Di bawah ini adalah sebuah tabel contoh RAB pembangunan bangunan gedung kantor pemerintah
![Contoh rab sekolah Contoh rab sekolah](https://reader012.docslide.net/reader012/html5/20180215/55cf8f34550346703b99f766/bg3.png)
Contoh Rab Proyek
Untuk Contoh Rab nya Anda Bisa Lihat di Link ini ( Contoh Rab). Untuk Testimoni Klien Yang Pernah Pesan RAB Ke Kita Dari Kalangan Umum,Konsultan,Kontraktor,Dll Bisa Dilihat di Link Ini( Testimoni). Dengan adanya RAB ini kita bisa mengetahui apakah dana yang kita cukup nantinya dalam membangun sebuah rumah, sehingga kita bisa tahu berapa biaya. Contoh RAB Rumah Berikut adalah contoh perhitungan lengkap RAB Rumah yang menjadi referensi untuk Anda. Perhitungan RAB dan Time Schedule untuk Bangunan Rumah — Download.
![Contoh Contoh](https://3.bp.blogspot.com/-EbzAmGZK5yE/VLnXMcnXj_I/AAAAAAAAAAo/P0sRmi7fCqI/s1600/rab.jpg)
![Contoh Contoh](http://www.daksasoft.com/konstruksi/Rekapitulasi%20-daksasoft%20konstruksi.jpg)
![Contoh Rab Contoh Rab](https://blogpictures.99.co/rab.jpg)
PEKERJAAN PEMBANGUNAN GEDUNG…………TAHUN 2008 | ||||
PEKERJAAN | VOLUME | HARGA SAT (Rp) | JUMLAH HARGA (Rp) | |
I. | ||||
1 | m2 | 5,750 | 1,322,500 | |
2 | m' | 138,180 | 9,119,880 | |
3 | 66.00 | 38,370 | 2,532,420 | |
Penebangan pohon | 6.00 | 1,500,000 | 9,000,000 | |
Sub Total I. | 21,974,800 | |||
PEKERJAAN STRUKTUR | ||||
A | ||||
1 | m3 | 14,200 | 653,271 | |
2 | m3 | 6,800 | 165,954 | |
3 | m3 | 17,750 | 426,000 | |
4 | m3 | 173,230 | 414,020 | |
5 | m3 | 173,230 | 1,039,380 | |
Jumlah A | 2,698,625 | |||
PEK. PONDASI | ||||
Pondasi batu kali PB 1 | 11.30 | 525,220 | 5,934,986 | |
Aanstamping | 7.91 | 248,940 | 1,969,115 | |
Pondasi tapak P1 75x75 | 0.56 | 5,117,430 | 2,878,554 | |
Sloof S1 20/15 | 16.00 | 140,330 | 2,245,280 | |
Sloof S2 10/15 | 40.50 | 101,200 | 4,098,600 | |
Sloof S3 15/25 | 25.00 | 199,700 | 4,992,500 | |
Jumlah B | 22,119,036 | |||
C | ||||
1 | m3 | 7,535,890 | 4,883,257 | |
2 | m3 | 5,313,615 | 3,060,642 | |
3 | m' | 83,000 | 6,191,800 | |
4 | m3 | 4,864,060 | 4,961,341 | |
5 | m3 | 5,597,040 | 5,541,070 | |
6 | m' | 37,500 | 3,442,500 | |
7 | m' | 3,065,810 | 10,454,412 | |
8 | m' | 247,140 | 1,112,130 | |
9 | m' | 101,200 | 6,679,200 | |
10 | m' | 140,330 | 2,245,280 | |
Jumlah C | 48,571,632 | |||
73,389,292 | ||||
PEKERJAAN ARSITEKTUR | ||||
A | ||||
1 | m2 | 82,950 | 15,291,833 | |
2 | m2 | 182,710 | 9,795,083 | |
3 | m2 | 24,740 | 11,774,261 | |
4 | m2 | 14,600 | 6,948,432 | |
5 | m2 | 14,600 | 85,410 | |
6 | m2 | 102,960 | 5,724,576 | |
7 | m' | 13,960 | 1,351,328 | |
8 | m2 | 285,000 | 3,997,980 | |
9 | m' | 14,600 | 700,800 | |
Jumlah A | 55,669,702 | |||
PEK. LANTAI | ||||
Rabat beton t. 6 cm Wire Mesh M-4 (1 lapis) | 120.00 | 78,680 | 9,441,600 | |
Keramik 30/30 MU 450 & 408 | 120.00 | 98,330 | 11,799,600 | |
Rabat beton t. 6 cm tanpa tulangan | 41.50 | 55,920 | 2,320,680 | |
Jumlah B | 23,561,880 | |||
C | ||||
1 | unit | 1,446,240 | 4,338,720 | |
unit | 1,364,200 | 0 | ||
2 | unit | 2,413,160 | 2,413,160 | |
3 | unit | 4,480,760 | 4,480,760 | |
unit | 2,243,110 | 0 | ||
unit | 6,962,820 | 0 | ||
unit | 2,774,180 | 0 | ||
4 | unit | 856,750 | 856,750 | |
unit | 1,071,490 | 0 | ||
5 | unit | 1,589,860 | 4,769,580 | |
6 | unit | 1,968,300 | 7,873,200 | |
7 | unit | 3,873,630 | 3,873,630 | |
8 | unit | 131,680 | 0 | |
9 | - | 650,000 | 0 | |
Jumlah C | 28,605,800 | |||
D | ||||
1 | m2 | 212,200 | 31,511,700 | |
2 | m2 | 85,150 | 12,644,775 | |
3 | m' | 100,510 | 1,356,885 | |
4 | m' | 113,510 | 4,313,380 | |
5 | m' | 49,180 | 540,980 | |
6 | m2 | 82,520 | 2,558,120 | |
Jumlah D | 52,925,840 | |||
PEK. SANITAIR | ||||
Wastafel Lengkap TOTO LW 230 | 1.00 | 1,081,000 | 1,081,000 | |
PVC 1/2' | 30.00 | 7,780 | 233,400 | |
PVC 1' | 2.00 | 10,140 | 20,280 | |
Jumlah E | 1,334,680 | |||
F | ||||
1 | Plafond kalsiboard t. 6 mm rangka hollow 2/4 + 4/4 | 36.00 | 77,550 | 2,791,800 |
Plafond gypsum rangka hollow 2/4 + 4/4 | 89.00 | 76,160 | 6,778,240 | |
Plafond beton expose | 31.00 | 14,600 | 452,600 | |
List plafond gypsum | 107.00 | 13,700 | 1,465,900 | |
List plafond kayu | 72.00 | 12,500 | 900,000 | |
Jumlah F | 12,388,540 | |||
G | ||||
1 | m2 | 15,970 | 7,600,442 | |
2 | m2 | 43,000 | 1,451,250 | |
3 | 156.00 | 17,580 | 2,742,480 | |
Cat Listprofil | 179.00 | 1,758 | 314,682 | |
Plitur pintu | m2 | 33,400 | 897,792 | |
Jumlah G | 13,006,646 | |||
187,493,089 | ||||
282,857,181 |
Contoh Rab Acara
Contoh Rab Proyek
Untuk Contoh Rab nya Anda Bisa Lihat di Link ini ( Contoh Rab). Untuk Testimoni Klien Yang Pernah Pesan RAB Ke Kita Dari Kalangan Umum,Konsultan,Kontraktor,Dll Bisa Dilihat di Link Ini( Testimoni). Dengan adanya RAB ini kita bisa mengetahui apakah dana yang kita cukup nantinya dalam membangun sebuah rumah, sehingga kita bisa tahu berapa biaya. Contoh RAB Rumah Berikut adalah contoh perhitungan lengkap RAB Rumah yang menjadi referensi untuk Anda. Perhitungan RAB dan Time Schedule untuk Bangunan Rumah — Download.
PEKERJAAN PEMBANGUNAN GEDUNG…………TAHUN 2008 | ||||
PEKERJAAN | VOLUME | HARGA SAT (Rp) | JUMLAH HARGA (Rp) | |
I. | ||||
1 | m2 | 5,750 | 1,322,500 | |
2 | m' | 138,180 | 9,119,880 | |
3 | 66.00 | 38,370 | 2,532,420 | |
Penebangan pohon | 6.00 | 1,500,000 | 9,000,000 | |
Sub Total I. | 21,974,800 | |||
PEKERJAAN STRUKTUR | ||||
A | ||||
1 | m3 | 14,200 | 653,271 | |
2 | m3 | 6,800 | 165,954 | |
3 | m3 | 17,750 | 426,000 | |
4 | m3 | 173,230 | 414,020 | |
5 | m3 | 173,230 | 1,039,380 | |
Jumlah A | 2,698,625 | |||
PEK. PONDASI | ||||
Pondasi batu kali PB 1 | 11.30 | 525,220 | 5,934,986 | |
Aanstamping | 7.91 | 248,940 | 1,969,115 | |
Pondasi tapak P1 75x75 | 0.56 | 5,117,430 | 2,878,554 | |
Sloof S1 20/15 | 16.00 | 140,330 | 2,245,280 | |
Sloof S2 10/15 | 40.50 | 101,200 | 4,098,600 | |
Sloof S3 15/25 | 25.00 | 199,700 | 4,992,500 | |
Jumlah B | 22,119,036 | |||
C | ||||
1 | m3 | 7,535,890 | 4,883,257 | |
2 | m3 | 5,313,615 | 3,060,642 | |
3 | m' | 83,000 | 6,191,800 | |
4 | m3 | 4,864,060 | 4,961,341 | |
5 | m3 | 5,597,040 | 5,541,070 | |
6 | m' | 37,500 | 3,442,500 | |
7 | m' | 3,065,810 | 10,454,412 | |
8 | m' | 247,140 | 1,112,130 | |
9 | m' | 101,200 | 6,679,200 | |
10 | m' | 140,330 | 2,245,280 | |
Jumlah C | 48,571,632 | |||
73,389,292 | ||||
PEKERJAAN ARSITEKTUR | ||||
A | ||||
1 | m2 | 82,950 | 15,291,833 | |
2 | m2 | 182,710 | 9,795,083 | |
3 | m2 | 24,740 | 11,774,261 | |
4 | m2 | 14,600 | 6,948,432 | |
5 | m2 | 14,600 | 85,410 | |
6 | m2 | 102,960 | 5,724,576 | |
7 | m' | 13,960 | 1,351,328 | |
8 | m2 | 285,000 | 3,997,980 | |
9 | m' | 14,600 | 700,800 | |
Jumlah A | 55,669,702 | |||
PEK. LANTAI | ||||
Rabat beton t. 6 cm Wire Mesh M-4 (1 lapis) | 120.00 | 78,680 | 9,441,600 | |
Keramik 30/30 MU 450 & 408 | 120.00 | 98,330 | 11,799,600 | |
Rabat beton t. 6 cm tanpa tulangan | 41.50 | 55,920 | 2,320,680 | |
Jumlah B | 23,561,880 | |||
C | ||||
1 | unit | 1,446,240 | 4,338,720 | |
unit | 1,364,200 | 0 | ||
2 | unit | 2,413,160 | 2,413,160 | |
3 | unit | 4,480,760 | 4,480,760 | |
unit | 2,243,110 | 0 | ||
unit | 6,962,820 | 0 | ||
unit | 2,774,180 | 0 | ||
4 | unit | 856,750 | 856,750 | |
unit | 1,071,490 | 0 | ||
5 | unit | 1,589,860 | 4,769,580 | |
6 | unit | 1,968,300 | 7,873,200 | |
7 | unit | 3,873,630 | 3,873,630 | |
8 | unit | 131,680 | 0 | |
9 | - | 650,000 | 0 | |
Jumlah C | 28,605,800 | |||
D | ||||
1 | m2 | 212,200 | 31,511,700 | |
2 | m2 | 85,150 | 12,644,775 | |
3 | m' | 100,510 | 1,356,885 | |
4 | m' | 113,510 | 4,313,380 | |
5 | m' | 49,180 | 540,980 | |
6 | m2 | 82,520 | 2,558,120 | |
Jumlah D | 52,925,840 | |||
PEK. SANITAIR | ||||
Wastafel Lengkap TOTO LW 230 | 1.00 | 1,081,000 | 1,081,000 | |
PVC 1/2' | 30.00 | 7,780 | 233,400 | |
PVC 1' | 2.00 | 10,140 | 20,280 | |
Jumlah E | 1,334,680 | |||
F | ||||
1 | Plafond kalsiboard t. 6 mm rangka hollow 2/4 + 4/4 | 36.00 | 77,550 | 2,791,800 |
Plafond gypsum rangka hollow 2/4 + 4/4 | 89.00 | 76,160 | 6,778,240 | |
Plafond beton expose | 31.00 | 14,600 | 452,600 | |
List plafond gypsum | 107.00 | 13,700 | 1,465,900 | |
List plafond kayu | 72.00 | 12,500 | 900,000 | |
Jumlah F | 12,388,540 | |||
G | ||||
1 | m2 | 15,970 | 7,600,442 | |
2 | m2 | 43,000 | 1,451,250 | |
3 | 156.00 | 17,580 | 2,742,480 | |
Cat Listprofil | 179.00 | 1,758 | 314,682 | |
Plitur pintu | m2 | 33,400 | 897,792 | |
Jumlah G | 13,006,646 | |||
187,493,089 | ||||
282,857,181 |
Contoh Rab Acara
Contoh Rab Proposal
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