RAB WORKSHOP WHEEL TYPE (KOSONG)

NO. URAIAN PEKERJAAN JUMLAH HARGA

1 2 3A PEK. PERSIAPAN Rp. -

B PEKERJAAN STRUKTUR BETON DAN BAJAI PEK.PONDASI Rp. -

II PEK TIANG, BALOK, DINGDING & LANTAI Rp. - III PEK. KUDA - KUDA & ATAP Rp. - IV PEK. FINISHING Rp. -

C PEKERJAAN ARSITEKTURI AREA PABRIKASI Rp. -

II AREA WH COMPONEN Rp. - III AREA OIL STORAGE Rp. - IV AREA TYRE CHANGE Rp. -

D PEKERJAAN PLUMBING Rp. -

Total Rp. - Jasa 10 % Rp. - Grand Total Rp. -

Dibulatkan Rp. -

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HARGA SATUAN HARGA TOTALNO. URAIAN PEKERJAAN VOLUME SAT

(Rp) (Rp)

A PEK. PERSIAPAN1 Mobilisasi dan Demobilisasi 1.00 Ls -

a. Pekerjab. Material 1.00 Ls - c. Alat kerja

2 Proyek management 1.00 Ls - Biaya Jamsostek, Asuransi Medikal Check Up untuk Para Pekerjaa. Biaya personilb. Biaya administrasi lapangan- Administrasi teknik- Komputer- Printer

3 Biaya umum lapangan 1.00 Ls - a. Transportasib. Konsumsi

4 Pengadaan listrik kerja 1.00 Ls - 5 Pengadaan air kerja 1.00 Ls - 6 Fasilitas lapangan 1.00 Ls -

a. Mess pekerjab. Peralatan messc. Komunikasid. Direksi kite. Gudangf. Barak pekerja g. Telephoneh. dll

7 Transportasi 1.00 Ls - a. Pekerjab. Material

8 Alat-alat keselamatan 1.00 Ls - a. APDb. Fire protectionc. P3k

9 Keamanan proyek 1.00 Ls - 10 Administrasi 1.00 Ls -

a. Laporan kemajuan proyekb. Foto-foto progressc. Rapat - rapat proyek

11 Kebersihan lokasi proyek 1.00 Ls - 12 Biaya pengujian dan dan commisioning 1.00 Ls -

a. Trial mixb. Sand cone test

13 Dokumen; 1.00 Ls - a. Penyiapa dokument kontrakb. Perizinanc. SKTd. SIUJPe. Brosur-brosurf. Shop drawingg. As build drawingh. dll

Sub Jumlah I -

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(Rp) (Rp)

B PEKERJAAN STRUKTUR BETON DAN BAJAI PEK.PONDASI

1 Pengukuran dan pasang bouwplank 426.00 M' - 2 Galian Tanah 1,044.00 M3 - 3 Timbunan tanah kembali 569.03 M3 - 4 Timbunan dan pemadatan pasir t = 10 cm 82.20 M3 - 5 Pekerjaan Peninggian Elevasi Area Oil Storage h=1 meter 450.00 M3 - 5 Lantai kerja 1 : 3 : 5 t = 5 cm 41.10 M3 - 6 Pondasi Menerus ; lebar = 1,8 m

a. Beton 1 : 2 : 3 188.78 M3 - b. Bekesting 292.80 M2 - c. Besi 16,694.30 KG - d. Angkur dia. 25 mm L = 130 cm 132.00 BH - e. Plat t = 16 mm 1,492.13 KG -

7 Pondasi Menerus ; lebar = 1,6 ma. Beton 1 : 2 : 3 128.09 M3 - b. Bekesting 228.77 M2 - c. Besi 11,732.53 KG - d. Angkur dia. 25 mm L = 130 cm 104.00 BH - e. Plat t = 16 mm 811.06 KG -

8 Sloof 200/300 cm (S1)a. Beton 1 : 2 : 3 27.00 M3 - b. Bekesting 270.00 M2 - c. Besi 4,286.28 KG -

9 Sloof 20/1300 cm (S2)a. Beton 1 : 2 : 3 7.80 M3 - b. Bekesting 78.00 M2 - c. Besi 911.58 KG -

Sub Jumlah I - II PEK TIANG, BALOK, DINGDING & LANTAI

1 Kolom baja WF 600 X 300 48,667.30 KG - 2 Kolom baja H Beam 350 x 350 27,276.70 KG - 3 Kolom baja WF. 300x150 (Oil Storage) 976.22 KG - 4 Kolom baja WF Beam 250 x 125 3,696.45 KG - 5 Gelagar balok

a. WF 250x 125 27,525.00 KG - b. Besi siku L 60x60 2,916.00 KG - c. Plat 6 mm 4,472.73 KG -

6 Pekerjaan Lantai Bangunan Utamaa. Pekerjaan timbunan pasir t = 10 cm 405.00 M3 - b. Pekerjaan lantai rabat beton t = 5 cm 202.50 M3 - c. Beton 1 : 2 : 3 t = 30 cm 1,215.00 M3 - d. Bekesting 90.00 M2 - e. Besi wiremesh M8 2 lapis 54,520.59 KG - f. Finishing Lantai Floor Hardener Sika (1m2=5Kg)

7 Pekerjaan Lantai Apron + Tyre Changea. Pekerjaan timbunan pasir t = 10 cm 459.00 M3 - b. Pekerjaan lantai rabat beton t = 5 cm 229.50 M3 - c. Beton 1 : 2 : 3 t = 30 cm 1,377.00 M3 - d. Bekesting 90.00 M2 - e. Besi wiremesh M8 2 lapis 61,790.00 KG -

8 Pekerjaan saluran drainase keliling lebar = 30 cm 390.00 M' - 9 Pekerjaan bak kontrol 12.00 BH -

Sub Jumlah II -

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(Rp) (Rp)III PEKERJAAN KUDA KUDA DAN ATAP

1 Bangunan Utamaa. Kuda - kuda baja WF 350 x 176 18,932.32 KG - b. Gording CNP 200 x 75 x 20 x 3 28,880.64 KG - c. Trekstang dia. 12 mm & ikatan angin dia.16 mm 2,669.86 KG - d. Besi plat dia 16,12,8,6 mm 2,912.90 KG - e. Pekerjaan penutup atap zincalum t = 0,35 mm 4,788.60 M2 - f. Pekerjaan bubungan atap zincalum 138.00 M' - g. Rangka talang siku 40x40x5 820.82 KG -

2 Bangunan Oil Storagea. Kuda - kuda baja WF 300 x 150 4,238.85 KG - b. Gording CNP 200 x 75 x 20 x 3 3,740.88 KG - c. Trekstang dia. 12 mm & ikatan angin dia.16 mm 227.49 KG - d. Besi plat dia 16,12,8,6 mm 247.27 KG - e. Pekerjaan penutup atap zincalum t = 0,35 mm 544.50 M2 - f. Pekerjaan Flashing Seng Plat t=0,4 33.00 M' -

Sub Jumlah III - IV PEKERJAAN FINISHING

1 Pek. Cat zincromate 177,225.20 KG -

Sub Jumlah IV - C PEKERJAAN ARSITEKTURI AREA PABRIKASI

1 Pekerjaan Dinding Cladding Zincalumea. Cnp 200.75.20.2,3 3,655.80 KG - - b. Ikatan Angin Besi Dia. 8mm 142.20 KG - - c. Zincalume t=0,4 851.92 M2 - - d. Cat Baja 3,798.00 KG - -

2 Pekerjaan Dinding Bata 1:4a. Pasangan Bata 379.95 M2 - b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 t = 30 cm 1.91 M3 - - - Bekesting 25.50 M2 - - - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 200.17 KG - -

c. Ring Balok 15cmx15cm- Beton 1 : 2 : 3 3.04 M3 - - - Bekesting 40.50 M2 - - - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 317.96 KG -

d. Plester Aci 759.90 M2 - e. Cat Dinding Bata Luar Dalam 759.90 M2 -

Sub Jumlah I - II AREA WH COMPONEN

1 Pekerjaan Dinding Cladding Zincalumea. Cnp 200.75.20.2,3 460.36 KG - - b. Ikatan Angin Besi Dia. 8mm 8.16 KG - - c. Zincalume t=0,4 66.50 M2 - - d. Cat Baja 468.52 KG - -

2 Pekerjaan Pintu Baja Uk. 5mx12m 1.00 UNIT - 3 Pekerjaan Dinding Bata 1:4

a. Pasangan Bata 1,101.99 M2 - - b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 7.29 M3 - - - Bekesting 97.20 M2 - - - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 763.08 KG - -

c. Ring Balok 15cmx15cm- Beton 1 : 2 : 3 8.26 M3 - - - Bekesting 110.10 M2 - - - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 864.38 KG - -

d. Plester Aci 2,203.98 M2 - - e. Cat Dinding Bata Luar Dalam 2,203.98 M2 - -

Sub Jumlah II -

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(Rp) (Rp)III AREA OIL STORAGE

1 Pekerjaan Dinding Bata 1:4a. Pasangan Bata 285.86 M2 - - b. Kolom Praktis 15cmx15cm

- Beton 1 : 2 : 3 1.94 M3 - - - Bekesting 25.80 M2 - - - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 202.55 KG - -

c. Ring Balok 15cmx15cm- Beton 1 : 2 : 3 1.35 M3 - - - Bekesting 18.00 M2 - - - Besi Tul. Utama 4D8mm / Sengkang Dia. 6mm-150mm 141.32 KG - - d. Plester Aci 571.71 M2 - - e. Cat Dinding Bata Luar Dalam 571.71 M2 - -

2 Pekerjaan Pintu Baja Uk. 3mx5m Sliding 1.00 UNIT - Material : Rangka L.40.40, L.30.30.3 Plat 3mm + Handle Besi dia.16mm + Rel Roda

Sub Jumlah III - IV AREA TYRE CHANGE

1 Rafter Wf. 350.175 2,187.36 KG - - 2 Cnp 200.75.20.2,3 1,117.05 KG - - 3 Ikatan Angin Besi Dia. 8mm 29.86 KG - - 4 Bracing Besi Dia. 16mm 61.62 KG - - 5 Klip Gording Plat 6mm 21.64 KG - - 6 Plat Joint 16mm 211.01 KG - - 7 Stifener Plat 8mm 53.85 KG - - 8 Turnbuckles Dia.16mm 6.00 BH - 9 Besi Beton Dia. 16mm Penguat Rafter 88.48 KG - -

10 Zincalume t=0,4 207.90 M2 - - 11 Pekerjaan Flashing Seng Plat t=0,4 33.00 M' - -

Sub Jumlah IV - D PEKERJAAN PLUMBING

1 Talang datar fiberglass t = 3mm 309.00 M' - 2 Talang tegak PVC pipe dia. 4" & aksesories 396.00 M' -

Sub Jumlah D -

DAFTAR ANALISIS PEKERJAAN

1 analisa 1m2 membersihkan lapangan dan perataan

0.1 oh pekerja @. Rp. 25,000.00 = Rp.

0.05 oh mandor @. Rp. 40,000.00 = Rp.

JML

Jasa 10%

Total

5 Analisa 1m' Pengukuran dan Pasangan Bouwplank0.0012 Kayu meranti 5/7 @. Rp. 4,000,000.00 = Rp.0.0200 kg Paku @. Rp. 15,000.00 = Rp.0.0070 Papan kayu @. Rp. 900,000.00 = Rp.0.1000 org/hr Tukang kayu @. Rp. 30,000.00 = Rp.0.0100 org/hr Kepala tukang kayu @. Rp. 35,000.00 = Rp.0.1000 org/hr Pekerja @. Rp. 25,000.00 = Rp.0.0050 org/hr Mandor @. Rp. 40,000.00 = Rp.

Jumlah

Jasa 10%

6 Analisa 1 m3 Urug Pasir 1.1000 m3 Pasir Urug @. Rp. 60,000.00 = Rp.

0.3000 org/hr Pekerja @. Rp. 25,000.00 = Rp.0.0100 org/hr Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

7 analisa 1m3 galian tanah biasa sedalam 1meter0.400 oh pekerja @. Rp. 25,000.00 = Rp.0.040 oh mandor @. Rp. 40,000.00 = Rp.

JMLJasa 10%

13 Analisa 1 m3 Urugan kembali tanah bekas galian0.1920 org/hr Pekerja @. Rp. 25,000.00 = Rp.0.0190 org/hr Mandor @. Rp. 40,000.00 = Rp.

Jumlah Jasa 10%

21 Analisa 1m3 Pasangan Batu kali Camp. 1pc : 3kp : 10ps1.1000 m3 Batu belah 15/20 @. Rp. 70,000.00 = Rp.

61.0000 kg Semen PC @. Rp. 1,300.00 = Rp.0.1470 m3 Kapur @. Rp. 225,000.00 = Rp.

m³

m³

0.4920 m3 Pasir pasang @. Rp. 75,000.00 = Rp.0.6000 org/hr Tukang Batu @. Rp. 30,000.00 = Rp.0.0600 org/hr Kepala Tukang Batu @. Rp. 35,000.00 = Rp.1.5000 org/hr Pekerja @. Rp. 25,000.00 = Rp.0.0750 org/hr Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

25 analisa 1 m2 pas.bata 1/2 batu bata 1pc : 4ps70.000 bh bata merah 5x11x22 @. Rp. 600.00 = Rp.11.500 kg PC @. Rp. 1,300.00 = Rp.

0.043 m3 pasir pasang @. Rp. 75,000.00 = Rp.0.100 oh tk.batu @. Rp. 30,000.00 = Rp.0.010 oh kep.tk.batu @. Rp. 35,000.00 = Rp.0.320 oh pekerja @. Rp. 25,000.00 = Rp.0.015 oh mandor @. Rp. 40,000.00 = Rp.

JML Jasa 10%

29 Analisa 1 m2 Plesteran 1pc : 4ps,tbl 150mm

5.2000 kg Semen PC @. Rp. 1,300.00 = Rp.0.0200 m3 Pasir @. Rp. 75,000.00 = Rp.0.1500 org/hr Tukang batu @. Rp. 30,000.00 = Rp.0.0150 org/hr Kepala tukang batu @. Rp. 35,000.00 = Rp.0.2000 org/hr Pekerja @. Rp. 25,000.00 = Rp.0.0100 org/hr Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

31 Analisa 1 m2 Keramik 30 x 30 camp 1 : 4 1.0000 m2 Keramik @. Rp. 30,000.00 = Rp.0.9000 kg Semen warna @. Rp. 9,000.00 = Rp.0.0230 m3 Pasir @. Rp. 75,000.00 = Rp.4.0800 kg Semen PC @. Rp. 1,300.00 = Rp.0.1200 org Tukang batu @. Rp. 30,000.00 = Rp.0.0120 org Kepala tukang batu @. Rp. 35,000.00 = Rp.0.2500 org Pekerja @. Rp. 25,000.00 = Rp.0.0125 org Mandor @. Rp. 40,000.00 = Rp.

Jumlah Jasa 10%

32 Analisa 1 m2 Keramik 20 x 201.0000 m2 Keramik @. Rp. 25,000.00 = Rp.0.0090 m3 Pasir @. Rp. 75,000.00 = Rp.3.7600 kg Semen @. Rp. 1,300.00 = Rp.0.6000 org Tukang batu @. Rp. 30,000.00 = Rp.0.0600 org Kepala Tukang batu @. Rp. 35,000.00 = Rp.0.5000 org Pekerja @. Rp. 25,000.00 = Rp.

0.0250 org Mandor @. Rp. 40,000.00 = Rp. Jumlah

Jasa 10%

35 Analisa 1 m3 Kusen jati

1.1000 m3 Kayu jati @. Rp. 9,000,000.00 = Rp.18.0000 org Tukang kayu @. Rp. 30,000.00 = Rp.

2.0000 org Kepala Tukang Kayu @. Rp. 35,000.00 = Rp.6.0000 org Pekerja @. Rp. 25,000.00 = Rp.0.3000 org Mandor @. Rp. 40,000.00 = Rp.

Jumlah Jasa 10%

36 Analisa 1 m2 Panil Pintu jati

0.0400 m3 Kayu jati @. Rp. 11,000,000.00 = Rp.2.5000 org Tukang Kayu @. Rp. 30,000.00 = Rp.0.2500 org Kepala Tukang Kayu @. Rp. 35,000.00 = Rp.1.0000 org Pekerja @. Rp. 25,000.00 = Rp.0.0500 org Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

37 analisa 1 m2 daun jendela kaca 0.035 m3 kayu bengkirai @. Rp. 7,000,000.00 = Rp.0.800 m2 kaca polos 5 mm @. Rp. 99,000.00 = Rp.2.000 oh tk.kayu @. Rp. 30,000.00 = Rp.0.200 oh kep.tk.kayu @. Rp. 35,000.00 = Rp.0.800 oh pekerja @. Rp. 25,000.00 = Rp.0.040 oh mandor @. Rp. 40,000.00 = Rp.

JMLJasa 10%

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.

JMLJasa 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 kg Paku reng @. Rp. 15,000.00 = Rp.0.100 org/hr Tukang kayu @. Rp. 30,000.00 = Rp.0.010 org/hr Kepala tukang kayu @. Rp. 35,000.00 = Rp.0.100 org/hr Pekerja @. Rp. 25,000.00 = Rp.0.005 org/hr Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

36 Analisa 1 m' Lisplank kayu bengkirai 2 x 200.0060 m3 Kayu papan bengkirai @. Rp. 8,625,000.00 = Rp.0.0600 kg Paku @. Rp. 15,000.00 = Rp.0.1000 org/hr Tukang kayu @. Rp. 30,000.00 = Rp.0.0100 org/hr Kepala tukang kayu @. Rp. 35,000.00 = Rp.0.1000 org/hr Pekerrja @. Rp. 25,000.00 = Rp.0.0500 org/hr Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

37 Analisa 1 m2 Penutup atap genteng beton10.0000 bh Genteng @. Rp. 5,000.00 = Rp.

0.0600 org/hr Tukang kayu @. Rp. 30,000.00 = Rp.0.0060 org/hr Kepala tukang kayu @. Rp. 35,000.00 = Rp.0.1500 org/hr Pekerrja @. Rp. 25,000.00 = Rp.0.0080 org/hr Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

25 analisis 1m' bubungan genteng beton5 bh bubungan 10,500 = Rp.8 kg pc 1,300 = Rp.

0.032 m3 pasir [email protected]. 75,000 = Rp.0.2 oh tk kayu 30000 = Rp.

0.02 oh kep.tk kayu [email protected]. 35000 = Rp.0.4 oh pekerja [email protected]. 25000 = Rp.

0.002 oh mandor [email protected]. 40000 = Rp.jumlah

Jasa 10%

22 Analisa Plafond Gypsum Rangka kayu0.0110 m3 Kayu bengkirai @. Rp. 7,000,000.00 = Rp.0.3819 lb Gypsum @. Rp. 50,000.00 = Rp.0.1800 kg Paku usuk @. Rp. 15,000.00 = Rp.0.0100 kg Paku eternit @. Rp. 17,500.00 = Rp.0.5600 org Tukang kayu @. Rp. 30,000.00 = Rp.0.0560 org Kepala tukang kayu @. Rp. 35,000.00 = Rp.0.3750 org Pekerja @. Rp. 25,000.00 = Rp.0.0340 org Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%

[email protected].

[email protected].

[email protected].

mailto:[email protected].



29 analisis 1m2 mengecat tembok (1 lps plamir,1lps cat dasar,2 lps cat penutup)/2 lps0.1 kg plamur 10,000 .=.Rp.0.1 kg cat dasar 20,000 .=.Rp.

0.26 kg cat penutup 2x [email protected]. 20,000 .=.Rp.0.063 oh tukang cat 30000 .=.Rp.

0.0063 oh kep tk cat [email protected]. 35000 .=.Rp.0.02 oh pekerja [email protected]. 25000 .=.Rp.

0.0025 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 lps0.17 kg cat dasar 55,000 .=.Rp.0.26 kg cat penutup 2x 55,000 .=.Rp.0.15 kg plamir [email protected]. 12,000 .=.Rp.

0.2 kg meni 14,500 .=.Rp.0.009 oh tukang cat [email protected]. 30000 .=.Rp.0.006 oh kep tk cat [email protected]. 35000 .=.Rp.

0.07 oh pekerja [email protected]. 25000 .=.Rp.0.0025 oh mandor [email protected]. 40000 .=.Rp.

jumlahJasa 10%

31 analisis 1m3 beton camp 1:3:50.87 m3 split 350,000 .=.Rp.0.52 m3 pasir 75,000 .=.Rp.218 kg pc [email protected]. 1,300 .=.Rp.0.25 oh tk batu [email protected]. 30000 .=.Rp.

0.025 oh kep tk batu [email protected]. 35000 .=.Rp.1.65 oh pekerja [email protected]. 25000 .=.Rp.0.08 oh mandor [email protected]. 40000 .=.Rp.

jumlahJasa 10%

32 analisis 1m3 beton camp 1:2:30.81 m3 split 350,000 .=.Rp.0.54 m3 pasir 75,000 .=.Rp.336 kg pc [email protected]. 1,300 .=.Rp.0.35 oh tk batu [email protected]. 30000 .=.Rp.

0.035 oh kep tk batu [email protected]. 35000 .=.Rp.2 oh pekerja [email protected]. 25000 .=.Rp.1 oh mandor [email protected]. 40000 .=.Rp.

jumlahJasa 10%

33 analisis 1m2 pasang bekisting sloof0.045 m3 papan kayu tahun 900,000 .=.Rp.

0.3 kg paku 15,000 .=.Rp.

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].













0.1 lt minyak bekesting [email protected]. 10,000 .=.Rp.0.26 oh tk kayu [email protected]. 30000 .=.Rp.

0.026 oh kep tk kayu [email protected]. 35000 .=.Rp.0.3 oh pekerja [email protected]. 25000 .=.Rp.


Jasa 10%

34 analisis 1m2 pasang bekisting untuk pondasi0.04 m3 papan kayu tahun 900,000 .=.Rp.

0.3 kg paku 15,000 .=.Rp.0.1 lt minyak bekesting [email protected]. 10,000 .=.Rp.

0.26 oh tk kayu [email protected]. 30000 .=.Rp.0.026 oh kep tk kayu [email protected]. 35000 .=.Rp.


jumlahJasa 10%

35 analisis 1m2 pasang bekisting untuk kolom0.04 m3 papan kayu tahun 900,000 .=.Rp.


0.015 m3 balok kruing [email protected]. 5,250,000 .=.Rp.0.35 lbr plywood tbl 9mm [email protected]. 100,000 .=.Rp.

20 btg kayu dolken D 8 - 10 [email protected]. 8,000 .=.Rp.0.33 oh tk kayu [email protected]. 30000 .=.Rp.



Jasa 10%

36 analisis 1m2 pasang bekisting untuk balok beton0.04 m3 papan kayu tahun 900,000 .=.Rp.


0.015 m3 balok kruing [email protected]. 5,250,000 .=.Rp.0.35 lbr plywood tbl 9mm [email protected]. 100,000 .=.Rp.

16 btg kayu dolken D 8 - 10 [email protected]. 8,000 .=.Rp.0.33 oh tk kayu [email protected]. 30000 .=.Rp.



Jasa 10%

37 analisis 1m2 pasang bekisting untuk tangga0.03 m3 papan kayu tahun 900,000 .=.Rp.

0.4 kg paku 15,000 .=.Rp.

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].

[email protected].









0.2 lt minyak bekesting [email protected]. 10,000 .=.Rp.0.015 m3 balok kruing [email protected]. 5,250,000 .=.Rp.

0.35 lbr plywood tbl 9mm [email protected]. 100,000 .=.Rp.14 btg kayu dolken D 8 - 10 [email protected]. 8,000 .=.Rp.

0.33 oh tk kayu [email protected]. 30000 .=.Rp.0.033 oh kep tk kayu [email protected]. 35000 .=.Rp.


jumlahJasa 10%

39 analisis mengerjakan 1kg besi beton polos1.05 kg besi beton 8,000 .=.Rp.

0.015 kg bendrat 15,000 .=.Rp.0.007 oh tk besi [email protected]. 30000 .=.Rp.

0.0007 oh kep tk besi [email protected]. 35000 .=.Rp.0.007 oh pekerja [email protected]. 25000 .=.Rp.


Jasa 10%

24 Analisa Pipa PVC 4" Saluran Air1.0500 m1 Pipa PVC 4" @. Rp. 30,000.00 = Rp.1.0000 ls Perlengkapan @. Rp. 10,000.00 = Rp.0.1350 org/hr Tukang Batu @. Rp. 30,000.00 = Rp.0.0810 org/hr Pekerja @. Rp. 25,000.00 = Rp.0.0135 org/hr Kepala tukang batu @. Rp. 35,000.00 = Rp.0.0041 org/hr Mandor @. Rp. 40,000.00 = Rp.

JumlahJasa 10%


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Jasa 10%

52 analisa pekerjaan 1 m3 beton bertulang sloof150 kg besi 9,951.15 = Rp.

1 m3 beton 948,777.50 = Rp.1 unit bekisiting 68,651.00 = Rp.

jumlah

52 analisa pekerjaan 1 m3 beton bertulang kolom150 kg besi 9,951.15 = Rp.


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52 analisa pekerjaan 1 m3 beton bertulang balok150 kg besi 9,951.15 = Rp.


jumlah

52 analisa pekerjaan 1 m3 beton bertulang plat tangga150 kg besi 9,951.15 = Rp.


jumlah

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Rp 2,500.00

Rp 2,000.00

Rp 4,500.00

Rp 450.00

Rp 4,950.00

Rp 4,800.00 Rp 300.00 Rp 6,300.00 Rp 3,000.00 Rp 350.00 Rp 2,500.00 Rp 200.00

Rp 17,450.00

Rp 1,745.00

Rp 19,195.00

66,000.00 7,500.00 400.00

Rp 73,900.00 Rp 7,390.00 Rp 81,290.00

10,000.000 1,600.000

Rp 11,600.00 Rp 1,160.00 Rp 12,760.00

4,800.00 760.00

Rp 5,560.00 Rp 556.00 Rp 6,116.00

77,000.00 79,300.00 33,075.00

36,900.00 18,000.00 2,100.00 37,500.00 3,000.00

Rp 286,875.00 Rp 28,687.50 Rp 315,562.50

42,000.000 14,950.000 3,225.000 3,000.000 350.000 8,000.000 600.000

Rp 72,125.00 Rp 7,212.50 Rp 79,337.50

6,760.00 1,500.00 4,500.00 525.00 5,000.00 400.00

Rp 18,685.00 Rp 1,868.50 Rp 20,553.50

30,000.00 8,100.00 1,725.00 5,304.00 3,600.00 420.00 6,250.00 500.00

Rp 55,899.00 Rp 5,589.90 Rp 61,488.90

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

1,000.00 Rp 64,163.00 Rp 6,416.30 Rp 70,579.30

9,900,000.00 540,000.00 70,000.00 150,000.00 12,000.00

Rp 10,672,000.00 Rp 1,067,200.00 Rp 11,739,200.00

440,000.00 75,000.00 8,750.00 25,000.00 2,000.00

Rp 550,750.00 Rp 55,075.00 Rp 605,825.00

245,000.00 79,200.00 60,000.00 7,000.00 20,000.00 1,600.00

Rp 412,800.00 Rp 41,280.00 Rp 454,080.00

7,700,000.00 6,000.00 67,500.00 600,000.00 70,000.00 167,500.00 13,600.00

Rp 8,624,600.00 Rp 862,460.00 Rp 9,487,060.00

66,000.000 15,750.000 2,250.000

1,500.000 3,000.000 350.000 2,500.000 200.000

Rp 91,550.00 Rp 9,155.00 Rp 100,705.00

51,750.00 900.00 3,000.00 350.00 2,500.00 2,000.00

Rp 60,500.00 Rp 6,050.00 Rp 66,550.00

50,000.00 1,800.00 210.00 3,750.00 320.00

Rp 56,080.00 Rp 5,608.00 Rp 61,688.00

52,500.00 10,400.00 2,400.00 6,000.00 700.00 10,000.00 80.00

Rp 82,080.00 Rp 8,208.00 Rp 90,288.00

77,000.00 19,095.00 2,700.00 175.00 16,800.00 1,960.00 9,375.00 1,360.00

Rp 128,465.00 Rp 12,846.50

Rp 141,311.50

1,000.00 2,000.00 5,200.00 1,890.00 220.50 500.00 100.00

Rp 10,910.50 Rp 1,091.05 Rp 12,001.55

9,350.00 14,300.00 1,800.00 2,900.00 270.00 210.00 1,750.00 100.00

Rp 30,680.00 Rp 3,068.00 Rp 33,748.00

304,500.00 39,000.00

283,400.00 7,500.00

875.00 41,250.00

3,200.00 Rp 679,725.00 Rp 67,972.50 Rp 747,697.50

283,500.0040,500.00

436,800.0010,500.00

1,225.0050,000.0040,000.00

Rp 862,525.00 Rp 86,252.50 Rp 948,777.50

40,500.004,500.00

1,000.007,800.00

910.007,500.00

200.00 Rp 62,410.00 Rp 6,241.00 Rp 68,651.00

36,000.004,500.001,000.007,800.00

910.007,500.00

200.00 Rp 57,910.00 Rp 5,791.00 Rp 63,701.00

36,000.006,000.002,000.00

78,750.0035,000.00

160,000.009,900.001,155.007,500.00

240.00 Rp 292,545.00 Rp 29,254.50 Rp 321,799.50

36,000.006,000.002,000.00

78,750.0035,000.00

128,000.009,900.001,155.008,000.00

240.00 Rp 305,045.00 Rp 30,504.50 Rp 335,549.50

27,000.006,000.00

2,000.0078,750.0035,000.00

112,000.009,900.001,155.008,000.00

240.00 Rp 280,045.00 Rp 28,004.50 Rp 308,049.50

8,400.00225.00210.00

24.50175.00

12.00 Rp 9,046.50 Rp 904.65 Rp 9,951.15

31,500.00 10,000.00 4,050.00 2,025.00 472.50 164.00

Rp 48,211.50 Rp 4,821.15 Rp 53,032.65

21,367.50 10,000.00 4,050.00 2,025.00 472.50 164.00

Rp 38,079.00 Rp 3,807.90 Rp 41,886.90

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

Rp 21,436.50

Rp 2,143.65 Rp 23,580.15

1,492,672.50948,777.50

68,651.00 Rp2,510,101.00

1,492,672.50948,777.50321,799.50

Rp2,763,249.50

1,492,672.50948,777.50335,549.50

Rp2,776,999.50

1,492,672.50948,777.50308,049.50

Rp2,749,499.50

DAFTAR HARGA UPAH TENAGA DAN BAHAN

DAFTAR HARGA UPAH PEKERJANO MACAM PEKERJAAN HARGA UPAH SATUAN

Rp1 Tukang batu org/hr 30,000.002 Tukang kayu org/hr 30,000.003 Tukang besi org/hr 30,000.004 Tukang cat org/hr 30,000.005 Kepala tukang batu org/hr 35,000.006 Kepala tukang kayu org/hr 35,000.007 Kepala tukang besi org/hr 35,000.008 Kepala tukang cat org/hr 35,000.009 Pekerja org/hr 25,000.00

10 Mandor org/hr 40,000.00

DAFTAR HARGA BAHAN / MATERIAL

NO JENIS BAHAN BANGUNAN SATUANHARGA BAHAN

Rp1 Pasir urug 60,000 2 Tanah urug 35,000 3 Pasir pasang 75,000 4 Split 2/3 350,000 5 Batu kali 70,000 6 Batu putih 75,000 7 Semen (PC) kg 1,300 8 Semen Warna kg 9,000 9 Besi beton kg 8,000

10 Kawat bendrat kg 15,000 11 Multiplex 9 mm lbr 100,000 12 Taekwood 100,000 13 Papan bekisting/papan kayu tahun 900,000 14 kayu perancah/ dolken bh 8,000 15 Bata merah besar bh 600 16 Kapur pasang 225,000 17 Genteng beton bh 5,000 18 genteng tanah godean bh 800 19 Bubungan genteng beton bh 10,500 20 bubungan genteng tanah godean bh 2,500 21 keramik 40 x 40 KIA 40,000 22 keramik 30 x 30 KIA 30,000 23 Keramik 20 x 20 KIA 25,000 24 Keramik 20 x 25 KIA 25,000 25 Stepnose 10 x 30 Roman 47,500 26 Cat tembok catylac kg 20,000 27 Gypsumboard lbr 50,000 28 kayu terentang begisting 900,000 29 Kayu balok kruing 5,250,000 30 Kayu balok meranti 4,000,000 31 Kayu balok bengkirai 7,000,000 32 Kayu papan bengkirai 8,625,000 33 Papan jati wonosari 11,000,000 34 Kayu balok jati wonosari 9,000,000 35 Kayu balok kamper 4,715,000 36 kayu papan kamper 5,865,000 37 Reng 2/3 bengkirai 3,500 38 Reng 2/3 kruing 2,750 39 Reng 2/3 meranti 2,750 40 Reng 2/3 kamper 2,750 41 Reng jati 2/3 4,000 42 Pipa PVC dia 4" wavin 30,000 43 Pipa PVC dia 3 " wavin 17,500 44 Pipa PVC dia 2" wavin 20,350 45 Pipa PVC dia 1 1/2" 9,000 46 Pipa PVC dia 1" 4,500 47 Pipa PVC dia 3/4" 3,000 48 Pipa PVC dia 1/2" 2,000 49 Paku usuk kg 15,000 50 Paku reng kg 15,000 51 Paku eternit kg 17,500 52 Paku asbes bh 750 53 plamur kayu kg 12,000

m³m³m³m³m³m³

m²m³

m³

m²m²m²m²m²

m³m³m³m³m³m³m³m³m³m¹m¹m¹m¹m¹m¹m¹m¹m¹m¹m¹m¹

54 plamur tembok kg 10,000 55 Cat kayu Emco Lux kg 55,000 56 Minyak bekisting ltr 10,000 57 Minyak cat kg 9,000 58 meni kayu kg 14,500 59 meni besi kg 14,500 60 Amplas lbr 2,000 61 Engsel jendela standar bh 10,000 62 Engsel pintu standar bh 10,000 63 Kunci 2 slaag standar bh 100,000 64 Kunci KM (WC) bulat lengkap bh 75,000 65 Grendel jendela bh 16,000 66 Tarikan jendela bh 10,000 67 Hak angin jendela bh 8,000 68 Triplek 4 mm lbr 41,000 69 Lis kayu profil 5 cm 12,000 70 Lis kayu 1/4 9,000 71 Floor drain KM (WC) bh 25,000 72 Kitchen sink alumunium bh 250,000 73 Kran air dapur tipe bebek bh 30,000 74 Kran air dapur tipe bebek bh 50,000 75 Keni diameter 1/2 inchi bh 2,500 76 Keni diameter 3/4 inchi bh 3,500 77 Keni diameter 2 inchi bh 8,000 78 Keni diameter 4 inchi bh 15,000 79 Tee diameter 1/2 inchi bh 3,500 80 Tee diameter 3/4 inchi bh 4,500 81 bh 45,000 82 bh 55,000 83 Lampu taman 40 watt lengkap dengan tiang besi bh 22,500 84 Daun pintu dan kusen PVC (pabrikasi) bh 500,000 85 panel listrik dan asesoris bh 175,000 86 eternit lbr 12,000 87 kaca bening 5 mm 50,000 88 kaca bening 3 mm 45,000 89 paving block k175 tbl 8 cm 48,000 90 besi strip kg 9,000 91 kloset duduk bh 1,500,00092 kloset jongkok porselen bh 150,00093 urinoir bh 975,000.0094 wastafel bh 750,000.0095 pipa besi galvanis dia. 0,5" ( 6 m') btg 108,000.00 1800096 pipa besi galvanis dia. 0,75" ( 6 m') btg 150,000.00 2500097 pipa besi galvanis dia. 1" ( 6 m') btg 215,000.00 35833.333398 pipa besi galvanis dia. 1,5" ( 6 m') btg 350,000.00 58333.333399 batu candi 10 x 10 75,000.00100 kayu jawa 3000000101 kayu glugu 2500000102 baja ringan 200000103 kayu bowplank 500000104 seng gelombang lbr 75,000.00

PARTISI GYPSUM105 jayaboard (9x120x240) lbr 52,000.00106 elephant (9x120x240) lbr 51,000.00

KACAkaca bening polos 3mm 71,500.00kaca bening polos 5mm 99,000.00kaca riben 3mm 95,700.00kaca riben 5mm 124,300.00kaca cermin 3mm 139,700.00kaca cermin 5mm 181,500.00kaca es 3mm 99,000.00kaca es 5mm 117,700.00kaca tempered polos 8mm 715,000.00kaca tempered polos 10mm 770,000.00kaca tempered polos 12mm 850,000.00

CATCatylac kg 20,000.00Vinilex kg 15,000.00Jotun kg 60,000.00Dulux kg 40,000.00

m¹m¹

Tee reducer diameter 2 inchi sampai dengan 4 inchiTee reducer diameter 3 inchi sampai dengan 4 inchi

m²m²m²

m²m³m³m²

m²m²m²m²m²m²m²m²m²m²m²

RAB WORKSHOP WHEEL TYPE (KOSONG)

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