RAB WORKSHOP WHEEL TYPE (KOSONG)

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Transcript of RAB WORKSHOP WHEEL TYPE (KOSONG)

NO.1

URAIAN PEKERJAAN 2Rp.

JUMLAH HARGA 3 -

A PEK. PERSIAPAN B PEKERJAAN STRUKTUR BETON DAN BAJA I PEK.PONDASI II PEK TIANG, BALOK, DINGDING & LANTAI III PEK. KUDA - KUDA & ATAP IV PEK. FINISHING C PEKERJAAN ARSITEKTUR I AREA PABRIKASI II AREA WH COMPONEN III AREA OIL STORAGE IV AREA TYRE CHANGE D PEKERJAAN PLUMBING

Rp. Rp. Rp. Rp.

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Rp. Rp. Rp. Rp. Rp.

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Total Jasa 10 % Grand Total Dibulatkan

Rp. Rp. Rp. Rp.

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NO.

URAIAN PEKERJAAN

VOLUME

SAT

HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

A 1

2

3

4 5 6

7

8

9 10

11 12

13

PEK. PERSIAPAN Mobilisasi dan Demobilisasi a. Pekerja b. Material c. Alat kerja Proyek management Biaya Jamsostek, Asuransi Medikal Check Up untuk Para Pekerja a. Biaya personil b. Biaya administrasi lapangan - Administrasi teknik - Komputer - Printer Biaya umum lapangan a. Transportasi b. Konsumsi Pengadaan listrik kerja Pengadaan air kerja Fasilitas lapangan a. Mess pekerja b. Peralatan mess c. Komunikasi d. Direksi kit e. Gudang f. Barak pekerja g. Telephone h. dll Transportasi a. Pekerja b. Material Alat-alat keselamatan a. APD b. Fire protection c. P3k Keamanan proyek Administrasi a. Laporan kemajuan proyek b. Foto-foto progress c. Rapat - rapat proyek Kebersihan lokasi proyek Biaya pengujian dan dan commisioning a. Trial mix b. Sand cone test Dokumen; a. Penyiapa dokument kontrak b. Perizinan c. SKT d. SIUJP e. Brosur-brosur f. Shop drawing g. As build drawing h. dll

1.00 1.00 1.00

Ls Ls Ls

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1.00

Ls

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1.00 1.00 1.00

Ls Ls Ls

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1.00

Ls

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1.00

Ls

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1.00 1.00

Ls Ls

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1.00 1.00

Ls Ls

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1.00

Ls

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Sub Jumlah I

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Page 2 of 24

NO.

URAIAN PEKERJAAN

VOLUME

SAT

HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

B I 1 2 3 4 5 5 6

7

8

9

PEKERJAAN STRUKTUR BETON DAN BAJA PEK.PONDASI Pengukuran dan pasang bouwplank Galian Tanah Timbunan tanah kembali Timbunan dan pemadatan pasir t = 10 cm Pekerjaan Peninggian Elevasi Area Oil Storage h=1 meter Lantai kerja 1 : 3 : 5 t = 5 cm Pondasi Menerus ; lebar = 1,8 m a. Beton 1 : 2 : 3 b. Bekesting c. Besi d. Angkur dia. 25 mm L = 130 cm e. Plat t = 16 mm Pondasi Menerus ; lebar = 1,6 m a. Beton 1 : 2 : 3 b. Bekesting c. Besi d. Angkur dia. 25 mm L = 130 cm e. Plat t = 16 mm Sloof 200/300 cm (S1) a. Beton 1 : 2 : 3 b. Bekesting c. Besi Sloof 20/1300 cm (S2) a. Beton 1 : 2 : 3 b. Bekesting c. Besi PEK TIANG, BALOK, DINGDING & LANTAI Kolom baja WF 600 X 300 Kolom baja H Beam 350 x 350 Kolom baja WF. 300x150 (Oil Storage) Kolom baja WF Beam 250 x 125 Gelagar balok a. WF 250x 125 b. Besi siku L 60x60 c. Plat 6 mm Pekerjaan Lantai Bangunan Utama a. Pekerjaan timbunan pasir t = 10 cm b. Pekerjaan lantai rabat beton t = 5 cm c. Beton 1 : 2 : 3 t = 30 cm d. Bekesting e. Besi wiremesh M8 2 lapis f. Finishing Lantai Floor Hardener Sika (1m2=5Kg) Pekerjaan Lantai Apron + Tyre Change a. Pekerjaan timbunan pasir t = 10 cm b. Pekerjaan lantai rabat beton t = 5 cm c. Beton 1 : 2 : 3 t = 30 cm d. Bekesting e. Besi wiremesh M8 2 lapis Pekerjaan saluran drainase keliling lebar = 30 cm Pekerjaan bak kontrol

426.00 1,044.00 569.03 82.20 450.00 41.10 188.78 292.80 16,694.30 132.00 1,492.13 128.09 228.77 11,732.53 104.00 811.06 27.00 270.00 4,286.28 7.80 78.00 911.58

M' M3 M3 M3 M3 M3 M3 M2 KG BH KG M3 M2 KG BH KG M3 M2 KG M3 M2 KG Sub Jumlah I

-

II 1 2 3 4 5

48,667.30 27,276.70 976.22 3,696.45 27,525.00 2,916.00 4,472.73 405.00 202.50 1,215.00 90.00 54,520.59

KG KG KG KG KG KG KG M3 M3 M3 M2 KG

6

7

8 9

459.00 229.50 1,377.00 90.00 61,790.00 390.00 12.00

M3 M3 M3 M2 KG M' BH Sub Jumlah II

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Page 3 of 24

NO. III

URAIAN PEKERJAAN PEKERJAAN KUDA KUDA DAN ATAP 1 Bangunan Utama a. Kuda - kuda baja WF 350 x 176 b. Gording CNP 200 x 75 x 20 x 3 c. Trekstang dia. 12 mm & ikatan angin dia.16 mm d. Besi plat dia 16,12,8,6 mm e. Pekerjaan penutup atap zincalum t = 0,35 mm f. Pekerjaan bubungan atap zincalum g. Rangka talang siku 40x40x5 2 Bangunan Oil Storage a. Kuda - kuda baja WF 300 x 150 b. Gording CNP 200 x 75 x 20 x 3 c. Trekstang dia. 12 mm & ikatan angin dia.16 mm d. Besi plat dia 16,12,8,6 mm e. Pekerjaan penutup atap zincalum t = 0,35 mm f. Pekerjaan Flashing Seng Plat t=0,4

VOLUME

SAT

HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

18,932.32 28,880.64 2,669.86 2,912.90 4,788.60 138.00 820.82

KG KG KG KG M2 M' KG

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4,238.85 3,740.88 227.49 247.28 544.50 33.00

KG KG KG KG M2 M' Sub Jumlah III

Sub Jumlah IV -

IV

PEKERJAAN FINISHING 1 Pek. Cat zincromate

177,225.20

KG

C I

PEKERJAAN ARSITEKTUR AREA PABRIKASI 1 Pekerjaan Dinding Cladding Zincalume a. Cnp 200.75.20.2,3 b. Ikatan Angin Besi Dia. 8mm c. Zincalume t=0,4 d. Cat Baja 2 Pekerjaan Dinding Bata 1:4 a. Pasangan Bata b. Kolom Praktis 15cmx15cm - Beton 1 : 2 : 3 t = 30 cm - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm c. Ring Balok 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm d. Plester Aci e. Cat Dinding Bata Luar Dalam AREA WH COMPONEN 1 Pekerjaan Dinding Cladding Zincalume a. Cnp 200.75.20.2,3 b. Ikatan Angin Besi Dia. 8mm c. Zincalume t=0,4 d. Cat Baja 2 Pekerjaan Pintu Baja Uk. 5mx12m 3 Pekerjaan Dinding Bata 1:4 a. Pasangan Bata b. Kolom Praktis 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm c. Ring Balok 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm d. Plester Aci e. Cat Dinding Bata Luar Dalam

3,655.80 142.20 851.92 3,798.00 379.95 1.91 25.50 200.17 3.04 40.50 317.96 759.90 759.90

KG KG M2 KG M2 M3 M2 KG M3 M2 KG M2 M2

-

-

-

-

Sub Jumlah I II

460.36 8.16 66.50 468.52 1.00 1,101.99 7.29 97.20 763.08 8.26 110.10 864.38 2,203.98 2,203.98

KG KG M2 KG UNIT M2 M3 M2 KG M3 M2 KG M2 M2

-

-

Sub Jumlah II

Page 4 of 24

NO. III

URAIAN PEKERJAAN AREA OIL STORAGE 1 Pekerjaan Dinding Bata 1:4 a. Pasangan Bata b. Kolom Praktis 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm c. Ring Balok 15cmx15cm - Beton 1 : 2 : 3 - Bekesting - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm d. Plester Aci e. Cat Dinding Bata Luar Dalam 2 Pekerjaan Pintu Baja Uk. 3mx5m Sliding Material : Rangka L.40.40, L.30.30.3 Plat 3mm + Handle Besi dia.16mm + Rel Roda AREA TYRE CHANGE Rafter Wf. 350.175 Cnp 200.75.20.2,3 Ikatan Angin Besi Dia. 8mm Bracing Besi Dia. 16mm Klip Gording Plat 6mm Plat Joint 16mm Stifener Plat 8mm Turnbuckles Dia.16mm Besi Beton Dia. 16mm Penguat Rafter Zincalume t=0,4 Pekerjaan Flashing Seng Plat t=0,4

VOLUME

SAT

HARGA SATUAN (Rp)

HARGA TOTAL (Rp)

285.86 1.94 25.80 202.55 1.35 18.00 141.32 571.71 571.71 1.00

M2 M3 M2 KG M3 M2 KG M2 M2 UNIT

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-

Sub Jumlah III IV 1 2 3 4 5 6 7 8 9 10 11 2,187.36 1,117.05 29.86 61.62 21.64 211.01 53.85 6.00 88.48 207.90 33.00 KG KG KG KG KG KG KG BH KG M2 M' Sub Jumlah IV D PEKERJAAN PLUMBING 1 Talang datar fiberglass t = 3mm 2 Talang tegak PVC pipe dia. 4" & aksesories 309.00 396.00 M' M' Sub Jumlah D -

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-

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Page 5 of 24

DAFTAR ANALISIS PEKERJAAN1 analisa 1m2 membersihkan lapangan dan perataan 0.1 0.05 oh oh pekerja mandor Jasa 10% Total @. Rp. @. Rp. 25,000.00 = Rp. 40,000.00 = Rp. JML

5 Analisa 1m' Pengukuran dan Pasangan Bouwplank 0.0012 Kayu meranti 5/7 @. Rp. m 0.0200 kg Paku @. Rp. 0.0070 Papan kayu @. Rp. m 0.1000 org/hr Tukang kayu @. Rp. 0.0100 org/hr Kepala tukang kayu @. Rp. 0.1000 org/hr Pekerja @. Rp. 0.0050 org/hr Mandor @. Rp. Jasa 10%

4,000,000.00 15,000.00 900,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

6 Analisa 1 m3 Urug Pasir 1.1000 m3 Pasir Urug 0.3000 org/hr Pekerja 0.0100 org/hr Mandor Jasa 10%

@. Rp. @. Rp. @. Rp.

60,000.00 = Rp. 25,000.00 = Rp. 40,000.00 = Rp. Jumlah

7 analisa 1m3 galian tanah biasa sedalam 1meter 0.400 oh pekerja 0.040 oh mandor Jasa 10%

@. Rp. @. Rp.

25,000.00 = Rp. 40,000.00 = Rp. JML

13 Analisa 1 m3 Urugan kembali tanah bekas galian 0.1920 org/hr Pekerja 0.0190 org/hr Mandor Jasa 10%

@. Rp. @. Rp.

25,000.00 = Rp. 40,000.00 = Rp. Jumlah

21 Analisa 1m3 Pasangan Batu kali Camp. 1pc : 3kp : 10ps 1.1000 m3 Batu belah 15/20 @. Rp. 61.0000 kg Semen PC @. Rp. 0.1470 m3 Kapur @. Rp.

70,000.00 = Rp. 1,300.00 = Rp. 225,000.00 = Rp.

0.4920 0.6000 0.0600 1.5000 0.0750

m3 org/hr org/hr org/hr org/hr

Pasir pasang Tukang Batu Kepala Tukang Batu Pekerja Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

75,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

25 analisa 1 m2 pas.bata 1/2 batu bata 1pc : 4ps 70.000 bh bata merah 5x11x22 11.500 kg PC 0.043 m3 pasir pasang 0.100 oh tk.batu 0.010 oh kep.tk.batu 0.320 oh pekerja 0.015 oh mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

600.00 1,300.00 75,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. JML

29 Analisa 1 m2 Plesteran 1pc : 4ps,tbl 150mm 5.2000 kg Semen PC 0.0200 m3 Pasir 0.1500 org/hr Tukang batu 0.0150 org/hr Kepala tukang batu 0.2000 org/hr Pekerja 0.0100 org/hr Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

1,300.00 75,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

31 Analisa 1 m2 Keramik 30 x 30 camp 1 : 4 1.0000 m2 Keramik 0.9000 kg Semen warna 0.0230 m3 Pasir 4.0800 kg Semen PC 0.1200 org Tukang batu 0.0120 org Kepala tukang batu 0.2500 org Pekerja 0.0125 org Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

30,000.00 9,000.00 75,000.00 1,300.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

32 Analisa 1 m2 Keramik 20 x 20 1.0000 m2 Keramik 0.0090 m3 Pasir 3.7600 kg Semen 0.6000 org Tukang batu 0.0600 org Kepala Tukang batu 0.5000 org Pekerja

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

25,000.00 75,000.00 1,300.00 30,000.00 35,000.00 25,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

0.0250

org

Mandor Jasa 10%

@. Rp.

40,000.00 = Rp. Jumlah

35 Analisa 1 m3 Kusen jati 1.1000 m3 Kayu jati 18.0000 org Tukang kayu 2.0000 org Kepala Tukang Kayu 6.0000 org Pekerja 0.3000 org Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

9,000,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

36 Analisa 1 m2 Panil Pintu jati 0.0400 m3 Kayu jati 2.5000 org Tukang Kayu 0.2500 org Kepala Tukang Kayu 1.0000 org Pekerja 0.0500 org Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

11,000,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

37 analisa 1 m2 daun jendela kaca 0.035 m3 kayu bengkirai 0.800 m2 kaca polos 5 mm 2.000 oh tk.kayu 0.200 oh kep.tk.kayu 0.800 oh pekerja 0.040 oh mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

7,000,000.00 99,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. JML

32 Analisa 1 m3 konstruksi atap (gording,nok,jurai,ikatan angin,gapit) kayu bengkirai 1.1000 m3 Kayu Bengkirai @. Rp. 7,000,000.00 = Rp. 0.4000 kg Paku @. Rp. 15,000.00 = Rp. 7.5000 kg besi strip @. Rp. 9,000.00 = Rp. 20.0000 org/hr Tukang kayu @. Rp. 30,000.00 = Rp. 2.0000 org/hr Kepala tukang kayu @. Rp. 35,000.00 = Rp. 6.7000 org/hr Pekerja @. Rp. 25,000.00 = Rp. 0.3400 org/hr Mandor @. Rp. 40,000.00 = Rp. JML Jasa 10%

35 Analisa 1 m2 usuk 5/7 Bengkirai dan reng 2/3 bengkirai jarak 40 cm 2.2 m' usuk 5/7 bengkirai @. Rp. 30,000.00 = Rp. 4.500 m' Reng 2/3 bengkirai @. Rp. 3,500.00 = Rp. 0.150 kg Paku usuk @. Rp. 15,000.00 = Rp.

0.100 0.100 0.010 0.100 0.005

kg org/hr org/hr org/hr org/hr

Paku reng Tukang kayu Kepala tukang kayu Pekerja Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

15,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

36 Analisa 1 m' Lisplank kayu bengkirai 2 x 20 0.0060 m3 Kayu papan bengkirai 0.0600 kg Paku 0.1000 org/hr Tukang kayu 0.0100 org/hr Kepala tukang kayu 0.1000 org/hr Pekerrja 0.0500 org/hr Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

8,625,000.00 15,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

37 Analisa 1 m2 Penutup atap genteng beton 10.0000 bh Genteng 0.0600 org/hr Tukang kayu 0.0060 org/hr Kepala tukang kayu 0.1500 org/hr Pekerrja 0.0080 org/hr Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

5,000.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

25 analisis 1m' bubungan genteng beton 5 bh bubungan 8 kg pc 0.03 m3 pasir 0.2 oh tk kayu 0.02 oh kep.tk kayu 0.4 oh pekerja 0 oh mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

10,500 = Rp. 1,300 = Rp. 75,000 = Rp. 30000 = Rp. 35000 = Rp. 25000 = Rp. 40000 = Rp. jumlah

22 Analisa Plafond Gypsum Rangka kayu 0.0110 m3 Kayu bengkirai 0.3819 lb Gypsum 0.1800 kg Paku usuk 0.0100 kg Paku eternit 0.5600 org Tukang kayu 0.0560 org Kepala tukang kayu 0.3750 org Pekerja 0.0340 org Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

7,000,000.00 50,000.00 15,000.00 17,500.00 30,000.00 35,000.00 25,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

29

analisis 1m2 mengecat tembok (1 lps plamir,1lps cat dasar,2 lps cat penutup)/2 lps 0.1 kg plamur [email protected] 10,000 .=.Rp. 0.1 kg cat dasar [email protected] 20,000 .=.Rp. 0.26 kg cat penutup 2x [email protected] 20,000 .=.Rp. 0.06 oh tukang cat [email protected] 30000 .=.Rp. 0.01 oh kep tk cat [email protected] 35000 .=.Rp. 0.02 oh pekerja [email protected] 25000 .=.Rp. 0 oh mandor [email protected] 40000 .=.Rp. jumlah Jasa 10%

30

analisis 1m2 mengecat kayu (1 lps plamir,1lps cat dasar,2 lps cat penutup)/2 lps 0.17 kg cat dasar [email protected] 55,000 .=.Rp. 0.26 kg cat penutup 2x [email protected] 55,000 .=.Rp. 0.15 kg plamir [email protected] 12,000 .=.Rp. 0.2 kg meni [email protected] 14,500 .=.Rp. 0.01 oh tukang cat [email protected] 30000 .=.Rp. 0.01 oh kep tk cat [email protected] 35000 .=.Rp. 0.07 oh pekerja [email protected] 25000 .=.Rp. 0 oh mandor [email protected] 40000 .=.Rp. jumlah Jasa 10%

31 analisis 1m3 beton camp 1:3:5 0.87 m3 split 0.52 m3 pasir 218 kg pc 0.25 oh tk batu 0.03 oh kep tk batu 1.65 oh pekerja 0.08 oh mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

350,000 .=.Rp. 75,000 .=.Rp. 1,300 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

32 analisis 1m3 beton camp 1:2:3 0.81 m3 split 0.54 m3 pasir 336 kg pc 0.35 oh tk batu 0.04 oh kep tk batu 2 oh pekerja 1 oh mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

350,000 .=.Rp. 75,000 .=.Rp. 1,300 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

33 analisis 1m2 pasang bekisting sloof 0.05 m3 papan kayu tahun 0.3 kg paku

[email protected] [email protected]

900,000 15,000

.=.Rp. .=.Rp.

0.1 lt 0.26 oh 0.03 oh 0.3 oh 0.01 oh

minyak bekesting tk kayu kep tk kayu pekerja mandor Jasa 10%

[email protected] [email protected] [email protected]Rp. [email protected] [email protected]

10,000 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

34 analisis 1m2 pasang bekisting untuk pondasi 0.04 m3 papan kayu tahun 0.3 kg paku 0.1 lt minyak bekesting 0.26 oh tk kayu 0.03 oh kep tk kayu 0.3 oh pekerja 0.01 oh mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

900,000 .=.Rp. 15,000 .=.Rp. 10,000 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

35 analisis 1m2 pasang bekisting untuk kolom 0.04 m3 papan kayu tahun 0.4 kg paku 0.2 lt minyak bekesting 0.02 m3 balok kruing 0.35 lbr plywood tbl 9mm 20 btg kayu dolken D 8 - 10 0.33 oh tk kayu 0.03 oh kep tk kayu 0.3 oh pekerja 0.01 oh mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

900,000 .=.Rp. 15,000 .=.Rp. 10,000 .=.Rp. 5,250,000 .=.Rp. 100,000 .=.Rp. 8,000 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

36 analisis 1m2 pasang bekisting untuk balok beton 0.04 m3 papan kayu tahun 0.4 kg paku 0.2 lt minyak bekesting 0.02 m3 balok kruing 0.35 lbr plywood tbl 9mm 16 btg kayu dolken D 8 - 10 0.33 oh tk kayu 0.03 oh kep tk kayu 0.32 oh pekerja 0.01 oh mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

900,000 .=.Rp. 15,000 .=.Rp. 10,000 .=.Rp. 5,250,000 .=.Rp. 100,000 .=.Rp. 8,000 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

37 analisis 1m2 pasang bekisting untuk tangga 0.03 m3 papan kayu tahun 0.4 kg paku

[email protected] [email protected]

900,000 15,000

.=.Rp. .=.Rp.

0.2 lt 0.02 m3 0.35 lbr 14 btg 0.33 oh 0.03 oh 0.32 oh 0.01 oh

minyak bekesting balok kruing plywood tbl 9mm kayu dolken D 8 - 10 tk kayu kep tk kayu pekerja mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

10,000 .=.Rp. 5,250,000 .=.Rp. 100,000 .=.Rp. 8,000 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

39 analisis mengerjakan 1kg besi beton polos 1.05 kg besi beton 0.02 kg bendrat 0.01 oh tk besi 0 oh kep tk besi 0.01 oh pekerja 0 oh mandor Jasa 10%

[email protected] [email protected] [email protected] [email protected] [email protected] [email protected]

8,000 .=.Rp. 15,000 .=.Rp. 30000 .=.Rp. 35000 .=.Rp. 25000 .=.Rp. 40000 .=.Rp. jumlah

24 Analisa Pipa PVC 4" Saluran Air 1.0500 m1 Pipa PVC 4" 1.0000 ls Perlengkapan 0.1350 org/hr Tukang Batu 0.0810 org/hr Pekerja 0.0135 org/hr Kepala tukang batu 0.0041 org/hr Mandor Jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

30,000.00 10,000.00 30,000.00 25,000.00 35,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

26 Analisa Pipa PVC 2" Saluran Air 1.0500 m3 Pipa PVC 2" 1.0000 ls Perlengkapan 0.1350 org/hr Tukang Batu 0.0810 org/hr Pekerja 0.0135 org/hr Kepala tukang batu 0.0041 org/hr Mandor jasa 10%

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

20,350.00 10,000.00 30,000.00 25,000.00 35,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

28 Analisa Pipa PVC 1" Saluran Air 1.0500 m3 Pipa PVC 1" 1.0000 ls Perlengkapan 0.1350 org/hr Tukang Batu 0.0810 org/hr Pekerja 0.0135 org/hr Kepala tukang batu 0.0041 org/hr Mandor

@. Rp. @. Rp. @. Rp. @. Rp. @. Rp. @. Rp.

4,500.00 10,000.00 30,000.00 25,000.00 35,000.00 40,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. Jumlah

Jasa 10%

52 analisa pekerjaan 1 m3 beton bertulang sloof 150 kg besi 1 m3 beton 1 unit bekisiting

[email protected] [email protected] [email protected]

9,951.15 = Rp. 948,777.50 = Rp. 68,651.00 = Rp. jumlah

52 analisa pekerjaan 1 m3 beton bertulang kolom 150 kg besi 1 m3 beton 1 unit bekisiting

[email protected] [email protected] [email protected]

9,951.15 = Rp. 948,777.50 = Rp. 321,799.50 = Rp. jumlah

52 analisa pekerjaan 1 m3 beton bertulang balok 150 kg besi 1 m3 beton 1 unit bekisiting

[email protected] [email protected] [email protected]

9,951.15 = Rp. 948,777.50 = Rp. 335,549.50 = Rp. jumlah

52 analisa pekerjaan 1 m3 beton bertulang plat tangga 150 kg besi [email protected] 1 m3 beton [email protected] 1 unit bekisiting [email protected]

9,951.15 = Rp. 948,777.50 = Rp. 308,049.50 = Rp. jumlah

Rp2,500.00 Rp2,000.00 Rp4,500.00 Rp450.00 Rp4,950.00

Rp4,800.00 Rp300.00 Rp6,300.00 Rp3,000.00 Rp350.00 Rp2,500.00 Rp200.00 Rp17,450.00 Rp1,745.00 Rp19,195.00

66,000.00 7,500.00 400.00 Rp73,900.00 Rp7,390.00 Rp81,290.00

10,000.000 1,600.000 Rp11,600.00 Rp1,160.00 Rp12,760.00

4,800.00 760.00 Rp5,560.00 Rp556.00 Rp6,116.00

77,000.00 79,300.00 33,075.00

36,900.00 18,000.00 2,100.00 37,500.00 3,000.00 Rp286,875.00 Rp28,687.50 Rp315,562.50

42,000.000 14,950.000 3,225.000 3,000.000 350.000 8,000.000 600.000 Rp72,125.00 Rp7,212.50 Rp79,337.50

6,760.00 1,500.00 4,500.00 525.00 5,000.00 400.00 Rp18,685.00 Rp1,868.50 Rp20,553.50

30,000.00 8,100.00 1,725.00 5,304.00 3,600.00 420.00 6,250.00 500.00 Rp55,899.00 Rp5,589.90 Rp61,488.90

25,000.00 675.00 4,888.00 18,000.00 2,100.00 12,500.00

1,000.00 Rp64,163.00 Rp6,416.30 Rp70,579.30

9,900,000.00 540,000.00 70,000.00 150,000.00 12,000.00 Rp10,672,000.00 Rp1,067,200.00 Rp11,739,200.00

440,000.00 75,000.00 8,750.00 25,000.00 2,000.00 Rp550,750.00 Rp55,075.00 Rp605,825.00

245,000.00 79,200.00 60,000.00 7,000.00 20,000.00 1,600.00 Rp412,800.00 Rp41,280.00 Rp454,080.00

7,700,000.00 6,000.00 67,500.00 600,000.00 70,000.00 167,500.00 13,600.00 Rp8,624,600.00 Rp862,460.00 Rp9,487,060.00

66,000.000 15,750.000 2,250.000

1,500.000 3,000.000 350.000 2,500.000 200.000 Rp91,550.00 Rp9,155.00 Rp100,705.00

51,750.00 900.00 3,000.00 350.00 2,500.00 2,000.00 Rp60,500.00 Rp6,050.00 Rp66,550.00

50,000.00 1,800.00 210.00 3,750.00 320.00 Rp56,080.00 Rp5,608.00 Rp61,688.00

52,500.00 10,400.00 2,400.00 6,000.00 700.00 10,000.00 80.00 Rp82,080.00 Rp8,208.00 Rp90,288.00

77,000.00 19,095.00 2,700.00 175.00 16,800.00 1,960.00 9,375.00 1,360.00 Rp128,465.00 Rp12,846.50

Rp141,311.50

1,000.00 2,000.00 5,200.00 1,890.00 220.50 500.00 100.00 Rp10,910.50 Rp1,091.05 Rp12,001.55

9,350.00 14,300.00 1,800.00 2,900.00 270.00 210.00 1,750.00 100.00 Rp30,680.00 Rp3,068.00 Rp33,748.00

304,500.00 39,000.00 283,400.00 7,500.00 875.00 41,250.00 3,200.00 Rp679,725.00 Rp67,972.50 Rp747,697.50

283,500.00 40,500.00 436,800.00 10,500.00 1,225.00 50,000.00 40,000.00 Rp862,525.00 Rp86,252.50 Rp948,777.50

40,500.00 4,500.00

1,000.00 7,800.00 910.00 7,500.00 200.00 Rp62,410.00 Rp6,241.00 Rp68,651.00

36,000.00 4,500.00 1,000.00 7,800.00 910.00 7,500.00 200.00 Rp57,910.00 Rp5,791.00 Rp63,701.00

36,000.00 6,000.00 2,000.00 78,750.00 35,000.00 160,000.00 9,900.00 1,155.00 7,500.00 240.00 Rp292,545.00 Rp29,254.50 Rp321,799.50

36,000.00 6,000.00 2,000.00 78,750.00 35,000.00 128,000.00 9,900.00 1,155.00 8,000.00 240.00 Rp305,045.00 Rp30,504.50 Rp335,549.50

27,000.00 6,000.00

2,000.00 78,750.00 35,000.00 112,000.00 9,900.00 1,155.00 8,000.00 240.00 Rp280,045.00 Rp28,004.50 Rp308,049.50

8,400.00 225.00 210.00 24.50 175.00 12.00 Rp9,046.50 Rp904.65 Rp9,951.15

31,500.00 10,000.00 4,050.00 2,025.00 472.50 164.00 Rp48,211.50 Rp4,821.15 Rp53,032.65

21,367.50 10,000.00 4,050.00 2,025.00 472.50 164.00 Rp38,079.00 Rp3,807.90 Rp41,886.90

4,725.00 10,000.00 4,050.00 2,025.00 472.50 164.00 Rp21,436.50

Rp2,143.65 Rp23,580.15

1,492,672.50 948,777.50 68,651.00 Rp2,510,101.00

1,492,672.50 948,777.50 321,799.50 Rp2,763,249.50

1,492,672.50 948,777.50 335,549.50 Rp2,776,999.50

1,492,672.50 948,777.50 308,049.50 Rp2,749,499.50

DAFTAR HARGA UPAH TENAGA DAN BAHANDAFTAR HARGA UPAH PEKERJANO 1 2 3 4 5 6 7 8 9 10 MACAM PEKERJAAN Tukang batu Tukang kayu Tukang besi Tukang cat Kepala tukang batu Kepala tukang kayu Kepala tukang besi Kepala tukang cat Pekerja Mandor HARGA UPAH Rp org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr org/hr SATUAN 30,000.00 30,000.00 30,000.00 30,000.00 35,000.00 35,000.00 35,000.00 35,000.00 25,000.00 40,000.00

DAFTAR HARGA BAHAN / MATERIALNO 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 49 50 51 52 53 JENIS BAHAN BANGUNAN Pasir urug Tanah urug Pasir pasang Split 2/3 Batu kali Batu putih Semen (PC) Semen Warna Besi beton Kawat bendrat Multiplex 9 mm Taekwood Papan bekisting/papan kayu tahun kayu perancah/ dolken Bata merah besar Kapur pasang Genteng beton genteng tanah godean Bubungan genteng beton bubungan genteng tanah godean keramik 40 x 40 KIA keramik 30 x 30 KIA Keramik 20 x 20 KIA Keramik 20 x 25 KIA Stepnose 10 x 30 Roman Cat tembok catylac Gypsumboard kayu terentang begisting Kayu balok kruing Kayu balok meranti Kayu balok bengkirai Kayu papan bengkirai Papan jati wonosari Kayu balok jati wonosari Kayu balok kamper kayu papan kamper Reng 2/3 bengkirai Reng 2/3 kruing Reng 2/3 meranti Reng 2/3 kamper Reng jati 2/3 Pipa PVC dia 4" wavin Pipa PVC dia 3 " wavin Pipa PVC dia 2" wavin Pipa PVC dia 1 1/2" Pipa PVC dia 1" Pipa PVC dia 3/4" Pipa PVC dia 1/2" Paku usuk Paku reng Paku eternit Paku asbes plamur kayu SATUAN m m m m m m kg kg kg kg lbr m m bh bh m bh bh bh bh m m m m m kg lbr m m m m m m m m m m m m m m m m m m m m m kg kg kg bh kg HARGA BAHAN Rp 60,000 35,000 75,000 350,000 70,000 75,000 1,300 9,000 8,000 15,000 100,000 100,000 900,000 8,000 600 225,000 5,000 800 10,500 2,500 40,000 30,000 25,000 25,000 47,500 20,000 50,000 900,000 5,250,000 4,000,000 7,000,000 8,625,000 11,000,000 9,000,000 4,715,000 5,865,000 3,500 2,750 2,750 2,750 4,000 30,000 17,500 20,350 9,000 4,500 3,000 2,000 15,000 15,000 17,500 750 12,000

54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104

plamur tembok Cat kayu Emco Lux Minyak bekisting Minyak cat meni kayu meni besi Amplas Engsel jendela standar Engsel pintu standar Kunci 2 slaag standar Kunci KM (WC) bulat lengkap Grendel jendela Tarikan jendela Hak angin jendela Triplek 4 mm Lis kayu profil 5 cm Lis kayu 1/4 Floor drain KM (WC) Kitchen sink alumunium Kran air dapur tipe bebek Kran air dapur tipe bebek Keni diameter 1/2 inchi Keni diameter 3/4 inchi Keni diameter 2 inchi Keni diameter 4 inchi Tee diameter 1/2 inchi Tee diameter 3/4 inchi Tee reducer diameter 2 inchi sampai dengan 4 inchi Tee reducer diameter 3 inchi sampai dengan 4 inchi Lampu taman 40 watt lengkap dengan tiang besi Daun pintu dan kusen PVC (pabrikasi) panel listrik dan asesoris eternit kaca bening 5 mm kaca bening 3 mm paving block k175 tbl 8 cm besi strip kloset duduk kloset jongkok porselen urinoir wastafel pipa besi galvanis dia. 0,5" ( 6 m') pipa besi galvanis dia. 0,75" ( 6 m') pipa besi galvanis dia. 1" ( 6 m') pipa besi galvanis dia. 1,5" ( 6 m') batu candi 10 x 10 kayu jawa kayu glugu baja ringan kayu bowplank seng gelombang

kg kg ltr kg kg kg lbr bh bh bh bh bh bh bh lbr m m bh bh bh bh bh bh bh bh bh bh bh bh bh bh bh lbr m m m kg bh bh bh bh btg btg btg btg m m m m lbr

10,000 55,000 10,000 9,000 14,500 14,500 2,000 10,000 10,000 100,000 75,000 16,000 10,000 8,000 41,000 12,000 9,000 25,000 250,000 30,000 50,000 2,500 3,500 8,000 15,000 3,500 4,500 45,000 55,000 22,500 500,000 175,000 12,000 50,000 45,000 48,000 9,000 1,500,000 150,000 975,000.00 750,000.00 108,000.00 150,000.00 215,000.00 350,000.00 75,000.00 3000000 2500000 200000 500000 75,000.00

18000 25000 35833.33 58333.33

PARTISI GYPSUM 105 jayaboard (9x120x240) 106 elephant (9x120x240) KACA kaca bening polos 3mm kaca bening polos 5mm kaca riben 3mm kaca riben 5mm kaca cermin 3mm kaca cermin 5mm kaca es 3mm kaca es 5mm kaca tempered polos 8mm kaca tempered polos 10mm kaca tempered polos 12mm CAT Catylac Vinilex Jotun Dulux

lbr lbr

52,000.00 51,000.00

m m m m m m m m m m m

71,500.00 99,000.00 95,700.00 124,300.00 139,700.00 181,500.00 99,000.00 117,700.00 715,000.00 770,000.00 850,000.00

kg kg kg kg

20,000.00 15,000.00 60,000.00 40,000.00