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No Satuan Jenis Barang & Upah Harga satuan

Bahan

1 m3 Pasir pasang 140,000.00Rp B.6.1

2 m3 Batu kali belah 150,000.00Rp

3 kg Portand Cement 1,350.00Rp

4 kg PC Warna 6,000.00Rp

5 m3 Kapur pasang 300,000.00Rp

6 bj Batu bata 650.00Rp B.6.9

7 m3 Batu pecah 2/3 cm 250,000.00Rp

8 m3 Pasir beton 160,000.00Rp

9 kg Besi Beton Polos 15,000.00Rp

10 kg Bendrat 25,000.00Rp

11 m3 Kayu tahun 3,000,000.00Rp B.6.11

12 kg Paku 21,000.00Rp

13 kg Paku eternit 23,500.00Rp

14 kg Begel 40,000.00Rp

15 m2 Keramik 40/40 45,000.00Rp

16 m3 Kayu Kamfer 8,500,000.00Rp

17 m3 Kayu Kruing 7,500,000.00Rp C. Pek

18 lb Eternit Super 15,000.00Rp

19 lb Kaca tebal 3 mm 110,000.00Rp C.6.12

20 bj Genteng Biasa 2,000.00Rp

21 bj Genteng Kerpus 4,000.00Rp

22 kg Cat tembok 25,000.00Rp

23 kg Plamir tembok 25,000.00Rp24 kg Cat kayu 50,000.00Rp

25 kg Minyak cat 40,000.00Rp

26 kg Plamir kayu 30,000.00Rp

27 kg Cat meni 15,000.00Rp

28 bh Engsel Pintu 40,000.00Rp

29 bh Engsel Jendela 20,000.00Rp

30 bh Kunci Selot 250,000.00Rp D. Pek

31 bh Kunci Jendela (Grendel) 15,000.00Rp

32 bh Kait Angin (Tangan Gareng) 30,000.00Rp D.6.15

Upah

a hr Pekerja 40,000.00Rp

b hr Mandor 60,000.00Rpc hr Tukang batu 55,000.00Rp

d hr Tukang besi 55,000.00Rp

e hr Tukang kayu 60,000.00Rp

f hr Tukang cat 55,000.00Rp

g hr Kepala tukang 65,000.00Rp

E. Pek

B. Pek

DAFTAR HARGA SATUAN BAHAN & UPAH

MADRASAH DINIYAH

HIDAYATUSH - SHIBYAANPAGERAJI RT.04 RW. 09 KEC. CILONGOK KAB BANYUMAS

8/10/2019 RAB Rumah Sendiri 2014

2/21

E.6.9

F. Pek

F.6.2

F.6.2b

F.6.8

F.6.8b

F.6.10

F.6.10

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F.6.30

F.6.31b

F.6.52

G.6.13

G.6.25

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G.6.30

G.6.45

G.6.46

H.6.1

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H.6.4

I.6.20.b

K. 6.17

K. 6.5

K. 6.6

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K. 6.11

L. 6.47

M. 6.14

M. 6.8

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I.6.20.b

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1 m3 Galian Tanah Biasa

0.4 hr Pekerja a 40,000Rp 16,000.00Rp

0.04 hr Mandor a 60,000Rp 2,400.00Rp 18,400.00Rp

1 m3 Urugan tanah kembali

0.192 hr Pekerja a 40,000Rp 7,680.00Rp

0.019 hr Mandor a 60,000Rp 1,140.00Rp 8,820.00Rp

1 m3 Urugan pasir

1.2 m3 Pasir Pasang a 140,000Rp 168,000.00Rp

0.3 hr Pekerja a 40,000Rp 12,000.00Rp

0.01 hr Mandor a 60,000Rp 600.00Rp 180,600.00Rp

rjaan Pondasi Batu Kali

1 m3 Pondasi batu kali 1 PC : 3 Kp : 10 Ps

1.100 m3 Batu kali belah a 150,000Rp 165,000.00Rp

61.000 kg Portand Cement a 1,350Rp 82,350.00Rp

0.147 m3 Kapur pasang a 300,000Rp 44,100.00Rp

0.492 m3 Pasir pasang a 140,000Rp 68,880.00Rp1.500 hr Pekerja a 40,000Rp 60,000.00Rp

0.600 hr Tukang batu a 55,000Rp 33,000.00Rp

0.060 hr Kepala tukang a 65,000Rp 3,900.00Rp

0.075 hr Mandor a 60,000Rp 4,500.00Rp 461,730Rp

rjaan Dinding

1 m2 Pasangan batu bata camp 1:3:10

70.000 bj Batu bata a 650Rp 45,500.00Rp

4.500 kg Portand Cement a 1,350Rp 6,075.00Rp

0.050 m3 Pasir pasang a 140,000Rp 7,000.00Rp0.015 m3 Kapur pasang a 300,000Rp 4,500.00Rp

0.320 hr Pekerja a 40,000Rp 12,800.00Rp

0.100 hr Tukang batu a 55,000Rp 5,500.00Rp

0.010 hr Kepala tukang a 65,000Rp 650.00Rp

0.015 hr Mandor a 60,000Rp 900.00Rp 82,925.00Rp

rjaan Plesteran

erjaan tanah

DAFTAR ANALISA

MADRASAH DINIYAH

HIDAYATUSH - SHIBYAANPAGERAJI RT.04 RW. 09 KEC. CILONGOK KAB BANYUMAS

8/10/2019 RAB Rumah Sendiri 2014

9/21

1m2Plesteran 1:3:10 tb 1.5 cm

1.840 kg Portand Cement a 1,350Rp 2,484.00Rp

0.006 m3 Kapur pasang a 300,000Rp 1,800.00Rp

0.014 m3 Pasir pasang a 140,000Rp 1,960.00Rp

0.200 hr Pekerja a 40,000Rp 8,000.00Rp

0.150 hr Tukang batu a 55,000Rp 8,250.00Rp

0.015 hr Kepala tukang a 65,000Rp 975.00Rp

0.010 hr Mandor a 60,000Rp 600.00Rp 24,069.00Rp

rjaan Kayu

1 m3 Kusen kayu Kamfer

1.2 m3 Kayu Kamfer a 8,500,000Rp 10,200,000.00Rp

6 hr Pekerja a 40,000Rp 240,000.00Rpr u ang ayu a ,p , , .p

2 hr Kepala tukang a 65,000Rp 130,000.00Rp

0.3 hr Mandor a 60,000Rp 18,000.00Rp 11,668,000.00Rp

1 m3 Kusen kayu Kruing

1.2 m3 Kayu Kruing a 7,500,000Rp 9,000,000.00Rpr e er a a ,p , .p

18 hr Tukang kayu a 60,000Rp 1,080,000.00Rp

2 hr Kepala tukang a 65,000Rp 130,000.00Rp

0.3 hr Mandor a 60,000Rp 18,000.00Rp 10,468,000.00Rp

1 m2 Pintu Panil kayu Kamfer

0.04 m3 Kayu Kamfer a 8,500,000Rp 340,000.00Rpr e er a a ,p , .p

2.5 hr Tukang kayu a 60,000Rp 150,000.00Rp

0.25 hr Kepala tukang a 65,000Rp 16,250.00Rp

0.05 hr Mandor a 60,000Rp 3,000.00Rp 549,250.00Rp

1 m2 Pintu Panil kayu Kruing

0.04 m3 Kayu Kruing a 7,500,000Rp 300,000.00Rp1 hr Pekerja a 40,000Rp 40,000.00Rp

2.5 hr Tukang kayu a 60,000Rp 150,000.00Rp

0.25 hr Kepala tukang a 65,000Rp 16,250.00Rp

0.05 hr Mandor a 60,000Rp 3,000.00Rp 509,250.00Rp

1 m2 Jendela kaca kayu Kamfer

0.035 m3 Kayu Kamfer a 8,500,000Rp 297,500.00Rp0.8 hr Pekerja a 40,000Rp 32,000.00Rp

2 hr Tukang kayu a 60,000Rp 120,000.00Rp

0.2 hr Kepala tukang a 65,000Rp 13,000.00Rp

0.04 hr Mandor a 60,000Rp 2,400.00Rp 464,900.00Rp

1 m2 Jendela kaca kayu Kruing

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0.035 m3 Kayu Kruing a 7,500,000Rp 262,500.00Rp. r e er a a ,p , .p2 hr Tukang kayu a 60,000Rp 120,000.00Rp

0.2 hr Kepala tukang a 65,000Rp 13,000.00Rp

0.04 hr Mandor a 60,000Rp 2,400.00Rp 429,900.00Rp

1 m3 Konstruksi kuda-kuda kayu Kruing

1.1 m3 Kayu Kruing a 7,500,000Rp 8,250,000.00Rp

15 kg Begel a 40,000Rp 600,000.00Rp

0.8 kg Paku a 21,000Rp 16,800.00Rp4 hr Pekerja a 40,000Rp 160,000.00Rp

12 hr Tukang kayu a 60,000Rp 720,000.00Rp1.2 hr Kepala tukang a 65,000Rp 78,000.00Rp

. r an or a ,p , .p , , .p

1 m2 Pas. Usuk dan Reng kayu Kruing

0.012 m3 Kayu Kruing a 7,500,000Rp 90,000.00Rp

0.15 kg Paku a 21,000Rp 3,150.00Rp. r e er a a ,p , .p

0.1 hr Tukang kayu a 60,000Rp 6,000.00Rp

0.01 hr Kepala tukang a 65,000Rp 650.00Rp

0.005 hr Mandor a 60,000Rp 300.00Rp 104,100.00Rp

1 m' Pas. Lisplang kayu Kruing 2 (2x20)

0.0086 m3 Kayu Kruing a 7,500,000Rp 64,500.00Rp0.06 kg Paku a 21,000Rp 1,260.00Rp

. , , .

. , , .

0.01 hr Kepala tukang a 65,000Rp 650.00Rp

0.05 hr Mandor a 60,000Rp 3,000.00Rp 79,410.00Rp

1 m2 Beton Cor 1 Pc : 2 Ps : 3 Kr

336 kg Portand Cement a 1,350Rp 453,600.00Rp

0.54 m3 Pasir Beton a 160,000Rp 86,400.00Rp0.81 m3 Batu Pecah 2/3 cm a 250,000Rp 202,500.00Rp

2 hr Pekerja a 40,000Rp 80,000.00Rp. r u ang a u a ,p , .p

0.035 hr Kepala tukang a 65,000Rp 2,275.00Rp

0.08 hr Mandor a 60,000Rp 4,800.00Rp 848,825.00Rp

1 kg Pembesian dengan Besi polos

1.05 kg Besi Beton Polos a 15,000Rp 15,750.00Rp

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0.015 kg Bendrat a 25,000Rp 375.00Rp

0.007 hr Pekerja a 40,000Rp 280.00Rp. r u ang es a ,p .p

0.0007 hr Kepala tukang a 65,000Rp 45.50Rp

0.0003 hr Mandor a 60,000Rp 18.00Rp 16,853.50Rp

1 m2 Bekisting

0.045 m3 Kayu Tahun a 3,000,000Rp 135,000.00Rp

0.3 kg Paku a 21,000Rp 6,300.00Rp

0.3 hr Pekerja a 40,000Rp 12,000.00Rp. , , .

0.026 hr Kepala tukang a 65,000Rp 1,690.00Rp

0.005 hr Mandor a 60,000Rp 300.00Rp 170,890.00Rp

1 m' Kolom beton Bertulang (11x 11) cm

0.002 m3 Kayu Tahun a 3,000,000Rp 6,000.00Rp

0.01 kg Paku a 21,000Rp 210.00Rp

3 kg Besi Beton Polos a 15,000Rp 45,000.00Rp

0.45 kg Bendrat a 25,000Rp 11,250.00Rp

4 kg Portand Cement a 1,350Rp 5,400.00Rp

0.006 m3 Pasir Beton a 160,000Rp 960.00Rp

0.009 m3 Batu Pecah 2/3 cm a 250,000Rp 2,250.00Rp

0.06 hr Pekerja a 40,000Rp 2,400.00Rp

0.02 hr Tukang batu a 55,000Rp 1,100.00Rp. , , .

0.02 hr Tukang besi a 55,000Rp 1,100.00Rp

0.006 hr Kepala tukang a 65,000Rp 390.00Rp

0.003 hr Mandor a 60,000Rp 180.00Rp 77,440.00Rp

1 m' Ring Balok beton Bertulang (10x 15) cm

0.003 m3 Kayu Tahun a 3,000,000Rp 9,000.00Rp

0.02 kg Paku a 21,000Rp 420.00Rp

3.6 kg Besi Beton Polos a 15,000Rp 54,000.00Rp

0.05 kg Bendrat a 25,000Rp 1,250.00Rp

5.5 kg Portand Cement a 1,350Rp 7,425.00Rp

0.009 m3 Pasir Beton a 160,000Rp 1,440.00Rp

0.015 m3 Batu Pecah 2/3 cm a 250,000Rp 3,750.00Rp

0.11 hr Pekerja a 40,000Rp 4,400.00Rp

0.033 hr Tukang batu a 55,000Rp 1,815.00Rp

0.033 hr Tukang kayu a 60,000Rp 1,980.00Rp

0.033 hr Tukang besi a 55,000Rp 1,815.00Rp

0.01 hr Kepala tukang a 65,000Rp 650.00Rp

0.005 hr Mandor a 60,000Rp 300.00Rp 88,245.00Rp

1 m2 Pas. Atap Genteng

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25 bh Genteng Biasa a 2,000Rp 50,000.00Rp

0.15 hr Pekerja a 40,000Rp 6,000.00Rp

0.075 hr Tukang kayu a 60,000Rp 4,500.00Rp

0.008 hr Kepala tukang a 65,000Rp 520.00Rp

0.008 hr Mandor a 60,000Rp 480.00Rp 61,500.00Rp

1 m' Pas. Genteng Kerpus

5 bh Genteng Kerpus a 4,000Rp 20,000.00Rp

8 kg Portand Cement a 1,350Rp 10,800.00Rp

0.032 m3 Pasir Pasang a 140,000Rp 4,480.00Rp

0.4 hr Pekerja a 40,000Rp 16,000.00Rp. , , .

0.02 hr Kepala tukang a 65,000Rp 1,300.00Rp

0.002 hr Mandor a 60,000Rp 120.00Rp 64,700.00Rp

1 m2 Eternit Rangka Kayu tahun0.012 m3 Kayu tahun a 3,000,000Rp 36,000.00Rp

0.06 kg Paku Eternit a 23,500Rp 1,410.00Rp

1.1 lbr Eternit Super a 15,000Rp 16,500.00Rp. , , .. , , .

0.032 hr Kepala tukang a 65,000Rp 2,080.00Rp

0.009 hr Mandor a 60,000Rp 540.00Rp 82,930.00Rp

1 m2 Pas. Kaca tebal 3 mm

1.1 m2 Kaca tebal 3 mm a 110,000Rp 121,000.00Rp. r e er a a ,p .p. , , .

0.015 hr Kepala tukang a 65,000Rp 975.00Rp

0.0008 hr Mandor a 60,000Rp 48.00Rp 131,623.00Rp

1 Buah Pas. Engsel Pintu

1 bh Engsel Pintu a 40,000Rp 40,000.00Rp

0.015 hr Pekerja a 40,000Rp 600.00Rp

0.15 hr Tukang kayu a 60,000Rp 9,000.00Rp

0.015 hr Kepala tukang a 65,000Rp 975.00Rp

0.0008 hr Mandor a 60,000Rp 48.00Rp 50,623.00Rp

1 Buah Pas. Engsel Jendela

1 bh Engsel Jendela a 20,000Rp 20,000.00Rp. r e er a a ,p .p

0.15 hr Tukang kayu a 60,000Rp 9,000.00Rp

0.015 hr Kepala tukang a 65,000Rp 975.00Rp

0.0008 hr Mandor a 60,000Rp 48.00Rp 30,623.00Rp

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1 Buah Pas. Kunci Selot

1 bh Kunci Selot a 250,000Rp 250,000.00Rp

0.02 hr Pekerja a 40,000Rp 800.00Rp0.2 hr Tukang kayu a 60,000Rp 12,000.00Rp

0.02 hr Kepala tukang a 65,000Rp 1,300.00Rp

0.001 hr Mandor a 60,000Rp 60.00Rp 264,160.00Rp

1 m2 Pas. Lantai Keramik 30 x 30

1.1 m2 Keramik 40/40 a 45,000Rp 49,500.00Rp

11.38 kg Portand Cement a 1,350Rp 15,363.00Rp

0.042 m3 Pasir Pasang a 140,000Rp 5,880.00Rp

0.62 hr Pekerja a 40,000Rp 24,800.00Rp

0.35 hr Tukang kayu a 60,000Rp 21,000.00Rp

0.035 hr Kepala tukang a 65,000Rp 2,275.00Rp

0.03 hr Mandor a 60,000Rp 1,800.00Rp 120,618.00Rp

1 m2 Mengecat Tembok 3 kali

0.1 kg Plamir Tembok a 25,000Rp 2,500.00Rp

0.36 kg Cat Tembok a 25,000Rp 9,000.00Rp

0.02 hr Pekerja a 40,000Rp 800.00Rp

0.063 hr Tukang cat a 55,000Rp 3,465.00Rp

0.0063 hr Kepala tukang a 65,000Rp 409.50Rp

0.0025 hr Mandor a 60,000Rp 150.00Rp 16,324.50Rp

1 m2 Mengecat Kusen Pintu & Jendela & Lisplang

0.2 kr Cat Meni a 15,000Rp 3,000.00Rp

0.15 kg Plamir Kayu a 30,000Rp 4,500.00Rp0.43 kg Cat Kayu a 50,000Rp 21,500.00Rp

0.07 hr Pekerja a 40,000Rp 2,800.00Rp

0.009 hr Tukang cat a 55,000Rp 495.00Rp

0.006 hr Kepala tukang a 65,000Rp 390.00Rp

0.0025 hr Mandor a 60,000Rp 150.00Rp 32,835.00Rp

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1 m2 Eternit Rangka Kayu tahun

0.012 m3 Kayu Kruing a 7,500,000Rp 90,000.00Rp

0.06 kg Paku Eternit a 23,500Rp 1,410.00Rp

1.1 lbr Eternit Super a 15,000Rp 16,500.00Rp

0.18 hr Pekerja a 40,000Rp 7,200.00Rp

0.32 hr Tukang kayu a 60,000Rp 19,200.00Rp

0.032 hr Kepala tukang a 65,000Rp 2,080.00Rp

0.009 hr Mandor a 60,000Rp 540.00Rp 136,930.00Rp

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MADRASAH DINIYAH

HIDAYATUSH- SHIBYAAN

PAGERAJI RT.04 RW. 09 KEC. CILONGOK KAB BANYUMAS

8/10/2019 RAB Rumah Sendiri 2014

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NO JENIS PEKERJAAN ANALISAHRG SATUAN

(Rp.)

JML HARGA

(Rp.)

JML TOTAL

(Rp.)

I. PEKERJAAN PERSIAPAN

1 Pembersihan Lap. dan bowplang Diperhit. 1.00 unit 500,000.00 500,000.00

2 Papan Nama Proyek Diperhit. 1.00 unit 0.00 500,000.00

II. PEKERJAAN TANAH

1 Galian Tanah Biasa SNI-B.6.1 40.80 m3 18,400.00 750,720.00

2 Urugan tanah kembali SNI-B.6.9 13.60 m3 8,820.00 119,952.00

870,672.00

II. PEKERJAAN PASANGAN

1 Pas. Pondasi batu Kali 1:3:10 SNI-C.6.12 16.28 m3 461,730.00 7,518,695.89

2 Pas. Batu Merah tb 1/2 bata 1:3:10 SNI-D.6.15 204.83 m2 82,925.00 16,985,527.75

3 Plesteran 1Pc:3Kp:10Ps tb. 1,5 cm SNI-E.6.9 409.66 m2 24,069.00 9,860,106.54

4 Pas. Lantai Kramik 40 x 40 cm KW I SNI-L.6.47d 43.75 m2 120,618.00 5,277,037.50

39,641,367.68

III. PEKERJAAN BETON

1 Beton Cor 1 : 2 : 3 SNI-G.6.46 12.38 m3 848,825.00 10,509,904.99

2 Pembesian dengan besi Polos SNI-G.6.45 1,238.17 kg 16,853.50 20,867,514.95

3 Bekisting SNI-G.6.46 114.10 m2 170,890.00 19,498,549.00

50,875,968.94

IV. PEKERJAAN PINTU DAN JENDELA

1 Kusen Pintu dan Jendela Ky Kruing SNI-F.6.2b 0.88 m3 10,468,000.00 9,219,097.81

2 Pintu Panil Ky Kruing SNI-F.6.8b 8.10 m2 509,250.00 4,124,925.00

3 Jendela Kaca Ky Kruing BOW-F.36g 1.96 m2 429,900.00 842,604.00

14,186,626.81

VII. PEKERJAAN MENGECAT

1 Mengecat kayu 2x jadi (sek avian) SNI-M.6.8 40.00 m2 32,835.00 1,313,400.002 Mengecat tembok 2x jadi (sek Molex) SNI-M.6.14d 409.66 m2 16,324.50 6,687,494.67

3 Mengecat plafon 2x jadi (sek Molex) SNI-M.6.14d 49.00 m2 16,324.50 799,900.50

8,800,795.17

VIII. PEKERJAAN PENGUNCI & PENGGANTUNG

1 Pasang Kunci Selot SNI-K.6.11 4.00 bh 264,160.00 1,056,640.00

2 Pasang Engsel Pintu SNI-K.6.5 6.00 bh 50,623.00 303,738.00

3 Pasang Engsel Jendela SNI-K.6.6 12.00 bh 30,623.00 367,476.00

4 Pas. Grendel Pintu Ls. 01 4.00 bh 15,000.00 60,000.00

5 Pas. Grendel Jendela Ls. 02 12.00 bh 15,000.00 180,000.00

6 Pasang Kait Angin model lipat Ls.04 8.00 bh 30,000.00 240,000.00

7 Pas. Besi, Doog, Angkur Ls.05 40.00 kg 9,000.00 360,000.002,567,854.00

IX. PEKERJAAN ATAP

1 Pek. Atap (Ongkos kerja Saja) Ls 1 Unt 7,500,000.00 7,500,000.00

7,500,000.00

X. PEKERJAAN LAIN-LAIN

1 Pek. Instalasi listrik Ls 1 Unt 2,000,000.00 2,000,000.00

2 Sanitasi Ls 1 Unt 2,000,000.00 2,000,000.00

4,000,000.00

RENCANA ANGGARAN BIAYA

Rumah "YOYO JAYA" 2014

VOLUME/SAT

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JUMLAH 128,943,284.60

DIBULATKAN 130,000,000.00

TERBILANG :Seratus Tiga Puluh Juta Rupiah

Cilongok, Oktober 2014

Perencana / Pengawas

Tri Norcahyo, S.T.

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PC

61 993.31

4.5 921.74

2 819.32

11.4 498.75

336 4,160.25

7,393.37

147.87 sak 10,054,980.90

Bata

14338.1 8602860

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Pekerjaan Galian

Galian tanah

8 3 + 6.5 3 = 46.5 0.8 = 37.2

1 7 3 1 = 10 0.36 = 3.6 40.80 m3

Pondasi batu kali

8 3 + 6.5 3 = 46.5 0.298 = 13.83

1 7 3 1 = 10 0.245 = 2.45 16.28 m3Batu Kosong

= 0 0.12 = 0.00

= 0 0.09 = 0 0.00 m3

Dinding

7 3 + 6.5 2.5 = 74.5 2.9 = 216.05

gunungan 7.35 2 = 14.7

dikurangi pintu &jdl = 25.92 -1 = -25.92 204.83 m2

Kusen

Jendela isi 0.7 0.7 8 = 3.92 m21.5 4 + 2.35 3 = 13.05 8 = 104.4

Pintu isi 0.9 2 9 = 16.2 m2

2 2 + 1 2 = 8 2 = 16

Pintu isi 1.45 2 2 = 5.8 m2

2 2 + 1.6 2 = 7.2 2 = 14.4

uk kusen 0.07 0.14 134.8 1.32 m3

Beton

Kolom bawah 0.13 0.25 4.2 = 0.137 12 = 1.638

Kolom atas 0.13 0.13 3.2 = 0.054 12 = 0.649

sloof 0.13 0.15 = 0.02 56.5 = 1.102

Kanopi teras 0.07 0.2 = 0.014 19 = 0.266

ring balk 0.13 0.2 = 0.026 56.5 = 1.469

ring balk atas 0.13 0.15 = 0.02 19 = 0.371

cakar ayam 0.45 0.6 0.25 = 0.068 9 = 0.608

Plat Lantai 0.12 49 = 5.88 1 = 5.880

saka teras 0.2 0.2 2.5 = 0.1 4 = 0.400 12.38 m3

Bekisting

Kolom 0.2 0.25 2 3.5 = 3.15 12 = 37.800s oo . = . = .Ring 0.2 2 = 0.4 57 = 22.800

Saka teras 0.2 4 2.5 = 2 4 = 8.000 68.60 m2

Bekisting Plat lanta 7 6.5 = 45.5 = 45.50 m2

Keramik 12.5 3.5 = 43.75 43.75 m2

Cat Kayu

Kusen Jendela 0.07 0.07 0.14 = 0.28 104.4 = 29.232

kusen Pintu 0.07 0.07 0.14 = 0.28 30.4 = 8.512

Jendela 0.05 3 = 0.15 24 = 3.600

Pintu 0.73 2 = 1.46 2 = 2.920

0.9 2 = 1.8 2 = 3.600Jalusi 0.02 2.8 = 0.056 34 = 1.904 49.77 m2

Perhitungan Volume Pekerjaan

8/10/2019 RAB Rumah Sendiri 2014

21/21

Cat Tembok = 409.66 m2

Atap 13 10 = 130 130.00 m2

Kap kuda2 27 0.08 0.12 = 0.259 2 = 0.518

Gapet 4 0.06 0.12 = 0.029 2 = 0.058

Blk Angin (stut) 4 0.06 0.12 = 0.029 2 = 0.058

Gording & balok t 9.5 0.06 0.12 = 0.068 3 = 0.205

Penglari 9.5 0.08 0.12 = 0.091 3 = 0.274 1.11 m3

Lisplang 17 2 14 2 = 62 1 = 62.00 m'