Contoh Format Rab Rumah Tipe 36

RENCANA ANGGARAN BIAYA RUMAH TIPE 36

N0 Uraian Pekerjaan Volume Sat Harga Satuan Jumlah Harga

( Rp ) ( Rp )

1 2 3 4 5 6

I Pekerjaan Persiapan

1 Pengukuran dan Bouplank 1.000 Ls

2 Direksi Keet dan gudang 1.000 Ls

II Pekerjaan Tanah & Pondasi

1 Galian Tanah Pondasi 3.234 m3

2 Urugan Tanah Bekas Galian Pondasi 0.323 m3

3 Urugan Pasir Bawah Pondasi t = 5 cm 0.270 m3

4 Pondasi Batu Kali 1.337 m3

5 Pondasi Rolaag 7.500 m1

6 Urugan Pasir Bawah Lantai t = 3 cm 1.110 m3

III Pekerjaan Konstruksi Beton

1 Sloof Beton 12/10 0.860 m3

2 Kolom Praktis Beton 10/10 0.389 m3

3 Ring Balok 10/12 0.466 m3

4 Sopi-sopi 10/12 0.189 m3

5 Plat Leivel 0.105 m3

IV Pekerjaan Pasangan Dinding

1 Pasangan Batu Bata tasraam 1:4 6.210 m2

2 Pasangan Batu Bata 1:7 78.308 m2

3 Plesteran 1 : 4 10.200 m2

5 Plesteran 1 : 7 126.615 m2

V Pekerjaan Atap

1 Gording, jurai & nok kayu lokal 0.216 m3

2 Rangka Atap (kaso dan reng) lokal 46.640 m2

3 Penutup atap genteng press 46.640 m3

4 Kerpusan termasuk papan reuter 6.000 m1

5 Lisplank atap kayu lokal 10.000 m2

VI Pekerjaan Plafond

1 Plafond Asbes Kerang 44.000 m2

2 List Plafond Kayu Polos 1x3 cm meranti 72.700 m1

VII Pekerjaan Kusen Pintu dan Jendela

1 Kusen Pintu dan Jendela Kayu 6/12 lokal 0.278 m3

2 Daun Pintu Utama Panil 1.000 bh

3 Daun Pintu Biasa Double Tripleks 3.000 bh

4 Daun Pintu Km/Wc Lapis Seng 1.000 bh

5 Pasng Pintu Utama berikut kunci & engsel 1.000 bh

6 Pasng Pintu dalam berikut kunci & engsel 3.000 bh

7 Pasng Pintu KM/WC berikut kunci & engsel 1.000 bh

8 Pasng Jendela berikut kunci & engsel 4.000 bh

9 Pasng Kusen pintu dan jendela kaca tebal 5 mm 8.000 bh

1 2 3 4 5 6

VIII Pekerjaan Instalasi Air

1 Pipa PVC dia 1/2 " 2.000 bt

2 Pipa PVC dia 3 " 2.000 bt

3 Pipa PVC dia 4 " 2.000 bh

IX Pekerjaan Instalasi Listrik

1 Titik Lampu 7.000 bh

2 Titik Stop Kontak + Instalasi 1.000 bh

3 Saklar Engkel 3.000 bh

4 Saklar Double 2.000 bh

5 Stop Kontak 1.000 bh

6 Box Sekring 6A 1.000 bh

7 Kabel Toefour NYM 2x4 mm 17.000 m'

8 Grounding (5ohm) 1.000 ls

X Pekerjaan Lantai dan Dinding

1 Ruang Tidur 30x30 (mulia) 16.500 m2

2 Ruang Tamu & Keluarga 30x30 (mulia) 15.975 m2

3 Teras 30x30 (mulia) 2.500 m2

4 Teras Belakang 20x20 (mulia) 1.000 m2

5 KM/WC dan Bak Mandi 20x20 (Roman) 2.025 m2

6 Dinding KM/WC 20/20 (Roman) 8.730 m2

7 Bak Mandi 10x20 (Roman) 1.440 m2

XI Pekerjaan Sanitasi Air

1 Kloset Jongkok 1.000 bh

2 Kran Tembok ex Lokal 1.000 bh

3 Floor Drain 1.000 bh

XII Pekerjaan Halaman

1 Bak Kontrol dari Pasangan Bata (air hujan) 1.000 bh

2 Septick tank 1.000 ls

3 Rembesan 1.000 ls

XIII Pekerjaan Cat

1 Pengecatan Diding Dalam 68.318 m2

2 Pengecatan Diding Luar 68.318 m2

3 Pengecatan Plafond 44.000 m2

4 Cat Daun Jendela Kaca 20.250 m'

5 Cat Kusen Pintu & Jendela 38.550 m'

6 Cat Lisplank 9.500 m'

7 Sponengan Dinding & Ventilasi 1.000 m'

XIV Pekerjaan Lain-Lain

1 Anti Rayap 1.000 ls

2 Dulker Jalan Masuk 1.000 ls

3 Rabat Jalan Masuk 1.000 m3

4 Tempat Bendera 1.000 bh

1 2 3 4 5 6

XV Pekerjaan Teras

1 Galian Tanah Pondasi 0.288 m3

2 Urugan Pasir Bawah Pondasi t = 5 cm 0.036 m3

3 Pondasi Batu Kali 1 : 7 0.098 m3

4 Urugan Tanah Samping Pondasi 0.029 m3

5 Pondasi Rolaagh 4.500 m'

6 Kolom Praktis Beton 10/10 0.080 m3

7 Ring Balok Beton 10/12 0.054 m3

8 Pasangan Batu Bata Tasraam 1 : 4 0.800 m3

9 Pasangan Batu Bata 1 : 7 6.600 m3

10 Plesteran Dinding Trasraam 1 : 4 1.600 m2

11 Plesteran Dinding 1 : 7 3.300 m2

12 Pengecatan Dinding 4.900 m2

13 Gording,jurai, & nok kayu lokal 6/12 0.043 m3

14 Rangka Atap Kaso kayu Lokal 15.000 m2

15 Genteng Press Penutup atap 15.000 m2

16 Kerpus teramsuk Papan Reuter 3.000 m'

17 Talang BJLS 30 0.288 m2

18 Lisplank atap Kayu Lokal 9.000 m2

19 Plat Leuvel 0.105 m3

XVI Pekerjaan Pagar Samping

1 Sloof Beton 10/12 0.048 m3

2 Pasangan Batu Bata 1 : 7 3.600 m2

3 Plesteran 1 : 7 3.600 m2

4 Pengecetan Dinding 2.200 m2

TOTAL -

1 M2 PLESTERAN 1PC : 3PS Pekerja 0.2000 35,000.00 7,000.00 Mandor 0.0100 44,625.00 446.25 Tukang batu 0.2000 39,375.00 7,875.00 Kepala tukang batu 0.0200 44,625.00 892.50

P. C. 6.4800 kg 984.38 6,378.75 Pasir pasang 0.0170 m3 100,000.00 1,700.00

JumlahUpah di Lt. 2 ( x 1,09 ) 17,672.99 Upah di Lt. 3 ( x 1,12 ) 18,159.40 Upah di Lt. 4 ( x 1,135 ) 18,402.61

1 M2 PLESTERAN 1PC : 6PS Pekerja 0.2000 35,000.00 7,000.00 Mandor 0.0100 44,625.00 446.25 Tukang batu 0.2000 39,375.00 7,875.00 Kepala tukang batu 0.0200 44,625.00 892.50

P. C. 3.6800 kg 984.38 3,622.50 Pasir pasang 0.0230 m3 100,000.00 2,300.00

JumlahUpah di Lt. 2 ( x 1,09 ) 17,672.99 Upah di Lt. 3 ( x 1,12 ) 18,159.40 Upah di Lt. 4 ( x 1,135 ) 18,402.61

1 M2 SPONENGAN / PLESTERAN SUDUTP. C. 0.5000 kg 984.38 492.19 Pasir pasang 0.0020 m3 100,000.00 200.00

Pekerja 0.0570 35,000.00 1,995.00 Mandor 0.0020 44,625.00 89.25 Tukang batu 0.0380 39,375.00 1,496.25 Kepala tukang batu 0.0380 44,625.00 1,695.75

J umlahUpah di Lt. 2 ( x 1,09 ) 5,751.11 Upah di Lt. 3 ( x 1,12 ) 5,909.40 Upah di Lt. 4 ( x 1,135 ) 5,988.54

1 M3 CAMPURAN BETON 1 Pc : 3Ps : 5KrP. C. ( 40 kg/zak ) 5.4500 zak 39,375.00 214,593.75 Batu Pecah Mesin 0.8700 m3 167,500.00 145,725.00 Pasir Beton 0.5200 m3 90,000.00 46,800.00

Pekerja 1.2500 35,000.00 43,750.00 Mandor 0.0800 44,625.00 3,570.00 Tukang batu 0.2500 39,375.00 9,843.75 Kep. Tukang batu 0.0250 44,625.00 1,115.63


1 M3 CAMPURAN BETON 1 Pc : 2Ps : 3KrP. C. ( 40 kg/zak ) 8.2000 zak 39,375.00 322,875.00 Batu Pecah Mesin 0.8100 m3 167,500.00 135,675.00 Pasir Beton 0.5400 m3 90,000.00 48,600.00

Pekerja 1.2500 35,000.00 43,750.00 Mandor 0.6000 44,625.00 26,775.00 Tukang batu 0.3500 39,375.00 13,781.25 Kep. Tukang batu 0.0350 44,625.00 1,561.87

J umlahUpah di Lt. 2 ( x 1,09 ) 93,596.26 Upah di Lt. 3 ( x 1,12 ) 96,172.30

Upah di Lt. 4 ( x 1,135 ) 97,460.32

1 KG PENULANGAN BETONBesi beton 1.0500 kg 11,950.00 12,547.50 Bendrat 0.0150 kg 14,200.00 213.00

Pekerja 0.0075 35,000.00 262.50 Mandor 0.0008 44,625.00 33.47 Kep. Tukang besi 0.0009 42,000.00 37.80 Tukang besi 0.0090 39,375.00 354.38

J umlahUpah di Lt. 2 ( x 1,09 ) 750.08 Upah di Lt. 3 ( x 1,12 ) 770.72 Upah di Lt. 4 ( x 1,135 ) 781.04

1 M2 PASANG BEKISTING PONDASIPapan kayu terentang 0.0400 m3 850,000.00 34,000.00 Minyak bekisting 0.1000 lt 7,500.00 750.00 Paku 0.3000 kg 14,200.00 4,260.00

Pekerj a 0.3000 35,000.00 10,500.00 Mandor 0.0050 44,625.00 223.13 Tukang kayu 0.1000 44,625.00 4,462.50 Kepala tukang kayu 0.0100 47,250.00 472.50


1 M2 PASANG BEKISTING SLOOFPapan kayu terentang 0.0450 m3 850,000.00 38,250.00 Minyak bekisting 0.1000 lt 7,500.00 750.00 Paku 0.2990 kg 14,200.00 4,245.80



1 M2 PASANG BEKISTING KOLOMPapan kayu terentang 0.0400 m3 850,000.00 34,000.00 Paku 0.4000 kg 14,200.00 5,680.00 Minyak bekisting 0.2000 lt 7,500.00 1,500.00 Balok borneo 0.0100 m3 1,500,000.00 15,000.00 Multiplek 9 mm 0.3500 lbr 126,000.00 44,100.00 Dolken kayu galam 10 cm/4 m 2.0000 bt 12,500.00 25,000.00



1 M2 PASANG BEKISTING BALOKPapan kayu terentang 0.0400 m3 850,000.00 34,000.00 Paku 0.4000 kg 14,200.00 5,680.00 Minyak bekisting 0.2000 lt 7,500.00 1,500.00 Balok borneo 0.0100 m3 1,500,000.00 15,000.00

Multiplek 9 mm 0.3500 lbr 126,000.00 44,100.00 Dolken kayu galam 10 cm/4 m 2.0000 bt 12,500.00 25,000.00



1 M2 PASANG BEKISTING PLAT LANTAIPapan kayu terentang 0.0400 m3 850,000.00 34,000.00 Paku 0.4000 kg 14,200.00 5,680.00 Minyak bekisting 0.2000 lt 7,500.00 1,500.00 Balok borneo 0.0120 m3 1,500,000.00 18,000.00 Multiplek 9 mm 0.3500 lbr 126,000.00 44,100.00 Dolken kayu galam 10 cm/4 m 2.0000 bt 12,500.00 25,000.00



1 M2 BONGKAR BEKISTINGPekerj a 0.0133 35,000.00 465.50 Mandor 0.0013 44,625.00 58.01 Tukang kayu 0.0333 44,625.00 1,486.01


1 M3 BETON BERTULANG FOOTPLAT P1Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 135.0000 kg 13,448.64 1,815,566.91 Bekisting 2.2860 m2 59,890.93 136,910.65 Bongkar bekisting 2.2860 m2 2,009.53 4,593.77

J umlah

1 M3 BETON BERTULANG FOOTPLAT P2Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 170.0000 kg 13,448.64 2,286,269.44 Bekisting 2.8600 m2 59,890.93 171,288.05 Bongkar bekisting 2.8600 m2 2,009.53 5,747.24

J umlah

1 M3 BETON BERTULANG SLOOF 25/50Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 145.0000 kg 13,448.64 1,950,053.34 Bekisting 10.0000 m2 59,890.93 598,909.25 Bongkar bekisting 10.0000 m2 2,009.53 20,095.25

J umlah

1 M3 BETON BERTULANG KOLOM 15/15 Beton 1:3:5 1.0000 m3 465,398.13 465,398.13 Besi beton 180.0000 kg 13,448.64 2,420,755.88 Bekisting 26.6670 m2 143,943.75 3,838,547.98 Bongkar bekisting 26.6670 m2 2,009.53 53,588.00

J umlah

Upah di Lt. 2 ( x 1,09 ) 470,643.27 470,643.27 13,510.58 2,431,903.80

145,623.49 3,883,341.54 2,190.38 58,410.92

J umlahUpah di Lt. 3 ( x 1,12 ) 472,391.65 472,391.65

13,531.22 2,435,619.78 146,183.40 3,898,272.73

2,250.67 60,018.56 J umlah

Upah di Lt. 4 ( x 1,135 ) 473,265.84 473,265.84 13,541.54 2,437,477.77

146,463.36 3,905,738.32 2,280.81 60,822.38

J umlah

1 M3 BETON BERTULANG KOLOM 50/50 Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 175.0000 kg 13,448.64 2,353,512.66 Bekisting 8.0000 m2 143,943.75 1,151,550.00 Bongkar bekisting 8.0000 m2 2,009.53 16,076.20


13,510.58 2,364,350.92 145,623.49 1,164,987.90

2,190.38 17,523.06 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 2,367,963.68

146,183.40 1,169,467.20 2,250.67 18,005.34


13,541.54 2,369,770.05 146,463.36 1,171,706.85

2,280.81 18,246.49 J umlah

Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 215.0000 kg 13,448.64 2,891,458.41 Bekisting 7.9992 m2 143,943.75 1,151,427.65 Bongkar bekisting 7.9992 m2 2,009.53 16,074.49


13,510.58 2,904,773.99 145,623.49 1,164,864.12

2,190.38 17,521.20 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 2,909,212.52

146,183.40 1,169,342.94 2,250.67 18,003.43


13,541.54 2,911,431.78 146,463.36 1,171,582.36

2,280.81 18,244.55 J umlah

1 M3 BETON BERTULANG BALOK 25/50 Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 310.0000 kg 13,448.64 4,169,079.56 Bekisting 6.8000 m2 144,643.75 983,577.50 Bongkar bekisting 6.8000 m2 2,009.53 13,664.77

1 M3 BETON BERTULANG KOLOM Ø 50


13,510.58 4,188,278.77 146,386.49 995,428.11

2,190.38 14,894.60 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 4,194,678.51

146,967.40 999,378.32 2,250.67 15,304.54


13,541.54 4,197,878.38 147,257.86 1,001,353.42

2,280.81 15,509.51 J umlah

1 M3 BETON BERTULANG BALOK 20/35 Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 240.0000 kg 13,448.64 3,227,674.50 Bekisting 9.4300 m2 144,643.75 1,363,990.56 Bongkar bekisting 9.4300 m2 2,009.53 18,949.82


13,510.58 3,242,538.41 146,386.49 1,380,424.58

2,190.38 20,655.30 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 3,247,493.04

146,967.40 1,385,902.58 2,250.67 21,223.80


13,541.54 3,249,970.36 147,257.86 1,388,641.58

2,280.81 21,508.05 J umlah

1 M3 BETON BERTULANG BALOK LATAI 15/20 Beton 1:3:5 1.0000 m3 465,398.13 465,398.13 Besi beton 160.0000 kg 13,448.64 2,151,783.00 Bekisting 18.3330 m2 144,643.75 2,651,753.87 Bongkar bekisting 18.3330 m2 2,009.53 36,840.62


13,510.58 2,161,692.27 146,386.49 2,683,703.48

2,190.38 40,156.28 J umlah

Upah di Lt. 3 ( x 1,12 ) 472,391.65 472,391.65 13,531.22 2,164,995.36

146,967.40 2,694,353.34 2,250.67 41,261.50


13,541.54 2,166,646.91 147,257.86 2,699,678.28

2,280.81 41,814.11 J umlah

1 M3 BETON BERTULANG BALOK KONSUL 15/25Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 170.0000 kg 13,448.64 2,286,269.44 Bekisting 17.3330 m2 144,643.75 2,507,110.12

Bongkar bekisting 17.3330 m2 2,009.53 34,831.10 J umlah

Upah di Lt. 2 ( x 1,09 ) 600,746.26 600,746.26 13,510.58 2,296,798.04

146,386.49 2,537,316.99 2,190.38 37,965.90


13,531.22 2,300,307.57 146,967.40 2,547,385.94

2,250.67 39,010.83 J umlah

Upah di Lt. 4 ( x 1,135 ) 604,610.32 604,610.32 13,541.54 2,302,062.34

147,257.86 2,552,420.42 2,280.81 39,533.29

J umlah

1 M3 BETON BERTULANG BALOK 20/40Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 340.0000 kg 13,448.64 4,572,538.88 Bekisting 9.5000 m2 144,643.75 1,374,115.63 Bongkar bekisting 9.5000 m2 2,009.53 19,090.49


13,510.58 4,593,596.07 146,386.49 1,390,671.63

2,190.38 20,808.63 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 4,600,615.14

146,967.40 1,396,190.30 2,250.67 21,381.35


13,541.54 4,604,124.67 147,257.86 1,398,949.63

2,280.81 21,667.70 J umlah

1 M3 BETON BERTULANG RING BALOK 15/25Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 300.0000 kg 13,448.64 4,034,593.13 Bekisting 10.9300 m2 144,643.75 1,580,956.19 Bongkar bekisting 10.9300 m2 2,009.53 21,964.11


13,510.58 4,053,173.01 146,386.49 1,600,004.31

2,190.38 23,940.88 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 4,059,366.30

146,967.40 1,606,353.68 2,250.67 24,599.80


13,541.54 4,062,462.95 147,257.86 1,609,528.37

2,280.81 24,929.26 J umlah

1 M3 BETON BERTULANG RING BALOK 15/25 aBeton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 160.0000 kg 13,448.64 2,151,783.00

Bekisting 17.7400 m2 144,643.75 2,565,980.13 Bongkar bekisting 17.7400 m2 2,009.53 35,648.97


13,510.58 2,161,692.27 146,386.49 2,596,896.29

2,190.38 38,857.38 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 2,164,995.36

146,967.40 2,607,201.68 2,250.67 39,926.85


13,541.54 2,166,646.91 147,257.86 2,612,354.37

2,280.81 40,461.58 J umlah

1 M3 BETON BERTULANG RING BALOK 15/25 bBeton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 210.0000 kg 13,448.64 2,824,215.19 Bekisting 16.4800 m2 144,643.75 2,383,729.00 Bongkar bekisting 16.4800 m2 2,009.53 33,116.97


13,510.58 2,837,221.10 146,386.49 2,412,449.31

2,190.38 36,097.50 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 2,841,556.41

146,967.40 2,422,022.75 2,250.67 37,091.01


13,541.54 2,843,724.06 147,257.86 2,426,809.47

2,280.81 37,587.76 J umlah

1 M3 BETON BERTULANG LISPLANK 10/80Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 90.0000 kg 13,448.64 1,210,377.94 Bekisting 19.7500 m2 144,643.75 2,856,714.06 Bongkar bekisting 19.7500 m2 2,009.53 39,688.12


13,510.58 1,215,951.90 146,386.49 2,891,133.13

2,190.38 43,260.05 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 1,217,809.89

146,967.40 2,902,606.15 2,250.67 44,450.69


13,541.54 1,218,738.88 147,257.86 2,908,342.66

2,280.81 45,046.01 J umlah

1 M3 BETON BERTULANG BALOK 20/60Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13

Besi beton 150.0000 kg 13,448.64 2,017,296.56 Bekisting 8.3330 m2 144,643.75 1,205,316.37 Bongkar bekisting 8.3330 m2 2,009.53 16,745.37


13,510.58 2,026,586.50 146,386.49 1,219,838.60

2,190.38 18,252.46 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 2,029,683.15

146,967.40 1,224,679.34 2,250.67 18,754.82


13,541.54 2,031,231.47 147,257.86 1,227,099.72

2,280.81 19,006.00 J umlah

1 M3 BETON BERTULANG BALOK TANGGA 20/30Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 145.0000 kg 13,448.64 1,950,053.34 Bekisting 13.0000 m2 144,643.75 1,880,368.75 Bongkar bekisting 13.0000 m2 2,009.53 26,123.83


13,510.58 1,959,033.62 146,386.49 1,903,024.34

2,190.38 28,474.97 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 1,962,027.05

146,967.40 1,910,576.20 2,250.67 29,258.68


13,541.54 1,963,523.76 147,257.86 1,914,352.13

2,280.81 29,650.54 J umlah

1 M3 BETON BERTULANG PLAT TANGGA Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 245.0000 kg 13,448.64 3,294,917.72 Bekisting 8.3330 m2 147,643.75 1,230,315.37 Bongkar bekisting 8.3330 m2 2,009.53 16,745.37


13,510.58 3,310,091.29 149,386.49 1,244,837.60

2,190.38 18,252.46 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 3,315,149.15

149,967.40 1,249,678.34 2,250.67 18,754.82


13,541.54 3,317,678.07 150,257.86 1,252,098.72

2,280.81 19,006.00 J umlah

1 M3 BETON BERTULANG PLAT LANTAI 12 CM

Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 140.0000 kg 13,448.64 1,882,810.13 Bekisting 8.3330 m2 147,643.75 1,230,315.37 Bongkar bekisting 8.3330 m2 2,009.53 16,745.37


13,510.58 1,891,480.74 149,386.49 1,244,837.60

2,190.38 18,252.46 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 1,894,370.94

149,967.40 1,249,678.34 2,250.67 18,754.82


13,541.54 1,895,816.04 150,257.86 1,252,098.72

2,280.81 19,006.00 J umlah

1 M3 BETON BERTULANG PLAT ATAP 10 CMBeton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 164.0000 kg 13,448.64 2,205,577.57 Bekisting 10.0000 m2 147,643.75 1,476,437.50 Bongkar bekisting 10.0000 m2 2,009.53 20,095.25


13,510.58 2,215,734.58 149,386.49 1,493,864.88

2,190.38 21,903.82 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 2,219,120.24

149,967.40 1,499,674.00 2,250.67 22,506.68


13,541.54 2,220,813.08 150,257.86 1,502,578.56

2,280.81 22,808.11 J umlah

1 M3 BETON BERTULANG PLAT JEMBATAN TEBAL 20 CMBeton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 75.0000 kg 13,448.64 1,008,648.28 Bekisting 5.0000 m2 147,643.75 738,218.75 Bongkar bekisting 5.0000 m2 2,009.53 10,047.63


13,510.58 1,013,293.25 149,386.49 746,932.44

2,190.38 10,951.91 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 1,014,841.58

149,967.40 749,837.00 2,250.67 11,253.34


13,541.54 1,015,615.74 150,257.86 751,289.28

2,280.81 11,404.05 J umlah

1 M3 BETON BERTULANG DINDING JEMBATAN TEBAL 20 CMBeton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 75.0000 kg 13,448.64 1,008,648.28 Bekisting 10.0000 m2 147,643.75 1,476,437.50 Bongkar bekisting 10.0000 m2 2,009.53 20,095.25


13,510.58 1,013,293.25 149,386.49 1,493,864.88

2,190.38 21,903.82 J umlah

Upah di Lt. 3 ( x 1,12 ) 603,322.30 603,322.30 13,531.22 1,014,841.58

149,967.40 1,499,674.00 2,250.67 22,506.68


13,541.54 1,015,615.74 150,257.86 1,502,578.56

2,280.81 22,808.11 J umlah

1 M3 BETON BERTULANG ABUTMENT 2Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 90.0000 kg 13,448.64 1,210,377.94 Bekisting 4.8400 m2 54,668.13 264,593.73 Bongkar bekisting 4.8400 m2 2,009.53 9,726.10

J umlah

1 M3 BETON BERTULANG ABUTMENT 1Beton 1: 2:3 1.0000 m3 593,018.13 593,018.13 Besi beton 145.0000 kg 13,448.64 1,950,053.34 Bekisting 5.3100 m2 54,668.13 290,287.74 Bongkar bekisting 5.3100 m2 2,009.53 10,670.58

J umlah

1 M2 PASANG USUK & RENG Usuk 5/7 0.0070 m3 6,950,000.00 48,650.00 Reng 2/3 3.0000 m' 6,750.00 20,250.00 Paku 0.1500 kg 14,200.00 2,130.00

Pekerja 0.1500 35,000.00 5,250.00 Mandor 0.0050 44,625.00 223.13 Tukang kayu 0.2000 44,625.00 8,925.00 Kepala tukang kayu 0.0200 47,250.00 945.00


1 M3 GORDINGKayu kamper 1.0500 m3 6,950,000.00 7,297,500.00 Paku 1.1500 kg 14,200.00 16,330.00

Pekerja 2.0000 35,000.00 70,000.00 Mandor 0.1000 44,625.00 4,462.50 Tukang kayu 6.5000 44,625.00 290,062.50 Kepala tukang kayu 0.6500 47,250.00 30,712.50


1 M' LISPLANK PAPAN 3 x 30Papan Lisplank 0.0090 m3 7,700,000.00 69,300.00 Paku 0.1000 kg 14,200.00 1,420.00

Pekerja 0.1730 35,000.00 6,055.00 Mandor 0.0148 44,625.00 660.45 Tukang kayu 0.2500 44,625.00 11,156.25 Kepala tukang kayu 0.0250 47,250.00 1,181.25


1 m2 Pasang pintu teakwood rangkap, rangka kayu bangkireyPapan kayu bangkirey 0.0196 7,700,000.00 150,920.00 Paku biasa 1/2" - 1" 0.0300 kg 14,200.00 426.00 Lem kayu 0.3000 kg 12,500.00 3,750.00 Teakwood 3 mm 0.6750 lbr 80,000.00 54,000.00

Tukang kayu 2.0000 org 44,625.00 89,250.00 Kepala tukang kayu 0.2000 org 47,250.00 9,450.00 Pekerja 0.6000 org 35,000.00 21,000.00 Mandor 0.0300 org 44,625.00 1,338.75


1 UNIT DAUN PINTU P1 Rangka pintu/jendela all 5.6000 150,000.00 840,000.00

J umlah

1 UNIT DAUN PINTU P2Rangka pintu/jendela all 13.2000 150,000.00 1,980,000.00 Teakwood 3.6400 m2 26,874.50 97,823.17 Melamine 3.6400 m2 80,000.00 291,200.00

J umlah

1 UNIT DAUN PINTU P3Rangka pintu/jendela all 12.1500 150,000.00 1,822,500.00 Teakwood 4.5000 m2 26,874.50 120,935.23 Melamine 4.5000 m2 80,000.00 360,000.00

J umlah

1 UNIT DAUN PINTU P3'Rangka pintu/jendela all 12.3000 150,000.00 1,845,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah

1 UNIT DAUN PINTU P 4Rangka pintu/jendela all 3.4000 150,000.00 510,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah

1 UNIT DAUN PINTU P 5Clading 8.2800 m2 450,000.00 3,726,000.00 Daun pintu temperd 2.0000 bh 3,750,000.00 7,500,000.00 Floor hinge 2.0000 set 1,200,000.00 2,400,000.00

J umlah

1 UNIT DAUN PINTU PJ1Rangka pintu/jendela all 11.6000 150,000.00 1,740,000.00

m3

m1

m1

m1

m1

m1

m1

Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah

1 UNIT DAUN PINTU PJ2Rangka pintu/jendela all 32.6000 150,000.00 4,890,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah


J umlah


J umlah

1 UNIT DAUN PINTU PBV 1Rangka pintu/jendela all 6.1000 150,000.00 915,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah

1 UNIT DAUN JENDELA J1Rangka pintu/jendela all 12.3000 150,000.00 1,845,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah


J umlah

1 UNIT DAUN JENDELA J5Rangka pintu/jendela all 6.6000 150,000.00 990,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah


J umlah


J umlah


J umlah

m1

m1

m1

m1

m1

m1

m1

m1

m1

m1

1 UNIT DAUN JENDELA BVRangka pintu/jendela all 1.6000 150,000.00 240,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah

1 UNIT DAUN JENDELA BV 3Rangka pintu/jendela all 2.0000 150,000.00 300,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah

1 UNIT DAUN JENDELA BV4Rangka pintu/jendela all 5.7000 150,000.00 855,000.00 Teakwood - m2 26,874.50 0.00 Melamine - m2 80,000.00 0.00

J umlah

1 M2 PASANGAN KERAMIK LANTAI 20 x 20 Keramik 20 x 20 1.0000 m2 57,750.00 57,750.00 P. C. 11.3800 kg 984.38 11,202.19 Pasir pasang 0.0300 m3 100,000.00 3,000.00 P. C. warna 0.0130 kg 4,000.00 52.00

Pekerja 0.2500 35,000.00 8,750.00 Mandor 0.0250 44,625.00 1,115.63 Tukang batu 0.1500 39,375.00 5,906.25 Kepala tukang batu 0.0150 44,625.00 669.38


1 M2 PASANGAN KERAMIK DINDING 20/25Keramik Dinding 1.0000 m2 63,000.00 63,000.00 P. C. 8.0000 kg 984.38 7,875.00 Pasir pasang 0.0300 m3 100,000.00 3,000.00 P.C. warna 0.0130 kg 4,000.00 52.00

Pekerja 0.2500 35,000.00 8,750.00 Mandor 0.0250 44,625.00 1,115.63 Tukang batu 0.1850 39,375.00 7,284.38 Kep. Tukang Batu 0.0185 44,625.00 825.56


1 M2 PASANGAN KERAMIK 30/30Keramik 1.0000 m2 55,000.00 55,000.00 P. C. 8.0000 kg 984.38 7,875.00 Pasir pasang 0.0300 m3 100,000.00 3,000.00 P.C. warna 0.0130 kg 4,000.00 52.00

Pekerja 0.2500 35,000.00 8,750.00 Mandor 0.0250 44,625.00 1,115.63 Tukang batu 0.1500 39,375.00 5,906.25 Kep. Tukang Batu 0.0150 44,625.00 669.38


1 M2 PENGECATAN DINDING DAN PLAFONDCat dasar 0.1000 kg 12,850.00 1,285.00

m1

m1

m1

Cat penutup 2x 0.2600 kg 12,850.00 3,341.00 Plammur 0.1000 kg 15,000.00 1,500.00

Pekerja 0.0200 35,000.00 700.00 Mandor 0.0025 44,625.00 111.56 Tukang cat 0.1000 39,375.00 3,937.50 Kepala tukang cat 0.0100 42,000.00 420.00


1 M2 PENGECATAN DINDING WEATHERSHIELDCat dasar 0.1000 kg 63,000.00 6,300.00 Cat penutup 2x 0.2600 kg 63,000.00 16,380.00 Plammur 0.1000 kg 15,000.00 1,500.00

Pekerja 0.0200 35,000.00 700.00 Mandor 0.0025 44,625.00 111.56 Tukang cat 0.1000 39,375.00 3,937.50 Kepala tukang cat 0.0100 42,000.00 420.00


1 M2 PENGECATAN KAYU / BESICat dasar 0.1700 kg 36,750.00 6,247.50 Cat penutup 2x 0.2600 kg 36,750.00 9,555.00 Plammur 0.1500 kg 15,000.00 2,250.00 Meni 0.2000 kg 14,000.00 2,800.00

Tukang cat 0.0090 39,375.00 354.38 Pekerja 0.0700 35,000.00 2,450.00 Mandor 0.0025 44,625.00 111.56 Kepala tukang cat 0.0060 42,000.00 252.00


1 m2 PASANG PAVINGPekerja 0.2000 35,000.00 7,000.00 Tukang batu 0.0800 39,375.00 3,150.00 Kepala Tukang 0.0075 44,625.00 334.69 Mandor 0.0120 44,625.00 535.50

Paving 1.0500 m2 65,000.00 68,250.00 Pasir Urug 0.1000 m3 80,000.00 8,000.00

J umlah

16,213.75

8,078.75 24,292.50

25,751.74 26,238.15 26,481.36

16,213.75

6,815.00 23,028.75

24,487.99 24,974.40 25,217.61

692.19

5,276.25 5,968.44

6,443.30 6,601.59 6,680.73

407,118.75

58,279.38 465,398.13

470,643.27 472,391.65 473,265.84

507,150.00

85,868.13 593,018.13

600,746.26 603,322.30

604,610.32

12,760.50

688.14 13,448.64

13,510.58 13,531.22 13,541.54

39,010.00

15,658.13 54,668.13

56,077.36 56,547.10 56,781.97

43,245.80

16,645.13 59,890.93

61,388.99 61,888.34 62,138.02

125,280.00

18,663.75 143,943.75

145,623.49 146,183.40 146,463.36

125,280.00

19,363.75 144,643.75

146,386.49 146,967.40 147,257.86

128,280.00

19,363.75 147,643.75

149,386.49 149,967.40 150,257.86

2,009.53 2,190.38 2,250.67 2,280.81

2,550,089.46

3,056,322.85

3,162,075.97

6,778,289.98

6,844,299.54

6,866,302.72

6,877,304.31

4,114,156.98

4,147,608.13

4,158,758.52

4,164,333.71

4,651,978.67

4,687,905.56

4,699,881.19

4,705,869.00

5,759,339.96

5,799,347.74

5,812,683.67

5,819,351.64

5,203,633.01

5,244,364.54

5,257,941.72

5,264,730.31

5,305,775.62

5,356,195.29

5,373,001.85

5,381,405.13

5,421,228.78

5,472,827.18

5,490,026.64

5,498,626.38

6,558,763.11

6,605,822.59

6,621,509.09

6,629,352.33

6,230,531.55

6,277,864.45

6,293,642.08

6,301,530.90

5,346,430.22

5,398,192.20

5,415,446.19

5,424,073.18

5,834,079.28

5,886,514.17

5,903,992.47

5,912,731.62

4,699,798.24

4,751,091.34

4,768,189.03

4,776,737.88

3,832,376.43

3,865,423.82

3,876,439.61

3,881,947.51

4,449,564.04

4,491,279.18

4,505,184.23

4,512,136.75

5,134,996.58

5,173,927.60

5,186,904.61

5,193,393.11

3,722,888.99

3,755,317.05

3,766,126.40

3,771,531.08

4,295,128.45

4,332,249.53

4,344,623.22

4,350,810.07

2,349,932.78

2,371,923.86

2,379,254.22

2,382,919.39

3,098,199.16

3,129,808.21

3,140,344.56

3,145,612.73

2,077,715.89

2,844,029.79

71,030.00

15,343.13 86,373.13

87,754.01 88,214.30 88,444.45

7,313,830.00

395,237.50 7,709,067.50

7,744,638.88 7,756,496.00 7,762,424.56

70,720.00

19,052.95 89,772.95

91,487.72 92,059.30 92,345.10

209,096.00

121,038.75 330,134.75

341,028.24 344,659.40 346,474.98

840,000.00

2,369,023.17

2,303,435.23

1,845,000.00

510,000.00

13,626,000.00

1,740,000.00

4,890,000.00

1,545,000.00

1,125,000.00

915,000.00

1,845,000.00

2,340,000.00

990,000.00

660,000.00

1,140,000.00

570,000.00

240,000.00

300,000.00

855,000.00

72,004.19

16,441.25 88,445.44

89,925.15 90,418.39 90,665.01

73,927.00

17,975.56 91,902.56

93,520.36 94,059.63 94,329.26

65,927.00

16,441.25 82,368.25

83,847.96 84,341.20 84,587.82

6,126.00

5,169.06 11,295.06

11,760.28 11,915.35 11,992.89

24,180.00

5,169.06 29,349.06

29,814.28 29,969.35 30,046.89

20,852.50

3,167.94 24,020.44

24,305.55 24,400.59 24,448.11

11,020.19

77,120.19 88,140.38

DAFTAR HARGA BAHAN DAN UPAH TENAGA

NO J E N I S B A H A N SATUAN HARGA

B A H A N :

1 Pasir pasang m3 100,000.00 2 Pasir urug m3 80,000.00 3 Tanah urug m3 30,000.00 4 Pasir beton m3 90,000.00 5 Batu split 2/3 m3 167,500.00 6 Batu kali m3 85,000.00 7 Bata merah bh 310.00 8 Semen (PC) / 40 Kg zak 39,375.00 9 Semen (PC) kg 984.38

10 Semen (PC) warna kg 4,000.00 11 Kapur m3 180,000.00 12 Balok kayu meranti m3 1,500,000.00 13 Balok kayu kamper m3 6,950,000.00 14 Papan kayu kamper m3 7,500,000.00 15 Papan kayu bangkirey m3 7,700,000.00 16 Reng 3/4 m1 6,750.00 17 Multipleks 9 mm Lbr 126,000.00 18 Teakwood 3 mm lbr 80,000.00 19 Besi beton kg 11,950.00 20 Paku kg 14,200.00 21 Kawat bendrat kg 14,200.00 22 Keramik 30 x 30 cm m2 55,000.00 23 Keramik 20 x 20 cm m2 57,750.00 24 Keramik Dinding 20 X 25 m2 63,000.00 25 Paving m2 65,000.00 26 Cat kayu kg 36,750.00 27 Cat tembok kg 12,850.00 28 Cat tembok weathershield kg 63,000.00 29 Plamur kg 15,000.00 30 Menni kg 14,000.00 31 Minyak cat kg 14,000.00 32 Minyak bekisting lt 7,500.00

UPAH TENAGA KERJA :

1 PEKERJA per Hari 35,000.00 2 TUKANG GALI per Hari 36,750.00 3 MANDOR per Hari 44,625.00 4 TUKANG BATU per Hari 39,375.00 5 KEPALA TUKANG BATU per Hari 44,625.00 6 TUKANG KAYU per Hari 44,625.00 7 KEPALA TUKANG KAYU per Hari 47,250.00 8 TUKANG BESI per Hari 39,375.00 9 KEPALA TUKANG BESI per Hari 42,000.00

10 TUKANG CAT per Hari 39,375.00 11 KEPALA TUKANG CAT per Hari 42,000.00

DIMENSI PILE CAP / POER TAHAP IIType P2 P3 P4

Jmlh ttk pcg 7 6 5

Ukuran (2.4x2.0x0.60) (1.6X2.4X0.6) (1.6X2.4X0.6)

Volume/unit 2.88 2.304 2.304

Jumlah ( Unit ) 16 6 7

Volume total (M3) 46.08 13.824 16.128

Vol titik pancang 1008 324 315Vol sambungan / las 112 36 35Pecah kepala tiang 112 36 35

Galian poer 46.08 13.824 16.128

Luas telapak (m2)/unit 4.8 3.84 3.84L.telapak total (m2) 76.8 23.04 26.88

Luas telapak panjang luas telapak totalSloof S1 (35x50) 0.35 157.50 55.125Sloof S2 (25x50) 0.25 198.00 49.5

104.625

DIMENSI STRUKTUR ATASLANTAI DASAR / LANTAI 1

Kolom h.4.25 m Dimensi jumlah ( tiang ) VolumeK1 ( 45 X 45 ) 18 15.49 m3K2 ( 45 X 45 ) 20 17.21 m3K4 ( 40 X 40 ) 2 1.36 m3K5 ( 30 X 30 ) 2 0.77 m3

Balok Lantai 2 Dimensi panjang ( m ) VolumeB1 ( 30 X 60 ) 181.25 32.63 m

B1a ( 30 X 60 ) 28 5.04 mB2 ( 30 X 50 ) 184 27.60 mB3 ( 30 X 40 ) 151 18.12 mB4 ( 30 X 45 ) 25 3.38 mB5 ( 20 X 35 ) 181.25 12.69 m

Balok konsolBK1 (30 X 40/60 ) 52.25 7.84 m

Luasan lantai bawah 1318 m2terdiri dari :

Rabat keliling paving 630 M2lebar 2 m 200.5 keramiklebar1 m 31 r. fitnes 112.5

m2 231.5 r. lab fitnes 96.875

gudang alat 46.875Ram jalan masuk 60 satpam 16.25

6 Teras 21 293.5m2 66

Pas batu bata Plesteran betonpot tanaman h. 60 cm 21 m2 kolom 280.44pagar parkir h. 100 37.5 m2 balok 745.24Saluran kll bangunan 176 m' tangga 57bak kontrol 60/60 13 unit 1082.68Plesteran sudut

kolom 731 Saluran drainasebalok 1373

pagar h. 100 75 Plafonpot tanaman h. 60 cm 35.8 gypsum board 293.5

2214.8 m' Calsiboard 215.99KONSOL

Konsol keliling lt 1 & 2 L = 2.20 m' List plafongenting / usuk reng 215.99 m2 dalam 145.5

canal 1,805.44 kg konsol 199.0059.20 kg 344.5

nok genting konsol 12.00 m'nok ddg 102.85 m'

Listplank 107.25 m'

Balok konsol l = 2.75 19.00 bhdimensi 25 / 40-50

volume 7.8375 m3 Konsol BK1u/ lt 1 & 2 sama

Lantai 3 19.00 bh 11

5.878125 m3 5.15625

Volume plat lantai lubang tangga luas tebal 12 cm

Plat beton lt dasar / 1 949.375 45 904.375 0.12

Plat beton lt 2 1204.875 82.5 1122.375 0.12

Plat beton lt 3 1360 82.5 1277.5 0.12

Plat beton lt 4 310 84 226 0.12

Plat beton talang 227.76 227.76 0.1

Plat tangga 1 unit 4.13 m3Railing tangga 8.75 m

lt1 , h = 90 cm 35 m 48lt1 , ddg 56

lt2 , h = 90 cm 35 mlt2 , ddg 56

jarum gording Ø 10 mm

lt3 , h = 90 cm 35 mlt3 , ddg 93.5

lt4 , ddg 49.5

LANTAI 2 ( DUA )Kolom h.4.25 m Dimensi jumlah ( tiang ) Volume

K2 ( 45 X 45 ) 38 32.70 m3K4 ( 40 X 40 ) 2 1.36 m3K5 ( 30 X 30 ) 2 0.77 m3

Balok Lantai 3 Dimensi panjang (m ) VolumeB1 ( 30 X 60 ) 217.5 39.15 mB1' ( 30 X 60 ) 56 10.08 mB2 ( 30 X 50 ) 202 30.30 mB3 ( 30 X 40 ) 172 20.64 mB4 ( 30 X 45 ) 52.5 7.09 mB5 ( 20 X 35 ) 224 15.68 mB6 ( 20 X 30 ) 0.00 m

Balok konsol BK1 (30 X 60/40 ) m

Plat beton lt 2 437.5 lubang tangga luas tebal 12 cm490 66 1111.25 0.12

198.7551

1177.25KERAMIK -2

keramik 40 x 40luas lt 2 1,360.00 keramik lt 40 x 40 1,380.13 m2

+ selasar belakang 122.631,482.63

lubang tangga 4 bh 60.00lavatory 35.00

tempat wudhu 7.50102.50

PLAFOND -2Luas lt 2 1,360.00 Gypsumboard 1,387.63 m2


lavatory 35 Calsiboard 304.98 m2lubang tangga 60.00

95

konsol 269.98

LANTAI 3 (TIGA )Kolom h.4.25 m Dimensi jumlah ( tiang ) Volume

K3 ( 40 X 40 ) 58 39.44 m3K4 ( 40 X 40 ) 2 1.36 m3K5 ( 30 X 30 ) 2 0.77 m3

Balok lantai 4 Dimensi panjang (m ) VolumeB1 ( 30 X 60 ) 265 47.70 mB1' ( 30 X 60 ) 56 10.08 mB2 ( 30 X 50 ) 247 37.05 mB3 ( 30 X 40 ) 189 22.68 mB4 ( 30 X 45 ) 52 7.02 mB5 ( 20 X 35 ) 269.5 18.87 m

Balok konsol BK1 (30 X 60/40 ) 2.75 mBK2 (30 X 50/40 ) 3.25

Plat beton lt 3 437.5 lubang tangga luas tebal 12 cm857.5 81 1265 0.12

-51

1346KERAMIK - 3

keramik 40 x 40luas lt 3 1,360.00 keramik lt 40 x 40 1,365.13 m2


lubang tangga 4 bh 60.00void 22.50

lavatory 35.00117.50

PLAFOND -3Luas lt 2 1,360.00 Gypsumboard 1,365.13 m2


lavatory 35 Calsiboard 250.99 m2void 22.5

lubang tangga 60.00

117.5

KONSOLkonsol 2.20 m 215.99

genting / usuk reng 215.99 m2canal 1,805.44 kg

59.20 kgnok konsol 102.85 m'

Listplank 107.25 m'

konsol 4 mgenting / usuk reng 224.70 m2

canal 1,033.06 kg33.30 kg

nok konsol 56.18 m'Listplank 58.85 m'

LANTAI 4 (EMPAT )Kolom h.4.25 m Dimensi jumlah ( tiang ) Volume

K4 ( 40 X 40 ) 40 27.20 m3K5 ( 30 X 30 ) 2 0.77 m3

Balok lantai 5 / atap. Dimensi panjang (m ) VolumeBA1 ( 30 X 40 ) 195 23.40 mBA2 ( 30 X 50 ) 117 17.55 mBA3 ( 30 X 60 ) 14 2.52 mBA4 ( 30 X 40 ) 103 12.36 mBA5 ( 15 X 25 ) 0 0.00 mB6 ( 20 X 30 ) 93 5.58 m

Balok konsol BK1 (30 X 60/40 ) mBK2( 30 X 50/30 ) 2.75 m

KERAMIKkeramik 40 x 40

luas lt 4 1,360.00 keramik lt 40 x 40 1,242.50 m2

1,360.00lubang tangga 4 bh 60.00

void 22.50lavatory 35.00

117.50

PLAFOND

KONSOL 2.20 mgenting / usuk reng 344.19 m2

canal 2,877.12 kg



92.50 kgnok konsol 156.45 m'

Listplank 163.90 m'

LANTAI 5 (LIMA )/ TALANG BETONKolom h. 3 m Dimensi jumlah ( tiang ) Volume

K4 ( 40 X 40 ) 36 17.28 m3

Balok lantai talang Atap Dimensi panjang (m ) VolumeBA1 ( 30 X 40 ) 140 16.80 m

BA3 ( 30 X 60 /40 ) 52.8 9.50 mBA6 ( 20 X 12 ) 209.8 5.04 m

RANGKA BAJA

I unit atap baja type A Profil Jumlah panjang berat ( kg/m )K1 ( IWF 300X150 ) 4 22.4 36.67K2 ( IWF 300X150 ) 2 20.7 36.67KJ ( IWF 300X150 ) 4 14.3 36.67

1/2 K1 ( IWF 250X125 ) 2 12.45 29.58K3 ( IWF 250X125 ) 4 6.6 29.58

2 CANAL 125X50X20 2 3.09 12.262 5.55 12.262 8 12.262 10.46 12.262 12.92 12.262 15.38 12.262 17.84 12.26

2 18.14 12.262 20.6 12.262 23.1 12.262 25.5 12.262 27.9 12.262 30.5 12.262 32 12.262 35.4 12.26


Profil Jumlah panjang berat ( kg/m )168 1.5 0.62

12 16 1.58

Luasan atap 420 unit105105 630 1 1

Bumbungan / nok 1 77.5Sirip sirip 1 114.6 1

I unit atap baja type B Profil Jumlah panjang berat ( kg/m )K1 ( IWF 300X150 ) 2 22.4 36.67K2 ( IWF 300X150 ) 2 20.7 36.67KJ ( IWF 300X150 ) 4 14.3 36.67

1/2 K1 ( IWF 250X125 ) 2 12.45 29.58K3 ( IWF 250X125 ) 4 6.6 29.58

2 CANAL 125X50X20 2 3.09 12.262 5.55 12.262 8 12.262 10.46 12.262 12.92 12.262 15.38 12.262 17.84 12.26

2 8.14 12.262 10.6 12.262 13.1 12.262 15.5 12.262 17.9 12.262 20.5 12.262 22 12.262 25.4 12.26

Profil Jumlah panjang berat ( kg/m )140 1.5 0.62

8 16 1.58

Luasan atap 90 unit105105 300 1 1

Bumbungan / nok 1 67.5Sirip sirip 1 94.6 1

Jarum gording Ø 10 mm

Ikatan angin Ø 16 mm

Jarum gording Ø 10 mm

Ikatan angin Ø 16 mm

P5 P6 P7 P1 Total 4 3 2 8

(1.6X1.6X0.6) ((0.8X1.6)+(1.2X0.8))*0.6 (0.8X1.6X0.6) (2.4x2.0x0.60)

1.536 1.344 0.768 2.88

2 2 9 42

3.072 2.688 0 25.92

72 54 0 648 2,421.00 meter8 6 0 72 269.00 titik8 6 0 72 269.00 bh

3.072 2.688 0 25.92 107.71

2.56 2.24 1.28 4.805.12 4.48 0 43.20 179.52

Volume27.5625 m3

24.75 m3m2

19 bh

u/ lantai 1,2,3 & 4keramik tangga 40/40 / unitanak tangga ( x ) 6.6anak tangga ( y ) 4.4

bordes 4.515.5

Stepnoising tangga 36

compound lantai 646.25 m2m2m2m2m2

m2m2

m'm'm'

volume di lantai108.525 2

134.685 3

153.3 4

27.12 5

22.776 6

23 bh

volume133.35

19 bh12 bh

volume151.8

berat total ( kg )3,449.601,593.902,202.20

7,245.70 kg773.46820.05

796.75 kg

79.56142.89205.97269.30332.64395.97459.31

467.03530.37594.73656.52718.31785.25823.87911.41 7,373.14 kg

berat total ( kg )163.17 163.17 kg

319.2 319.2 kg

661.5 m2

97.5 m114.6 m

berat total ( kg )1,724.801,593.902,202.20

5,520.90 kg773.46820.05

796.75 kg

79.56142.89205.97269.30332.64395.97459.31

209.57272.91337.27399.06460.85527.79566.41653.95 5,313.46 kg

berat total ( kg )135.975 135.975 kg

212.8 212.8 kg

315 m2

87.5 m94.6 m

Contoh Format Rab Rumah Tipe 36

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Transcript of Contoh Format Rab Rumah Tipe 36