0.003 OH

84 1 m2 Pemasangan Waterproofing Coating System Waterproofing Coating Waterbase 0.448 kg Laborer / Pekerja 0.150 OH Worker / Tukang 0.050 OH Chief Worker / Kepala Tukang 0.025 OH Foreman / Mandor 0.025 OH

85 Waterproofing Membrane Sheet + Screed 1 m2 Pemasangan Waterproofing Membrane Sheet 1.050 M2 Semen PC 14.140 kg Pasir Pasang 0.042 m3 Laborer / Pekerja 0.260 OH Worker / Tukang 0.200 OH Chief Worker / Kepala Tukang 0.020 OH Foreman / Mandor 0.013 OH

86 1 bh Pemasangan Closet Duduk (setara TOTO) Closet duduk, TOTO CW 868 NJ 1.000 bh Laborer / Pekerja 3.300 OH Worker / Tukang 1.100 OH Chief Worker / Kepala Tukang 0.001 OH Foreman / Mandor 0.016 OH

1 set 87Pemasangan Floor Drain, TOTO 1.000 bh 0.300 OH 0.090 OH 0.009 OH 0.009 OH

Floor Drain, TOTO TX 1 BV1 Laborer / Pekerja Worker / Tukang Chief Worker / Kepala Tukang Foreman / Mandor

1 set88Pemasangan Jet Washer, TOTO 1.000 bh 0.075 OH 0.080 OH 0.080 OH 0.080 OH

1 bh 89 Pemasangan Kran Shower, TOTO 1.000 bh 0.025 bh 0.010 OH 0.100 OH 0.010 OH 0.005 OH

Jet Washer, TOTO TX 403 SMCRB Laborer / Pekerja Worker / Tukang Chief Worker / Kepala Tukang Foreman / Mandor

Kran Shower, TOTO TX 118 SM Seal Tape, ONDA Laborer / Pekerja Worker / Tukang Chief Worker / Kepala Tukang Foreman / Mandor

90

1 bh Pemasangan Washtafel, TOTO Washtafel, TOTO LW 711 B 1.000 bh Semen Abu-abu 6.000 kg Pasir Pasang 0.010 m3 Laborer / Pekerja 1.000 OH Worker / Tukang 1.500 OH Chief Worker / Kepala Tukang 1.500 OH Foreman / Mandor 0.160 OH

91

1 m' Pemasangan Bouwplank Kayu Borneo 0.006 m3 Paku Biasa 4"-7" 0.038 kg Tukang Kayu 0.050 OH Buruh lapangan kurang terlatih 0.100 OH Mandor 0.005 OH Alat bantu 0.025 set

92

1 ls Sewa Kontainer Untuk Direksi Keet (Termasuk Genset, AC, MCK) Sewa Kontainer 40 feet 1.000 unit AC AICOOL WM-07 + CU-07 1.000 unit Fiberglass Portable Toilet - SINGLE 1.000 set HONDA Weima 10 Kva / 8kw output 1.000 unit Instalator 1.000 OH Alat bantu 1.000 set

93

1 m' Pengadaan Dan Angkutan Tiang Pancang L= 20 m Tiang Pancang d.60cm L=20 m, 1.000 m' Lantai Kerja 1.000 m'

0.175 0.125 0.500

OH OH jam

Operator Alat Berat Pembantu Operator Flat Bed Truck 4 ton

94

1 m' Pagar Sementara Dari Kawat Duri Tinggi 1.8 Meter Bahan Kayu Dolken Dia. 8-10/400 cm 1.250 batang Semen Portland 2.000 kg Kawat Duri 25.000 kg Pasir Beton 0.005 m3 Koral Beton 0.009 m3 Paku Biasa 2-5 inci 0.060 kg Tenaga Tukang Kayu 0.200 oh Pekerja 0.300 oh Kepala Tukang 0.020 oh Mandor 0.020 oh

95

1 m2 Pembuatan Jalan Sementara Bahan Batu Belah 15/20 0.150 m3 Batu Pecah 5/7 0.090 m3 Pasir Pasar 1.010 m3

96

1 m2 Pembuatan Gudang Semen Dan Alat-Alat Bahan Kayu Dolken Dia. 8-10/400 cm 1.700 batang Kayu 0.210 m3 Paku Biasa 2-5 inci 0.300 kg Semen 0.210 kg Pasir Beton 0.030 m3 Koral Beton 0.050 m3 Seng Gelombang 1.500 lembar Tenaga Tukang Kayu 2.000 oh Pekerja 1.000 oh Kepala Tukang 0.200 oh Mandor 0.050 oh

97

1 m' Pagar Sementara Dari Seng Gelombang Tinggi 2 Meter Bahan Kayu Dolken Dia. 8-10/400 cm 1.250 batang Semen Portland 0.050 kg Seng Gelombang 3-5 inci 1.200 lembar Pasir Beton 0.005 m3

0.009 0.720 0.060 0.450 Tenaga 0.200 0.400 0.020 0.020

m3 m3 kg liter

Koral Beton Kayu 5/7 Paku Biasa 2-5 inci Meni Besi

oh oh oh oh

Tukang Kayu Pekerja Kepala Tukang Mandor

1 m3 98Pengerukan Dengan Sirtu (Padat) Bahan 1.200 m3 0.021 jam Tenaga 0.250 oh 0.025 oh

Sirtu Alat bantu Pekerja Mandor

99 1 m' Pemancangan Tiang Pancang uk. 40x40 cm (Menggunakan Jack Hammer) Bahan Tiang Pancang Uk. 40/40 cm 1.030 m1 Sewa Peralatan Crane Besar 0.050 hari Alat Pancang Hammer 2 ton 0.050 hari Alat Penyambung Tiang Pancang 0.250 bh Tenaga Pekerja 0.050 oh Mandor 0.005 oh Operator Crane 0.050 oh

100

101

1m1 Pengadaan dan Angkutan Tiang Pancang L=26 m Bahan Tiang Pancang d.40cm L=26 m 1.000 m1 Lantai Kerja 1.000 m1 Sewa Peralatan Flat Bed Truck 4 ton 0.500 jam Tenaga Operator Alat Berat 0.175 oh Pembantu Operator 0.125 oh

1 m1 Bahan 5.000 250.000

Pengangkutan Tiang Pancang ke Titik Pancang ltr ltr

Pelumas Solar

Sewa Peralatan 8.000 Tenaga 1.000 2.000

jam

Mobil Crane 25 t

oh oh

Operator Alat Berat Pembantu Operator

102

1 m' Pemancangan Tiang Pancang Bahan Pelumas 4.000 ltr Solar 200.000 ltr Sewa Peralatan Jacking Pile 8.000 jam Tenaga Operator Alat Berat 1.000 oh Pembantu Operator 5.000 oh

103

1 bh Pemotongan Tiang Pancang Sewa Peralatan Alat Bantu 0.100 set Tenaga Operator Alat Berat 1.000 oh Pekerja 0.250 oh Mandor 0.025 oh

104

1 m3 Pek. Pengerukan dengan Alat Sewa Peralatan Hydraulic Excavator 0.040 jam Tenaga Operator Alat Berat 0.005 oh Mandor 0.001 oh

105

1m2 Pelat Beton (Ready Mix k.300 Slump 12 cm), Pembesian (bobot besi 100 kg/m3), Bekisting berat Bahan 1.000 m3 Beton Ready Mix k.300 Slump 12 cm 100.000 kg Pembesian 100 kg/m3 3 1.000 m Bekisting berat pelat beton bertulang adukan 1:2:3 Sewa Peralatan 1.000 m3 Pompa Beton volume di atas 200 m3 0.350 jam Concrete Vibrator 0.200 set Alat Bantu Tenaga 100.000 kg Pembesian 100 kg/m3 3 1.000 m Bekisting berat pelat beton bertulang adukan 1:2:3 0.550 oh Operator alat stamper, mixer, vibrator dan pompa

105


105


105

1m2 Pelat Beton (Ready Mix k.300 Slump 12 cm), Pembesian (bobot besi 200 kg/m3), Bekisting berat Bahan 1.000 m3 Beton Ready Mix k.300 Slump 12 cm 200.000 kg Pembesian 200 kg/m3 1.000 m3 Bekisting berat pelat beton bertulang adukan 1:2:3 Sewa Peralatan 1.000 m3 Pompa Beton volume di atas 200 m3 0.350 jam Concrete Vibrator 0.200 set Alat Bantu Tenaga 200.000 kg Pembesian 200 kg/m3 1.000 m3 Bekisting berat pelat beton bertulang adukan 1:2:3 0.550 oh Operator alat stamper, mixer, vibrator dan pompa

SNI 7394:2008 No.6.24 106

105

1m2 Memasang Bekisting Untuk Pelat Lantai Bahan 0.040 m3 Kayu Kelas III 0.400 kg Paku 5cm - 12 cm 0.200 liter Minyak Bekisting 0.015 m3 Balok Kayu Kelas II 0.350 lembar Plywood tebal 9mm 6.000 batang Dolken Kayu Galam 8-10 cm, Panjang 4 m Sewa Peralatan Tenaga 0.660 oh Pekerja 0.330 oh Tukang Kayu 0.033 oh Kepala Tukang Kayu 0.033 oh Mandor

1m2 Lantai Beton (Ready Mix k.300 Slump 12 cm), Pembesian (bobot besi 100 kg/m3), Bekisting bera Bahan 1.000 m3 Beton Ready Mix k.300 Slump 12 cm 100.000 kg Pembesian 100 kg/m3 3 1.000 m Bekisting berat pelat beton bertulang adukan 1:2:3 Sewa Peralatan 1.000 m3 Pompa Beton volume di atas 200 m3 0.350 jam Concrete Vibrator 0.200 set Alat Bantu Tenaga 100.000 kg Pembesian 100 kg/m3 3 1.000 m Bekisting berat pelat beton bertulang adukan 1:2:3 0.550 oh Operator alat stamper, mixer, vibrator dan pompa

1 m3 Membuang Tanah Sejauh 30 meter Bahan Sewa Peralatan 0.130 set Alat Bantu Tenaga 0.330 oh Pekerja 0.010 oh Mandor

Dokumentasi Proyek Bahan Sewa Peralatan 2.000 pcs Kamera Digital Canon lxus 140 (16 MP) 24.000 pcs Baterai Alkaline AA Tenaga

1 Unit Kontainer 20 Feet Untuk Kantor, Termasuk AC, Toilet Dan Genset Bahan Kontainer 20 Feet 1.000 unit AC SAMSUNG AS-09UUPN, 1 PK 1.000 unit Fiberglass Portable Toilet-Single, LMT 020500 1.000 unit Genset Honda 10 KVa/9500 Watt, SF-11500 DXE 1.000 unit Sewa Peralatan 0.025 set Alat Bantu Tenaga 3.000 oh Installator

1 M2 Pembuatan Stegger dari Bambu, ( 40 x 50 x 20 ) cm Bahan Bambu Ø 6 - 8 / 600 cm 1.000 batang Tali Ijuk 0.250 kg Sewa Peralatan Tenaga 2.000 oh Tukang Kayu 1.000 oh Pekerja 0.200 oh Kepala Tukang Kayu 0.050 oh Mandor

1 M2 Pembuatan Jalan Sementara Bahan Batu Belah 5/20 0.150 m3 Batu Belah 5/7 0.090 m3 Pasir Pasang 0.010 m3 Sewa Peralatan Tenaga 1.000 oh Pekerja 0.050 oh Mandor

1 M2 Pasang Rolling Door Bahan Rolling Door 1.000 m2 Sewa Peralatan Tenaga 1.050 oh Pekerja 1.500 oh Tukang Besi 0.105 oh Kepala Tukang Besi 0.005 oh Mandor

1 M2

Pasang Terali Besi

Bahan 11.500 Sewa Peralatan Tenaga 1.200 1.200 0.012 0.001

m

Terali Besi 2x3

oh oh oh oh

Pekerja Tukang Las Kepala Tukang Besi Mandor

1 m1 Pemancangan Turap Kayu Dolken dia. 8-10 cm untuk sampai dengan per-satuan 1 ton daya duk Bahan Kayu Dolken dia. 8-10 cm 1.050 m Sewa Peralatan Crane Kecil 0.025 hari Alat Pancang Hammer 1 ton 0.025 hari Alat Penyambungan Tiang Pancang 0.250 bh Tenaga Pekerja 0.025 oh Mandor 0.005 oh Operator Crane 0.025 oh

1 m3 Pile Cap (Ready Mix K-300, Slump 12 cm), Pembesian (bobot besi 150 kg/m3), Bekisting b Bahan 1.000 m3 Beton Ready Mix k.300 Slump 12 cm 150.000 kg Pembesian 150 kg/m3 ulir 1.000 m3 Bekisting berat pelat beton bertulang adukan 1:2:3 Sewa Peralatan Pompa Beton volume di atas 200 m3 1.000 m3 Concrete Vibrator 0.350 jam Alat Bantu 0.200 set Tenaga 150.000 kg Pembesian 150 kg/m3 ulir 1.000 m3 Bekisting berat pelat beton bertulang adukan 1:2:3 0.550 oh Operator alat stamper, mixer, vibrator dan pompa

1 m3 Drainase Pasangan Batu Kali (Adukan 1Pc : 3 Ps) Bahan 1.200 4.250 0.460 Tenaga 3.600 1.200 0.120 0.200

SNI DT-91-0008-2007-6.35

m3 zak kg

Batu Belah 15/20 Semen PC Pasir Pasang

oh oh oh oh


1 m3 Kolom Praktis Beton Bertulang (uk. 11 x 11) cm Bahan 0.002 0.010 0.400 3.000 0.450 4.000 0.006 0.009 Tenaga 0.180 0.020 0.020 0.020 0.006 0.009

m3 kg liter kg kg kg m3 m3

Kayu Kelas III Paku 5 cm - 12 cm Minyak Bekisting Besi Beton Polos Kawat Beton Portland Cement Pasir Beton Kerikil

oh oh oh oh oh oh

Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor

SNI -12-2002-6.5 1 m2 Pembuatan Kantor Sementara Bahan 1.250 0.180 0.850 1.100 0.700 0.150 0.100 0.150 30.000 0.250 0.200 0.080 0.150 0.060 Tenaga 2.000 1.000 0.300 0.050

batang m3 m3 kg kg m3 m3 m3 buah lembar buah m2 buah lembar oh oh oh oh

Dolken Dia. 8-10 cm Kayu Kayu Biasa Besi Strip Semen Pasir Pasang Pasir Beton Koral Beton Bata Merah Seng Plat Jendela Nako Kaca Polos Kunci Tanam Plywood 4 mm Tukang Kayu Pekerja Kepala Tukang Mandor

UNIT COST

TOTAL COST

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

33,750.00 1,375.00 35,125.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

40,500.00 2,475.00 42,975.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

47,250.00 3,685.00 50,935.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

45,000.00 1,760.00 46,760.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp Rp

67,500.00 3,300.00 70,800.00 70,800.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

54,000.00 2,475.00 56,475.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

2,250.00 275.00 2,525.00

Rp Rp

45,000.00 55,000.00

Rp Rp

14,850.00 550.00

Rp

15,400.00

Mengurug kembali 1 m3 galian dihitung dari 1/3 kali indeks pekerjaan galian Rp Rp

45,000.00 55,000.00

Rp Rp Rp

11,250.00 458.33 11,708.33

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

22,500.00 2,750.00 25,250.00

Rp

125,000.00

Rp

150,000.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

13,500.00 550.00 164,050.00

Rp

150,000.00

Rp

180,000.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

13,500.00 550.00 194,050.00

Rp

55,000.00

Rp

66,000.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

18,000.00 2,200.00 86,200.00

: 7 TL Untuk Stabilisasi Tanah Rp Rp Rp

320,000.00 252,500.00 177,500.00

Rp Rp Rp

43,200.00 101,000.00 168,270.00

Rp Rp Rp Rp

45,000.00 109,960.00 126,598.00 55,000.00

Rp Rp Rp Rp Rp

36,000.00 43,984.00 5,063.92 4,400.00 401,917.92

Untuk Stabilisasi Tanah Rp Rp

320,000.00 177,500.00

Rp Rp

79,360.00 220,100.00

Rp Rp Rp Rp

45,000.00 109,960.00 126,598.00 55,000.00

Rp Rp Rp Rp Rp

36,000.00 43,984.00 5,063.92 4,400.00 388,907.92

Rp

9,702.00

Rp

58,212.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

6,750.00 825.00 65,787.00

Rp

155,000.00

Rp

186,000.00

Rp Rp

45,000.00 55,000.00

Rp Rp Rp

11,250.00 1,375.00 198,625.00

Rp Rp Rp

160,000.00 61,000.00 150,000.00

Rp Rp Rp

192,000.00 246,440.00 72,750.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

67,500.00 45,000.00 4,875.00 4,125.00 632,690.00

Rp Rp Rp

160,000.00 61,000.00 150,000.00

Rp Rp Rp

192,000.00 198,860.00 78,000.00

Rp Rp

45,000.00 60,000.00

Rp Rp

67,500.00 45,000.00

ng Resapan

ai Bangunan

Rp Rp

65,000.00 55,000.00

Rp Rp Rp

4,875.00 4,125.00 590,360.00

Rp Rp Rp

160,000.00 61,000.00 150,000.00

Rp Rp Rp

192,000.00 165,920.00 81,600.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

67,500.00 45,000.00 4,875.00 4,125.00 561,020.00

Rp Rp Rp

160,000.00 61,000.00 150,000.00

Rp Rp Rp

192,000.00 142,740.00 84,150.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

67,500.00 45,000.00 4,875.00 4,125.00 540,390.00

Rp Rp Rp

160,000.00 61,000.00 150,000.00

Rp Rp Rp

192,000.00 111,020.00 87,600.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

67,500.00 45,000.00 4,875.00 4,125.00 512,120.00

Rp Rp

160,000.00 125,000.00

Rp Rp

192,000.00 54,000.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp

35,100.00 23,400.00 2,535.00 2,145.00

Rp

309,180.00

C : 2 PB : 3 KR dan 40% Batu Belah Rp Rp Rp Rp Rp Rp

160,000.00 61,000.00 210,000.00 160,000.00 13,000.00 18,000.00

Rp Rp Rp Rp Rp Rp

76,800.00 236,680.00 65,520.00 74,880.00 1,638,000.00 32,400.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

153,000.00 51,000.00 5,525.00 9,350.00 2,343,155.00

Rp Rp Rp Rp

160,000.00 61,000.00 210,000.00 160,000.00

Rp Rp Rp Rp

72,000.00 236,680.00 65,520.00 74,880.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

108,000.00 48,000.00 5,200.00 6,545.00 616,825.00

(1 PC : 2 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

93,380.00 54,266.25 20,200.00

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

56,010.60 21,992.00 2,531.96 4,296.63 252,677.44

(1 PC : 3 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

93,380.00 41,105.13 22,977.50

Rp

93,351.00

Rp

56,010.60

Rp Rp Rp

109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp

21,992.00 2,531.96 4,296.63 242,293.82

(1 PC : 4 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

93,380.00 33,121.13 23,482.50

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

56,010.60 21,992.00 2,531.96 4,296.63 234,814.82

(1 PC : 5 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

93,380.00 27,694.50 25,755.00

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

56,010.60 21,992.00 2,531.96 4,296.63 231,660.69

(1 PC : 6 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

93,380.00 23,078.75 30,805.00

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

56,010.60 21,992.00 2,531.96 4,296.63 232,094.94

i (1 PC : 2 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

46,690.00 23,640.13 9,595.00

Rp Rp

93,351.00 109,960.00

Rp Rp

28,005.30 10,996.00

Rp Rp

126,598.00 143,221.00

Rp Rp Rp

1,265.98 2,148.32 122,340.72

i (1 PC : 3 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

46,690.00 17,926.58 10,100.00

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

28,005.30 10,996.00 1,265.98 2,148.32 117,132.17

i (1 PC : 5 PP) 5 x 11 x 22 Rp Rp Rp

667.00 62,375.00 252,500.00

Rp Rp Rp

46,690.00 12,075.80 11,362.50

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

28,005.30 10,996.00 1,265.98 2,148.32 112,543.90

Rp Rp

61,000.00 150,000.00

Rp Rp

18,914.88 2,400.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

13,500.00 9,000.00 975.00 825.00 45,614.88

Rp Rp

61,000.00 150,000.00

Rp Rp

12,473.28 3,000.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

13,500.00 9,000.00 975.00 825.00 39,773.28

Rp Rp

61,000.00 150,000.00

Rp Rp

9,486.72 3,450.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

13,500.00 9,000.00 975.00 825.00 37,236.72

Rp Rp

61,000.00 150,000.00

Rp Rp

7,612.80 3,600.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

13,500.00 9,000.00 975.00 825.00 35,512.80

en Jendela, Kayu kelas I Rp20,000,000.00 Rp 16,800.00 Rp 40,000.00

Rp 22,000,000.00 Rp 21,000.00 Rp 40,000.00

Rp Rp Rp Rp

Rp 315,000.00 Rp 1,260,000.00 Rp 136,500.00 Rp 19,250.00 Rp 23,791,750.00

45,000.00 60,000.00 65,000.00 55,000.00

en Jendela, Kayu kelas II atau III Rp11,400,000.00 Rp 16,800.00 Rp 40,000.00

Rp 12,540,000.00 Rp 21,000.00 Rp 40,000.00

Rp Rp Rp Rp

Rp 270,000.00 Rp 1,080,000.00 Rp 117,000.00 Rp 16,500.00 Rp 14,084,500.00

Kayu kelas II

45,000.00 60,000.00 65,000.00 55,000.00

Rp11,880,000.00 Rp 16,800.00

Rp Rp

475,200.00 840.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

15,750.00 63,000.00 6,825.00 990.00 562,605.00

45,000.00 60,000.00 65,000.00 55,000.00

Untuk Gudang Sementara, Kayu kelas III Rp 4,800,000.00 Rp 16,800.00

Rp Rp

192,000.00 840.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

15,750.00 63,000.00 6,825.00 990.00 279,405.00

Rp22,000,000.00 Rp 40,000.00

Rp Rp

880,000.00 20,000.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

45,000.00 180,000.00 19,500.00 2,750.00 1,147,250.00

Rp22,000,000.00 Rp 40,000.00

Rp Rp

528,000.00 12,000.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

36,000.00 144,000.00 15,600.00 2,200.00 737,800.00

Rp22,000,000.00 Rp 40,000.00

Rp Rp

1,408,000.00 20,000.00

Rp

Rp

45,000.00

yu Kelas I atau II

45,000.00 60,000.00 65,000.00 55,000.00

ca, Kayu Kelas I atau II

45,000.00 60,000.00 65,000.00 55,000.00

usi Kayu, Kayu Kelas I atau II

45,000.00

Rp Rp Rp

60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp

180,000.00 19,500.00 2,750.00 1,675,250.00

Rp22,000,000.00 Rp 16,800.00

Rp Rp

1,320,000.00 2,520.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

30,150.00 120,000.00 13,000.00 18,425.00 1,504,095.00

elas I atau II

45,000.00 60,000.00 65,000.00 55,000.00

al, Kayu Kelas I, II & III Bentang 6 Meter Rp11,400,000.00 Rp 14,400.00 Rp 16,800.00

Rp 12,540,000.00 Rp 216,000.00 Rp 94,080.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp 180,000.00 Rp 720,000.00 Rp 78,000.00 Rp 11,000.00 Rp 13,839,080.00

Rp11,400,000.00 Rp 14,400.00 Rp 16,800.00

Rp 12,540,000.00 Rp 216,000.00 Rp 50,400.00

Rp Rp Rp Rp

Rp 108,000.00 Rp 432,000.00 Rp 46,800.00 Rp 6,600.00 Rp 13,399,800.00

45,000.00 60,000.00 65,000.00 55,000.00

Rp10,560,000.00 Rp 8,160,000.00 Rp 16,000.00

Rp Rp Rp

147,840.00 29,376.00 4,000.00

Rp Rp Rp

Rp Rp Rp

4,500.00 6,000.00 650.00

45,000.00 60,000.00 65,000.00

Rp

55,000.00

Rp Rp

275.00 192,641.00

Rp10,560,000.00 Rp 8,160,000.00 Rp 16,000.00

Rp Rp Rp

147,840.00 58,752.00 4,000.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

4,500.00 6,000.00 650.00 275.00 222,017.00

Rp10,560,000.00 Rp 16,000.00

Rp Rp

162,624.00 3,200.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

6,750.00 18,000.00 1,950.00 4,125.00 196,649.00

Rp10,560,000.00 Rp 16,000.00

Rp Rp

172,128.00 4,000.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

9,000.00 18,000.00 1,950.00 550.00 205,628.00

Rp22,000,000.00 Rp 16,000.00

Rp Rp

237,600.00 1,600.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

4,500.00 12,000.00 1,300.00 275.00 257,275.00

45,000.00 60,000.00 65,000.00 55,000.00

, Kayu Kelas II atau III

45,000.00 60,000.00 65,000.00 55,000.00

Kayu Kelas II atau III

45,000.00 60,000.00 65,000.00 55,000.00

Rp22,000,000.00 Rp 16,000.00

Rp Rp

242,000.00 800.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

4,500.00 12,000.00 1,300.00 275.00 260,875.00

Rp11,400,000.00 Rp 16,000.00

Rp Rp

125,400.00 800.00

Rp Rp Rp Rp

45,000.00 60,000.00 65,000.00 55,000.00

Rp Rp Rp Rp Rp

4,500.00 12,000.00 1,300.00 275.00 144,275.00

Rp Rp Rp Rp Rp

#REF! 17,750.00 93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp Rp

41,000.00 11,000.00 93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp Rp Rp Rp

17,097.00 275.00 9,335.10 21,992.00 2,531.96 716.11 51,947.17 51,950.00

Rp Rp

21,000.00 93,351.00

Rp Rp

22,050.00 1,960.37

u Kelas II atau III

Rp Rp Rp Rp Rp

#REF! 22,187.50 560,106.00 1,979,280.00 253,196.00 42,966.30 #REF! #REF!

Rp Rp Rp

109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

2,309.16 253.20 143.22 26,715.95 26,720.00

Rp Rp Rp Rp Rp Rp Rp

62,375.00 252,500.00 275,000.00 93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp

530,187.50 131,300.00 214,500.00 154,029.15 27,490.00 3,164.95 11,457.68 1,072,129.28 1,072,130.00

Rp Rp Rp Rp Rp Rp

9,100.00 20,900.00 60,000.00 80,000.00 88,000.00 88,000.00


9,555.00 313.50 420.00 560.00 61.60 26.40 10,936.50 10,940.00


128,205.00 16,000.00 11,600.00 93,351.00 109,960.00 126,598.00 143,221.00


89,031.25 4,800.00 1,160.00 28,005.30 28,589.60 3,291.55 716.11 155,593.80 155,590.00


128,205.00 16,000.00 11,600.00 50,000.00 93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

178,062.50 6,400.00 2,320.00 100,000.00 28,005.30 36,286.80 4,177.73 859.33 356,111.66 356,110.00


128,205.00 16,000.00 11,600.00 50,000.00 93,351.00 109,960.00 126,598.00 143,221.00


133,546.88 6,400.00 2,320.00 100,000.00 29,872.32 36,286.80 4,177.73 859.33 313,463.06 313,460.00


82,000.00 62,375.00 252,500.00 9,818.00 93,351.00 109,960.00 126,598.00 143,221.00


82,000.00 17,745.69 11,362.50 14,727.00 65,345.70 38,486.00 4,430.93 5,012.74 239,110.55 239,110.00


92,000.00 62,375.00 252,500.00 9,818.00 93,351.00 109,960.00 126,598.00 143,221.00


92,000.00 15,281.88 11,362.50 14,727.00 65,345.70 38,486.00 4,430.93 5,012.74 246,646.74 246,650.00


85,000.00 62,375.00 252,500.00 9,818.00 93,351.00 109,960.00 126,598.00 143,221.00


85,000.00 14,502.19 4,545.00 14,727.00 25,204.77 14,844.60 1,772.37 2,005.09 162,601.02 162,600.00


26,565.00 42,625.00 44,800.00 63,840.00 93,351.00 109,960.00 126,598.00 143,221.00


5,313.00 6,393.75 7,616.00 16,598.40 6,534.57 989.64 759.59 358.05 44,563.00 44,560.00


18,500.00 47,355.00 46,905.00 93,351.00 109,960.00 126,598.00 143,221.00


1,850.00 4,735.50 12,195.30 1,867.02 6,927.48 797.57 358.05 28,730.92 28,730.00


18,500.00 53,130.00 68,436.00 93,351.00 109,960.00 126,598.00 143,221.00


1,850.00 5,313.00 17,793.36 1,867.02 6,927.48 797.57 358.05 34,906.48 34,910.00

Rp Rp Rp Rp Rp Rp

91,531.00 28,000.00 93,351.00 109,960.00 126,598.00 143,221.00


95,283.77 252,000.00 18,670.20 10,996.00 1,265.98 143.22 378,359.17 378,360.00

Rp Rp Rp

33,075.00 28,000.00 93,351.00

Rp Rp Rp

33,075.00 168,000.00 11,668.88

Rp Rp Rp

109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

27,490.00 3,164.95 859.33 244,258.15 244,260.00

Rp

150,000.00

Rp

165,000.00

Rp Rp Rp Rp Rp Rp

252,500.00 62,375.00 93,351.00 109,960.00 126,598.00 143,221.00


108,575.00 280,687.50 28,005.30 45,358.50 7,595.88 10,741.58 645,963.76 645,960.00


160,000.00 55,000.00 125,000.00 70,000.00 45,000.00 204,000.00 168,000.00 315,000.00

Rp 72,000,000.00 Rp 660,000.00 Rp 8,250,000.00 Rp 420,000.00 Rp 12,960,000.00 Rp 6,120,000.00 Rp 4,032,000.00 Rp 2,520,000.00 Rp 106,962,000.00 Rp 285,232.00 Rp 285,230.00


112,000.00 55,000.00 45,000.00 210,000.00 240,000.00 204,000.00 198,000.00 315,000.00 25,000.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

134,400.00 979.00 4,819.50 3,738.00 113,760.00 2,386.80 4,237.20 6,646.50 25,000.00 295,967.00 296,000.00

Rp Rp Rp Rp Rp

45,000.00 55,000.00 110,000.00 125,000.00 1,000.00

Rp Rp Rp Rp Rp

837.00 148.50 550.00 561.25 13,860.00

Rp 11,200.00 Rp 210,000.00 Rp 2,100,000.00 Rp 228,000.00 Rp 240,000.00 Rp 240,000.00 Rp 180,000.00 Rp 238,000.00 Rp 25,000.00


129,433.92 378.00 5,670.00 615.60 9,480.00 792.00 306.00 309.40 25,000.00 187,941.67 187,940.00


45,000.00 55,000.00 19,200.00 10,800.00 90,000.00 120,000.00 240,000.00


679.50 165.00 12,320.64 5,280.12 270.00 372.00 720.00 19,807.26 19,810.00

Rp Rp Rp Rp Rp

160,000.00 45,000.00 60,000.00 65,000.00 55,000.00


176,000.00 35,145.00 18,000.00 2,535.00 4,290.00 235,970.00 235,970.00

ngan Batu Kosong + Pemadatan Rp 160,000.00 Rp Rp 45,000.00 Rp Rp 60,000.00 Rp Rp 65,000.00 Rp Rp 55,000.00 Rp Rp 198,000.00 Rp Rp Rp

176,000.00 35,145.00 18,000.00 2,535.00 4,290.00 4,237.20 240,207.20 240,210.00

n Pasir Kerikil + Pemadatan Rp 110,000.00 Rp 45,000.00 Rp 55,000.00 Rp 198,000.00

Rp Rp Rp Rp Rp Rp

132,000.00 13,500.00 550.00 4,237.20 150,287.20 150,290.00

Rp

60,000.00

Rp

72,000.00

Rp Rp

45,000.00 55,000.00

Rp Rp

13,500.00 550.00

Rp Rp

264,000.00 198,000.00

Rp Rp Rp Rp

1,320.00 4,950.00 92,320.00 92,320.00

Rp Rp

150,000.00 62,375.00

Rp Rp

67,500.00 280,687.50

Rp

257,500.00

Rp

115,875.00

Rp Rp Rp Rp Rp Rp

140,000.00 93,351.00 109,960.00 126,598.00 143,221.00 254,100.00


93,800.00 128,824.38 3,298.80 10,127.84 42,966.30 5,437.74 748,517.56 748,520.00

Rp Rp Rp Rp

55,000.00 45,000.00 210,000.00 25,000.00

Rp Rp Rp Rp Rp Rp

2,942.50 14,458.50 11,235.00 6,250.00 34,886.00 34,900.00

Rp 55,000.00 Rp 45,000.00 Rp 250,000.00 Rp 1,500,000.00 Rp 254,100.00 Rp 15,000.00


825.00 6,750.00 275,000.00 22,500.00 2,541.00 7,500.00 315,116.00 315,120.00

1 m3 Soil Filling + compaction / 1 m3 Uruga Bahan Soil Fill / 1.200 m3 Tenaga Laborer / Pe 0.300 md Foreman / 0.010 md Sewa Peralatan Buldozer 0.005 hour Vibratory rol 0.025 hour


93,351.00 109,960.00 126,598.00 143,221.00 100,000.00 800.00 60,000.00


4,014.09 4,728.28 544.37 300.76 110,000.00 1,600.00 3,600.00 124,787.51 124,790.00


667.00 62,375.00 252,500.00 45,000.00 109,960.00 126,598.00 143,221.00


80,040.00 56,137.50 20,200.00 29,250.00 21,992.00 2,531.96 4,296.63 214,448.09 214,450.00

Rp 1,500,000.00

Rp

33,300.00

Rp Rp

33,300.00 33,300.00

Rp Rp Rp Rp Rp

143,221.00 45,000.00 353,430.00 225,000.00 10,000.00


572.88 724.50 1,413.72 2,362.50 10,000.00 15,073.60 15,070.00

Rp Rp Rp Rp Rp Rp

130,515.00 27,720.00 45,000.00 109,960.00 143,221.00 11,651.30


1,305.15 2,772.00 2,250.00 3,298.80 1,432.21 11,651.30 22,709.46 22,710.00


725,000.00 63,000.00 18,000.00 62,375.00 252,500.00 275,000.00 63,840.00


21,750.00 75,600.00 3,600.00 10,603.75 5,050.00 11,000.00 114,912.00 242,515.75

Rp 7,000,000.00 Rp 17,750.00 Rp 63,840.00 Rp 750,000.00 Rp 850,000.00


910,000.00 4,437.50 63,840.00 93,750.00 106,250.00 1,178,277.50 1,178,280.00

Rp Rp Rp Rp Rp

14,438.00 93,351.00 109,960.00 126,598.00 143,221.00


16,603.70 5,601.06 6,597.60 759.59 429.66 29,991.61 29,990.00

Rp Rp Rp Rp Rp Rp

80,850.00 19,250.00 93,351.00 109,960.00 126,598.00 143,221.00


82,467.00 962.50 2,333.78 2,749.00 253.20 143.22 88,908.69 88,910.00

Rp Rp Rp Rp Rp Rp

45,000.00 30,000.00 93,351.00 109,960.00 126,598.00 143,221.00


47,250.00 10,500.00 11,202.12 13,195.20 1,519.18 859.33 84,525.82 84,530.00

Rp Rp Rp Rp Rp Rp

42,250.00 30,000.00 93,351.00 109,960.00 126,598.00 143,221.00


501,507.50 10,500.00 14,002.65 16,494.00 1,898.97 1,145.77 545,548.89 545,550.00

Rp Rp Rp

72,000.00 70,950.00 40,000.00

Rp Rp Rp Rp Rp

72,000.00 70,950.00 40,000.00 182,950.00 182,950.00

Rp 1,022,400.00 Rp 200,000.00 Rp 253,000.00

Rp Rp Rp Rp Rp

1,022,400.00 200,000.00 253,000.00 1,475,400.00 1,475,400.00

Rp Rp Rp Rp Rp

20,000.00 60,000.00 80,000.00 88,000.00 88,000.00


23,000.00 3,600.00 4,800.00 528.00 264.00 32,192.00 32,190.00


18,250.00 17,750.00 26,565.00 42,625.00 44,800.00 63,840.00 80,000.00 60,000.00 80,000.00 88,000.00 88,000.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

200.75 887.50 5,313.00 6,393.75 7,616.00 16,598.40 720.00 6,000.00 16,000.00 1,760.00 440.00 61,929.40 61,930.00


18,500.00 53,130.00 68,436.00 60,000.00 80,000.00 88,000.00 88,000.00


1,850.00 5,313.00 17,793.36 1,200.00 5,040.00 554.40 220.00 31,970.76 31,970.00

Rp Rp Rp Rp Rp Rp

8,000.00 17,000.00 60,000.00 80,000.00 88,000.00 88,000.00


24.00 850.00 7,200.00 9,600.00 1,056.00 528.00 19,258.00 19,260.00

Rp Rp Rp Rp Rp Rp

18,250.00 25,000.00 60,000.00 80,000.00 88,000.00 88,000.00


730.00 12,500.00 60,000.00 240,000.00 26,400.00 4,400.00 344,030.00 344,030.00

Rp

621,318.18


92,000.00 62,375.00 252,500.00 9,818.00 60,000.00 80,000.00 88,000.00 88,000.00


92,000.00 15,281.88 11,362.50 12,763.40 15,000.00 10,000.00 1,144.00 1,144.00 158,695.78 158,700.00

Rp Rp Rp Rp

57,000.00 1,733.00 77,600.00 93,351.00

Rp Rp Rp Rp

20,748.00 190.63 97,000.00 9,335.10

Rp Rp Rp

109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

5,498.00 632.99 716.11 134,120.83 134,120.00


2,425.00 5,820.00 2,425.00 2,425.00 22,795.00 26,675.00 485.00 7,275.00


2,182.50 5,238.00 2,182.50 2,182.50 13,221.10 21,873.50 727.50 5,820.00 187,547.60 187,550.00

Rp Rp

55,000.00 65,000.00

Rp Rp Rp Rp

366,685.00 2,145.00 368,830.00 368,830.00

Rp Rp

55,000.00 65,000.00

Rp Rp Rp Rp

366,685.00 21,645.00 388,330.00 388,330.00

Rp Rp

55,000.00 65,000.00

Rp Rp Rp Rp

2,750.00 650.00 3,400.00 3,400.00

Rp Rp

55,000.00 65,000.00

Rp Rp Rp Rp

2,200.00 650.00 2,850.00 2,850.00

Rp Rp Rp Rp

60,000.00 55,000.00 70,000.00 65,000.00

Rp Rp Rp Rp Rp Rp

6,000.00 1,375.00 175.00 325.00 7,875.00 7,880.00

Rp

55,000.00

Rp

6,875.00

Rp

65,000.00

Rp Rp Rp

325.00 7,200.00 7,200.00

Rp Rp Rp Rp Rp Rp

44,800.00 46,905.00 55,000.00 60,000.00 70,000.00 65,000.00


5,376.00 8,442.90 1,540.00 2,520.00 294.00 162.50 18,335.40 18,340.00

Rp Rp Rp Rp Rp

40,425.00 55,000.00 60,000.00 70,000.00 65,000.00


18,110.40 8,250.00 3,000.00 1,750.00 1,625.00 32,735.40 32,740.00


88,935.00 62,375.00 252,500.00 55,000.00 60,000.00 70,000.00 65,000.00


93,381.75 881,982.50 10,605.00 14,300.00 12,000.00 1,400.00 845.00 1,014,514.25 1,014,510.00

Rp 2,140,000.00 Rp 55,000.00 Rp 60,000.00 Rp 70,000.00 Rp 65,000.00


2,140,000.00 181,500.00 66,000.00 70.00 1,040.00 2,388,610.00 2,388,610.00

Rp Rp Rp Rp Rp


327,000.00 28,005.30 9,896.40 1,139.38 1,288.99 367,330.07 367,330.00

327,000.00 93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

404,000.00 93,351.00 109,960.00 126,598.00 143,221.00


404,000.00 7,001.33 8,796.80 10,127.84 11,457.68 441,383.65 441,380.00

Rp Rp Rp Rp Rp Rp

677,000.00 3,000.00 93,351.00 109,960.00 126,598.00 143,221.00


677,000.00 75.00 933.51 10,996.00 1,265.98 716.11 690,986.60 690,990.00

Rp 2,800,000.00 Rp 9,818.00 Rp 252,500.00 Rp 93,351.00 Rp 109,960.00 Rp 126,598.00 Rp 143,221.00


2,800,000.00 58,908.00 2,525.00 93,351.00 164,940.00 189,897.00 22,915.36 3,332,536.36 3,332,540.00

Rp 7,000,000.00 Rp 17,750.00 Rp 109,960.00 Rp 93,351.00 Rp 143,221.00 Rp 100,000.00


42,000.00 674.50 5,498.00 9,335.10 716.11 2,500.00 60,723.71 60,720.00

Rp50,000,000.00 Rp 5,534,100.00 Rp12,000,000.00 Rp41,640,000.00 Rp 126,598.00 Rp 100,000.00

Rp 50,000,000.00 Rp 5,534,100.00 Rp 12,000,000.00 Rp 41,640,000.00 Rp 126,598.00 Rp 100,000.00 Rp 109,400,698.00 Rp 109,400,700.00

Rp Rp

Rp Rp

713,000.00 10,000.00

713,000.00 10,000.00

Rp Rp Rp

143,221.00 109,960.00 398,475.00

Rp Rp Rp Rp Rp

25,063.68 13,745.00 199,237.50 961,046.18 961,050.00

Rp 5,000,000.00 Rp 62,375.00 Rp 157,500.00 Rp 257,500.00 Rp 130,398.00 Rp 16,000.00

Rp Rp Rp Rp Rp Rp

6,250,000.00 124,750.00 3,937,500.00 1,287.50 1,173.58 960.00

Rp Rp Rp Rp

109,960.00 93,351.00 126,598.00 143,221.00

Rp 21,992.00 Rp 28,005.30 Rp 2,531.96 Rp 2,864.42 Rp 10,371,064.76 Rp 10,371,060.00

Rp Rp Rp

245,000.00 196,350.00 252,500.00

Rp Rp Rp Rp Rp

36,750.00 17,671.50 255,025.00 309,446.50 309,450.00

Rp 16,500.00 Rp 1,883,000.00 Rp 13,500.00 Rp 57,000.00 Rp 310,000.00 Rp 208,000.00 Rp 51,000.00


28,050.00 395,430.00 4,050.00 11,970.00 9,300.00 10,400.00 76,500.00

Rp Rp Rp Rp

80,000.00 60,000.00 88,000.00 88,000.00

Rp Rp Rp Rp Rp Rp

160,000.00 60,000.00 17,600.00 4,400.00 777,700.00 777,700.00

Rp Rp Rp Rp

16,500.00 57,000.00 51,000.00 310,000.00

Rp Rp Rp Rp

20,625.00 2,850.00 61,200.00 1,550.00

Rp 208,000.00 Rp 1,883,000.00 Rp 13,500.00 Rp 17,600.00

Rp Rp Rp Rp

1,872.00 1,355,760.00 810.00 7,920.00

Rp Rp Rp Rp

80,000.00 60,000.00 88,000.00 88,000.00

Rp Rp Rp Rp Rp Rp

16,000.00 24,000.00 1,760.00 1,760.00 1,496,107.00 1,496,110.00

Rp Rp

244,000.00 5,000.00

Rp Rp

292,800.00 106.50

Rp Rp

60,000.00 88,000.00

Rp Rp Rp Rp

15,000.00 2,200.00 310,106.50 310,110.00

Rp

502,000.00

Rp

517,060.00

Rp

370,000.00

Rp

18,500.00

Rp

-

ck Hammer)

Rp Rp Rp

93,351.00 143,221.00 143,221.00

Rp Rp Rp Rp Rp

4,667.55 716.11 7,161.05 548,104.71 548,100.00

Rp Rp

400,000.00 10,000.00

Rp Rp

400,000.00 10,000.00

Rp

398,475.00

Rp

199,237.50

Rp Rp

143,221.00 109,960.00

Rp Rp Rp Rp

25,063.68 13,745.00 648,046.18 648,050.00

Rp Rp

34,650.00 5,500.00

Rp Rp

173,250.00 1,375,000.00

Rp

370,000.00

Rp

2,960,000.00

Rp Rp

143,221.00 109,960.00

Rp Rp Rp Rp

143,221.00 219,920.00 4,871,391.00 4,871,390.00

Rp Rp

34,650.00 5,500.00

Rp Rp

138,600.00 1,100,000.00

Rp

400,000.00

Rp

3,200,000.00

Rp Rp

143,221.00 109,960.00

Rp Rp Rp Rp

143,221.00 549,800.00 5,131,621.00 5,131,620.00

Rp

100,000.00

Rp

10,000.00

Rp Rp Rp

143,221.00 93,351.00 143,221.00

Rp Rp Rp Rp Rp

143,221.00 23,337.75 3,580.53 180,139.28 180,140.00

Rp

374,500.00

Rp

14,792.75

Rp Rp

143,221.00 143,221.00

Rp Rp Rp Rp

707.23 141.50 15,641.48 15,640.00

100 kg/m3), Bekisting berat pelat beton adukan 1:2:3 Rp Rp

785,000.00 16,875.00

Rp Rp

785,000.00 1,687,500.00

Rp

180,000.00

Rp

180,000.00

Rp Rp Rp

55,000.00 144,375.00 100,000.00

Rp Rp Rp

55,000.00 50,531.25 20,000.00

Rp

16,875.00

Rp

1,687,500.00

Rp Rp

180,000.00 143,221.00

Rp Rp

180,000.00 78,771.55

Rp Rp

4,724,302.80 4,724,300.00


785,000.00 16,875.00

Rp Rp

785,000.00 2,531,250.00

Rp

180,000.00

Rp

180,000.00

Rp Rp Rp

55,000.00 144,375.00 100,000.00

Rp Rp Rp

55,000.00 50,531.25 20,000.00

Rp

16,875.00

Rp

2,531,250.00

Rp Rp

180,000.00 143,221.00

Rp Rp Rp Rp

180,000.00 78,771.55 6,411,802.80 6,411,800.00


785,000.00 16,875.00

Rp Rp

785,000.00 2,953,125.00

Rp

180,000.00

Rp

180,000.00

Rp Rp Rp

55,000.00 144,375.00 100,000.00

Rp Rp Rp

55,000.00 50,531.25 20,000.00

Rp

16,875.00

Rp

2,953,125.00

Rp Rp

180,000.00 143,221.00

Rp Rp Rp Rp

180,000.00 78,771.55 7,255,552.80 7,255,550.00


785,000.00 16,875.00

Rp Rp

785,000.00 3,375,000.00

Rp

180,000.00

Rp

180,000.00

Rp Rp Rp

55,000.00 144,375.00 100,000.00

Rp Rp Rp

55,000.00 50,531.25 20,000.00

Rp

16,875.00

Rp

3,375,000.00

Rp Rp

180,000.00 143,221.00

Rp Rp Rp

180,000.00 78,771.55 8,099,302.80

Rp Rp

#REF! 16,000.00 Rp 11,600.00 Rp

#REF! 6,400.00 2,320.00

#REF! #REF! Rp 128,205.00 Rp 44,871.75 Rp 5,000,000.00 Rp 30,000,000.00

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp

61,611.66 36,286.80 4,177.73 4,726.29 #REF! #REF!

i 100 kg/m3), Bekisting berat pelat beton adukan 1:2:3 Rp Rp

785,000.00 16,875.00

Rp Rp

785,000.00 1,687,500.00

Rp

180,000.00

Rp

180,000.00

Rp Rp Rp

55,000.00 144,375.00 100,000.00

Rp Rp Rp

55,000.00 50,531.25 20,000.00

Rp

16,875.00

Rp

1,687,500.00

Rp Rp

180,000.00 143,221.00

Rp Rp Rp Rp

180,000.00 78,771.55 4,724,302.80 4,724,300.00

Rp

100,000.00

Rp

13,000.00

Rp Rp

93,351.00 143,221.00

Rp Rp Rp Rp

30,805.83 1,432.21 45,238.04 45,240.00

Rp 2,170,000.00 Rp 13,000.00

Rp Rp

4,340,000.00 312,000.00

Rp

4,652,000.00

Rp

4,652,000.00

Rp50,000,000.00 Rp 2,485,000.00 Rp14,000,000.00 Rp44,634,000.00

Rp 50,000,000.00 Rp 2,485,000.00 Rp 14,000,000.00 Rp 44,634,000.00

Rp

100,000.00

Rp

Rp

126,598.00

Rp 379,794.00 Rp 111,501,294.00 Rp 111,501,290.00

Rp

15,000.00 Rp #REF!

2,500.00

15,000.00 #REF!

Rp Rp Rp Rp

109,960.00 93,351.00 126,598.00 143,221.00

Rp Rp Rp Rp

219,920.00 93,351.00 25,319.60 7,161.05 #REF! #REF!

Rp Rp Rp

244,000.00 196,350.00 252,500.00

Rp Rp Rp

36,600.00 17,671.50 2,525.00

Rp Rp

93,351.00 143,221.00

Rp Rp Rp Rp

93,351.00 7,161.05 157,308.55 157,310.00

Rp

715,000.00

Rp

715,000.00

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF!

Rp

Rp Rp

17,600.00

Rp

202,400.00

#REF! 109,960.00 Rp 126,598.00 Rp #REF!

#REF! 131,952.00 1,519.18 #REF! #REF! #REF!

n per-satuan 1 ton daya dukung per-tiang beban normal Rp

-

Rp Rp Rp

-

Rp Rp Rp Rp

-

esi 150 kg/m3), Bekisting berat plat beton bertulang adukan 1:2:3) Rp Rp Rp

- Rp - Rp - Rp

-

Rp Rp Rp

- Rp - Rp - Rp

-

Rp Rp Rp

- Rp - Rp - Rp Rp

-

Rp Rp Rp

245,000.00 62,375.00 252,500.00

Rp Rp Rp

294,000.00 265,093.75 116,150.00

Rp Rp Rp Rp

93,351.00 109,960.00 126,598.00 143,221.00

Rp Rp Rp Rp Rp

336,063.60 131,952.00 15,191.76 28,644.20 1,187,095.31

Rp Rp Rp Rp Rp Rp 50,500.00 Rp 210,000.00 Rp 3,090,200.00


202,000.00 1,260.00 27,811.80

Rp Rp Rp Rp Rp Rp

45,000.00 60,000.00 60,000.00 60,000.00 65,000.00 55,000.00


8,100.00 1,200.00 1,200.00 1,200.00 390.00 495.00 243,656.80

Rp 16,500.00 Rp 1,883,000.00 Rp 1,510,000.00 Rp 17,500.00 Rp 57,000.00 Rp 127,000.00 Rp 310,000.00 Rp 208,000.00 Rp 700.00 Rp 51,000.00 Rp 90,000.00 Rp 49,500.00 Rp 67,000.00

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

20,625.00 338,940.00 1,283,500.00 19,250.00 39,900.00 19,050.00 31,000.00 31,200.00 21,000.00 12,750.00 18,000.00 3,960.00 10,050.00

Rp Rp Rp Rp

Rp Rp Rp Rp Rp

160,000.00 80,000.00 26,400.00 4,400.00 2,120,025.00

80,000.00 80,000.00 88,000.00 88,000.00

kali indeks pekerjaan galian

Filling + compaction / 1 m3 Urugan Tanah + Pemadatan ###

###

### ### ### Rp 550.00 ### Rp 850.00 ### ### ### ###

DAFTAR HARGA SATUAN UPAH KOTA DUMAI JURNAL BAHAN BANGUNAN EDISI 33 TAHUN XX 2014 NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

JENIS UPAH

Pekerja Kepala Tukang Batu Tukang Batu Kepala Tukang Kayu Tukang Kayu Kepala Tukang Cat Tukang Cat Kepala Tukang Besi Tukang Besi Mandor Tukang Listrik Tukang Pipa Tukang Las Pembantu Mekanik Mekanik Pembantu Operator Operator Alat Satpam Supir Truk Upah Cor

SATUAN

hari hari hari hari hari hari hari hari hari hari hari hari hari hari hari hari hari hari hari m3

HARGA SATUAN (Rp.)

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

60,000.00 88,000.00 80,000.00 88,000.00 80,000.00 88,000.00 80,000.00 88,000.00 80,000.00 88,000.00 80,000.00 80,000.00 80,000.00 65,000.00 90,000.00 65,000.00 90,000.00 65,000.00 85,000.00 253,000.00

DAFTAR HARGA SATUAN BAHAN

NO. 1

JENIS BAHAN

SAT

Alat bantu Batu Bata Batu Pecah Mesin 2-3 cm Besi beton ulir Besi beton polos Kawat beton Kawat las per kg Pasir beton Pasir pasang Pasir urug Kerikil Pembesian beton dgn besi polos 200 kg/m3 Pembesian beton dgn besi polos 175 kg/m3 Pembesian beton dengan besi polos 150 kg/m3 Pembesian beton dengan besi polos 100 kg/m3 Ready Mix K.300 slump 12 cm

set bh m3 kg kg kg kg m3 m3 m3 m3 m3 m3 m3 m3 m3

Ready Mix K.300 slump 12 cm

m3


m3


m3

Ready Mix K.175 slump 12 cm Semen Tipe I Baja Profil Spun Pile Dia. 45 cm, K-600, L=36 m, Bottom Segmen Spun Pile Dia. 45 cm, K-600, L=36 m, Middle Segmen Concrete Pump Baut 1/4 " Baut 1/2 " Angkur Dia. 16 mm Angkur Dia. 25 mm Angkur Dia. 32 mm Angkur Dia. 50 mm (Stainless) Balok Kayu Klas II Balok Kayu Klas III Paku 2"-5" Minyak Bekisting Dolken 8-10cm/4m Besi Strip

m3 zak kg m1 m1 m3 bh bh bh bh bh bh m3 m3 kg liter btg kg

Seng Plat BJLS 30 Kaca Polos 5 mm Kaca Nako + Bingkai Plywood 4 mm Seng Gelombang BJLS 30 Meni Besi (nippon) Pekerjaan Bored Pile Dia. 100 cm, Mutu Beton K-450 Pekerjaan Bored Pile Dia. 40 cm, Mutu Beton K-450

lembar m2 m2 lembar lembar liter m m

RGA SATUAN BAHAN

HARGA SATUAN

KETERANGAN

(Rp.) Rp Rp

100,000.00 700.00

Rp Rp Rp

9,100.00 8,800.00 20,900.00

Rp Rp

310,000.00 127,000.00

Rp

208,000.00

Rp

1,022,400.00

PT. Adhimix Precast

Rp

1,050,000.00

PT. Dumai Jaya Beton

Rp

-

Kemenhub 2014

Rp

913,000.00

Kemenhub 2014

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

741,510.00 57,000.00 20,000.00 567,376.26 595,508.76 200,000.00 4,600.00 7,000.00 19,000.00 40,000.00 51,000.00 2,698,000.00 1,883,000.00 1,510,000.00 13,500.00 2,700.00 16,500.00 17,500.00

Kemenhub 2014

WIKA Beton WIKA Beton PT. Dumai Jaya Beton


51,000.00 49,500.00 180,000.00 67,000.00 51,000.00 17,600.00 2,248,000.00 899,200.00

Kemenhub 2014 Kemenhub 2014

BESI BETON POLOS & ULIR UKURAN (mm) 6 8 9 10 12 13 16 19 22 25 28 29 32 36

BERAT (Kg) 0.222 0.395 0.5 0.617 0.888 1.04 1.578 2.223 2.985 3.853 4.83 5.185 6.313 7.99

6p 8p 9p 10p 12p 13p 16p 16p 19p 22p 25p 28p 29p 32p 36p

0.22 0.4 0.5 0.62 0.89 1.04 1.57 1.58 2.23 2.98 3.85 4.83 5.19 6.31 7.99

REKAP RENCANA ANGGARAN BIAYA (SWS) ENGINEERING PROCUREMENT & CONSTRUCTION PERTAMINA RU II

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