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Contoh Rab Sekolah
Di bawah ini adalah sebuah tabel contoh RAB pembangunan bangunan gedung kantor pemerintah https://emzvww.weebly.com/online-mac-download.html.
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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 |
Rincian Anggaran Biaya
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