Perhitungan RAB TOTAL
22
LANTAI 5 KOLOM UKURAN Nama Jumlah Width(mm) Length(mm) Elev 1 (m) 14.4 Tipe K1 4 800 800 Elev 2 (m) 18 Tipe K2 4 800 800 Tinggi (m) 3.6 Tipe K3 4 800 800 7900 Tipe K3' 2 800 800 Tipe K4 10 800 800 Tipe K5 10 800 800 Tipe K6 10 800 800 KOLOM TULANGAN Nama Jumlah Jumlah D (mm) Tipe K1 4 60 19 Tipe K2 4 60 19 Tipe K3 4 60 19 Tipe K3' 2 60 19 Tipe K4 10 60 19 Tipe K5 10 60 19 Tipe K6 10 60 19 KOLOM Nama Jumlah Kerapatan (mm) Jumlah Tipe K1 4 62.5 59 Tipe K2 4 62.5 59 Tipe K3 4 62.5 59 Tipe K3' 2 62.5 59 Tipe K4 10 62.5 59 Tipe K5 10 62.5 59 Tipe K6 10 62.5 59 KEBUTUHAN KOLOM LANTAI 1 Uraian Jumlah Harga Satuan Jumlah Harga Beton (m3) 101.376 900000 91238400 Baja (kg) 29454.1718838937 11000 323995890.7 Bekisting (m2) 506.88 16500 8363520 Perancah (m2) 50.688 7500 380160 Total Rp423,977,971 ρ Baja (kg/m 3 )
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Transcript of Perhitungan RAB TOTAL
LANTAI 5KOLOM UKURAN BETON
Nama Jumlah Width(mm) Length(mm)
Elev 1 (m) 14.4 Tipe K1 4 800 800 0.64Elev 2 (m) 18 Tipe K2 4 800 800 0.64Tinggi (m) 3.6 Tipe K3 4 800 800 0.64
7900 Tipe K3' 2 800 800 0.64
Tipe K4 10 800 800 0.64Tipe K5 10 800 800 0.64Tipe K6 10 800 800 0.64
KOLOM TULANGAN TULANGAN LENTUR
Nama Jumlah Jumlah D (mm)
Tipe K1 4 60 19 0.00028352873699Tipe K2 4 60 19 0.00028352873699Tipe K3 4 60 19 0.00028352873699Tipe K3' 2 60 19 0.00028352873699Tipe K4 10 60 19 0.00028352873699Tipe K5 10 60 19 0.00028352873699Tipe K6 10 60 19 0.00028352873699
KOLOM SENGKANG
Nama Jumlah Kerapatan (mm) Jumlah D (mm)
Tipe K1 4 62.5 59 13Tipe K2 4 62.5 59 13Tipe K3 4 62.5 59 13Tipe K3' 2 62.5 59 13Tipe K4 10 62.5 59 13Tipe K5 10 62.5 59 13Tipe K6 10 62.5 59 13
KEBUTUHAN KOLOM LANTAI 1Uraian Jumlah Harga Satuan Jumlah Harga
Beton (m3) 101.376 900000 91238400Baja (kg) 29454.1718838937 11000 323995890.7
Bekisting (m2) 506.88 16500 8363520Perancah (m2) 50.688 7500 380160
Total Rp423,977,971
Luas (m2)
ρ Baja (kg/m3)
Luas (m2)
BETON BEKISTING OKE
Keliling (m)
2.304 9.216 3.2 11.52 46.082.304 9.216 3.2 11.52 46.082.304 9.216 3.2 11.52 46.08
2.304 4.608 3.2 11.52 23.04
2.304 23.04 3.2 11.52 115.22.304 23.04 3.2 11.52 115.22.304 23.04 3.2 11.52 115.2
101.376 506.88
50.688
TULANGAN LENTUR
Berat total (kg)
0.00102070345315 0.06124220718908 0.24496882875632 1935.253747174910.00102070345315 0.06124220718908 0.24496882875632 1935.253747174910.00102070345315 0.06124220718908 0.24496882875632 1935.253747174910.00102070345315 0.06124220718908 0.12248441437816 967.6268735874550.00102070345315 0.06124220718908 0.61242207189079 4838.134367937270.00102070345315 0.06124220718908 0.61242207189079 4838.134367937270.00102070345315 0.06124220718908 0.61242207189079 4838.13436793727
Grand Total (kg) 21287.791218924
SENGKANG
Keliling (m) Berat total (kg)
132.732289614169 3 0.02349361526171 0.09397446104683 742.398242269969132.732289614169 3 0.02349361526171 0.09397446104683 742.398242269969132.732289614169 3 0.02349361526171 0.09397446104683 742.398242269969132.732289614169 3 0.02349361526171 0.04698723052342 371.199121134984132.732289614169 3 0.02349361526171 0.23493615261708 1855.99560567492132.732289614169 3 0.02349361526171 0.23493615261708 1855.99560567492132.732289614169 3 0.02349361526171 0.23493615261708 1855.99560567492
Grand Total (kg) 8166.38066496966
Volume (m3) Total (m3) Selimut (m2) Total (m2)
Grand Total (m3) Grand Total (m2)
Perancah (m2)
Vol 1 tulangan (m3) Vol 1 Kolom (m3) Vol total (m3)
Luas (mm2) Vol 1 Kolom (m3) Vol total (m3)
BETON
Massa Jenis 2400
Tebal Selimut 0.025 m
DIMENSI (m)KELILING (m)
b h
0.4 0.75 0.3 236.4 70.920 2.3
TULANGAN UTAMA
Massa Jenis 7900
JUMLAH (n) BERAT (kg)
0.016 0.00020096 236.4 0.0475 14 5254.268
TULANGAN PINGGANG
Massa Jenis 7900
PANJANG (m) JUMLAH (n) BERAT (kg)
0.01 0.0000785 236.4 0.0185574 2 293.207
TULANGAN SENGKANG
Massa Jenis 7900
BALOK KELILING TUL. (m)
B1 0.013 0.000132665 2.1 0.0002785965 3.5B2 0.013 0.000132665 2.1 0.0002785965 3.5B3 0.013 0.000132665 2.1 0.0002785965 3.5B4 0.013 0.000132665 2.1 0.0002785965 3.5B5 0.013 0.000132665 2.1 0.0002785965 3.5B6 0.013 0.000132665 2.1 0.0002785965 3.5B7 0.013 0.000132665 2.1 0.0002785965 3.5B8 0.013 0.000132665 2.1 0.0002785965 3.5B9 0.013 0.000132665 2.1 0.0002785965 3.5
B10 0.013 0.000132665 2.1 0.0002785965 3.5B11 0.013 0.000132665 2.1 0.0002785965 3.5B12 0.013 0.000132665 2.1 0.0002785965 3.5B13 0.013 0.000132665 2.1 0.0002785965 3.5B14 0.013 0.000132665 2.1 0.0002785965 3.5B15 0.013 0.000132665 2.1 0.0002785965 3.5
kg/m3
LUAS PENAMPANG (m2)
PANJANG BALOK TOTAL (m) VOLUME (m3)
kg/m3
DIAMETER (m) AS (m2) PANJANG BALOK
TOTAL (m) VOLUME (m3)
kg/m3
DIAMETER (m) AS (m2) VOLUME (m3)
kg/m3
DIAMETER (m) AS (m2) VOLUME (m3) JARAK TUL.
(m)
B16 0.013 0.000132665 2.1 0.0002785965 3.5B17 0.013 0.000132665 2.1 0.0002785965 3.5B18 0.013 0.000132665 2.1 0.0002785965 3.5B19 0.013 0.000132665 2.1 0.0002785965 3.5B20 0.013 0.000132665 2.1 0.0002785965 3.5B21 0.013 0.000132665 2.1 0.0002785965 3.5B22 0.013 0.000132665 2.1 0.0002785965 3.5B23 0.013 0.000132665 2.1 0.0002785965 3.5B24 0.013 0.000132665 2.1 0.0002785965 3.5B25 0.013 0.000132665 2.1 0.0002785965 3.5B26 0.013 0.000132665 2.1 0.0002785965 3.5B27 0.013 0.000132665 2.1 0.0002785965 3.5B28 0.013 0.000132665 2.1 0.0002785965 3.5B29 0.013 0.000132665 2.1 0.0002785965 3.5B30 0.013 0.000132665 2.1 0.0002785965 3.5B31 0.013 0.000132665 2.1 0.0002785965 3.5B32 0.013 0.000132665 2.1 0.0002785965 3.5B33 0.013 0.000132665 2.1 0.0002785965 3.5B34 0.013 0.000132665 2.1 0.0002785965 3.5B35 0.013 0.000132665 2.1 0.0002785965 3.5B36 0.013 0.000132665 2.1 0.0002785965 3.5
Panjang Total
BEKISTING & PERANCAH
2.3 m
236.4 m
543.72
54.372
JUMLAH (n) BERAT (kg)
3.5 2 4.4025.5 3 6.603
13.8 5 11.0055.5 3 6.6033.5 2 4.4023.5 2 4.4025.5 3 6.603
13.8 5 11.0055.5 3 6.6033.5 2 4.4023.5 2 4.4025.5 3 6.603
13.8 5 11.0055.5 3 6.6033.5 2 4.402
Kel. Penamp
L Total
A Bekisting m2
A Perancah m2
PANJ. BALOK [m]
3.5 2 4.4025.5 3 6.603
13.8 5 11.0055.5 3 6.6033.5 2 4.4023.5 2 4.4025.5 3 6.603
13.8 5 11.0055.5 3 6.6033.5 2 4.4023.5 2 4.4025.5 3 6.603
13.8 5 11.0055.5 3 6.6033.5 2 4.4023.5 2 4.4025.5 3 6.603
13.8 5 11.0055.5 3 6.6033.5 2 4.402
13.8 5 11.005236.4 Grand Total 242.100
BETON
Massa Jenis 2400
Tebal Selimut 0.025 m
DIMENSI (m)KELILING (m)
b h
0.575 0.75 0.43125 59 25.444 2.65
TULANGAN UTAMA
Massa Jenis 7900
JUMLAH (n) BERAT (kg)
0.016 0.00020096 59 0.0119 14 1311.344
TULANGAN PINGGANG
Massa Jenis 7900
PANJANG (m) JUMLAH (n) BERAT (kg)
0.01 0.0000785 59 0.0046315 2 73.178
TULANGAN SENGKANG
Massa Jenis 7900
BALOK KELILING TUL. (m)
B1 0.013 0.000132665 2.45 0.0003250292 3.5B2 0.013 0.000132665 2.45 0.0003250292 3.5B3 0.013 0.000132665 2.45 0.0003250292 3.5B4 0.013 0.000132665 2.45 0.0003250292 3.5B5 0.013 0.000132665 2.45 0.0003250292 3.5B6 0.013 0.000132665 2.45 0.0003250292 3.5
B19 0.013 0.000132665 2.45 0.0003250292 3.5B26 0.013 0.000132665 2.45 0.0003250292 3.5B33 0.013 0.000132665 2.45 0.0003250292 3.5B34 0.013 0.000132665 2.45 0.0003250292 3.5B35 0.013 0.000132665 2.45 0.0003250292 3.5B36 0.013 0.000132665 2.45 0.0003250292 3.5B37 0.013 0.000132665 2.45 0.0003250292 3.5B38 0.013 0.000132665 2.45 0.0003250292 3.5
Panjang Total
kg/m3
LUAS PENAMPANG (m2)
PANJANG BALOK TOTAL (m) VOLUME (m3)
kg/m3
DIAMETER (m) AS (m2) PANJANG BALOK
TOTAL (m) VOLUME (m3)
kg/m3
DIAMETER (m) AS (m2) VOLUME (m3)
kg/m3
DIAMETER (m) AS (m2) VOLUME (m3) JARAK TUL.
(m)
BEKISTING & PERANCAH2.65 m
59 m
156.35
15.635 m2
JUMLAH (n) BERAT (kg)
4.5 3 7.7034.5 3 7.7034.5 3 7.7034.5 3 7.7034.5 3 7.7034.5 3 7.7032.5 2 5.1352.5 2 5.1354.5 3 7.7034.5 3 7.7034.5 3 7.7034.5 3 7.7034.5 3 7.7034.5 3 7.70359 Grand Total 102.709
Kel. Penamp
L Total
A Bekisting m2
A Perancah
PANJ. BALOK [m]
BETONDIMENSI (m)
Panjang/m' (p) Lebar/m' (l) Tebal (t)1 1 0.12 0.12 893.100
Arah Tulangan Jumlah Tulangan L (m) Total
x 13 4500 79 0.0002835287369865y 36 13800 84 0.0002835287369865
Tebal Pelat (m) Kel. Pelat (m)
893.100 0.12 122.6 907.812 90.78136.854
31.8122.6
VOLUME/m' (m3/m') LUAS PELAT (m2)
As (m2)
Luas Pelat (m2) Luas Bekisting (m2) Luas Perancah (m2)
107.172
Panjang (m) Total (kg)
31.8 5627.0190551537127 5077.411665482
Grand Total (kg) 10704.4307206357
VOLUME (m3)
LANTAI 5KOLOM UKURAN BETON
Nama Jumlah Width(mm) Length(mm)
Elev 1 (m) 14.4 Tipe K1 4 800 800 0.64Elev 2 (m) 18 Tipe K2 4 800 800 0.64Tinggi (m) 3.6 Tipe K3 4 800 800 0.64
7900 Tipe K3' 2 800 800 0.64
Tipe K4 10 800 800 0.64Tipe K5 10 800 800 0.64Tipe K6 10 800 800 0.64
KOLOM TULANGAN TULANGAN LENTUR
Nama Jumlah Jumlah D (mm)
Tipe K1 4 48 19 0.00028352873699Tipe K2 4 48 19 0.00028352873699Tipe K3 4 48 19 0.00028352873699Tipe K3' 2 48 19 0.00028352873699Tipe K4 10 48 19 0.00028352873699Tipe K5 10 48 19 0.00028352873699Tipe K6 10 48 19 0.00028352873699
KOLOM SENGKANG
Nama Jumlah Kerapatan (mm) Jumlah D (mm)
Tipe K1 4 62.5 59 13Tipe K2 4 62.5 59 13Tipe K3 4 62.5 59 13Tipe K3' 2 62.5 59 13Tipe K4 10 62.5 59 13Tipe K5 10 62.5 59 13Tipe K6 10 62.5 59 13
KEBUTUHAN KOLOM LANTAI 1Uraian Jumlah Harga Satuan Jumlah Harga
Beton (m3) 101.376 900000 91238400Baja (kg) 25196.6136401089 11000 277162750.041197
Bekisting (m2) 506.88 16500 8363520Total Rp376,764,670
Luas (m2)
ρ Baja (kg/m3)
Luas (m2)
BETON BEKISTING OKE
Keliling (m)
2.304 9.216 3.2 11.52 46.082.304 9.216 3.2 11.52 46.082.304 9.216 3.2 11.52 46.08
2.304 4.608 3.2 11.52 23.04
2.304 23.04 3.2 11.52 115.22.304 23.04 3.2 11.52 115.22.304 23.04 3.2 11.52 115.2
101.376 506.88
50.688
TULANGAN LENTUR
Berat total (kg)
0.00102070345315 0.04899376575126 0.19597506300505 1548.202997739930.00102070345315 0.04899376575126 0.19597506300505 1548.202997739930.00102070345315 0.04899376575126 0.19597506300505 1548.202997739930.00102070345315 0.04899376575126 0.09798753150253 774.1014988699640.00102070345315 0.04899376575126 0.48993765751264 3870.507494349820.00102070345315 0.04899376575126 0.48993765751264 3870.507494349820.00102070345315 0.04899376575126 0.48993765751264 3870.50749434982
Grand Total (kg) 17030.2329751392
SENGKANG
Keliling (m) Berat total (kg)
132.732289614169 3 0.02349361526171 0.09397446104683 742.398242269969132.732289614169 3 0.02349361526171 0.09397446104683 742.398242269969132.732289614169 3 0.02349361526171 0.09397446104683 742.398242269969132.732289614169 3 0.02349361526171 0.04698723052342 371.199121134984132.732289614169 3 0.02349361526171 0.23493615261708 1855.99560567492132.732289614169 3 0.02349361526171 0.23493615261708 1855.99560567492132.732289614169 3 0.02349361526171 0.23493615261708 1855.99560567492
Grand Total (kg) 8166.38066496966
Volume (m3) Total (m3) Selimut (m2) Total (m2)
Grand Total (m3) Grand Total (m2)
Perancah (m2)
Vol 1 tulangan (m3) Vol 1 Kolom (m3) Vol total (m3)
Luas (mm2) Vol 1 Kolom (m3) Vol total (m3)
NO PEKERJAAN VOLUME SATUAN
(a) (b) (c) (d)
1
LANTAI 1Beton 101.376Baja 29454.1718838937 kgBekisting 506.88Perancah 50.688
TOTAL
2
LANTAI 2Beton 101.376Baja 29454.1718838937 kgBekisting 506.88Perancah 50.688
TOTAL
3
LANTAI 3Beton 101.376Baja 29454.1718838937 kgBekisting 506.88Perancah 50.688
TOTAL
4
LANTAI 4Beton 101.376Baja 29454.1718838937 kgBekisting 506.88Perancah 50.688
TOTAL
5
LANTAI 5Beton 101.376Baja 29454.1718838937 kgBekisting 506.88Perancah 50.688
TOTALGRAND TOTAL KOLOM
6
BALOK INDUK
Beton 96.36375Tul. Utama 6565.6123904 kgTul. Pinggang 366.38462 kgTul. Sengkang 344.8096015 kg
Bekisting 700.07
Perancah 70.007TOTAL
GRAND TOTAL (x6) BALOK
m3
m2
m2
m3
m2
m2
m3
m2
m2
m3
m2
m2
m3
m2
m2
m3
m2
m2
7
PELAT
Beton 107.172Tulangan 10704.4307206357 kg
Bekisting 907.812
Perancah 90.7812TOTAL
GRAND TOTAL (x6) PELAT
8
PONDASIBeton 101.376Baja 25196.6136401089 kgBekisting 506.88
TOTALGRAND TOTAL PONDASI
RAB BANGUNAN
NO PEKERJAAN JUMLAH HARGA1 Kolom Rp2,119,889,8542 Balok Rp1,073,090,7313 Pelat Rp1,379,179,7704 Pondasi Rp376,764,670
RAB BANGUNAN Rp4,948,925,025
NO PEKERJAAN VOLUME SATUAN
(a) (b) (c) (d)
6
BALOK INDUK
Beton 96.36375Tul. Utama 6565.6123904 kgTul. Pinggang 366.38462 kgTul. Sengkang 344.8096015 kg
Bekisting 700.07
Perancah 70.007TOTAL
GRAND TOTAL (x6) BALOK
NO PEKERJAAN VOLUME SATUAN
(a) (b) (c) (d)
7
PELAT
m3
m2
m2
m3
m2
m3
m2
m2
7
Beton 107.172Tulangan 10704.4307206357 kg
Bekisting 907.812
Perancah 90.7812TOTAL
GRAND TOTAL (x6) PELAT
NO PEKERJAAN VOLUME SATUAN
(a) (b) (c) (d)
8
PONDASIBeton 101.376Baja 25196.6136401089 kgBekisting 506.88
TOTALGRAND TOTAL PONDASI
m3
m2
m2
m3
m2
HARGA SATUAN (Rp) JUMLAH HARGA (Rp)
(e) (f)=(c) x (e)LANTAI 1
900000 91,238,40011000 323,995,891
16500 8,363,520
7500 380,160TOTAL Rp423,977,971
LANTAI 2
900000 91,238,40011000 323,995,891
16500 8,363,520
7500 380,160TOTAL Rp423,977,971
LANTAI 3
900000 91,238,40011000 323,995,891
16500 8,363,520
7500 380,160TOTAL Rp423,977,971
LANTAI 4
900000 91,238,40011000 323,995,891
16500 8,363,520
7500 380,160TOTAL Rp423,977,971
LANTAI 5
900000 91,238,40011000 323,995,891
16500 8,363,520
7500 380,160TOTAL Rp423,977,971
GRAND TOTAL KOLOM Rp2,119,889,854BALOK INDUK
900000 8672737511000 72221736.294411000 4030230.8211000 3792905.6165
16500 11551155
7500 525052.5TOTAL Rp178,848,455
GRAND TOTAL (x6) BALOK Rp1,073,090,731
PELAT
900000 9645480011000 117748737.926993
16500 14978898
7500 680859TOTAL Rp229,863,295
GRAND TOTAL (x6) PELAT Rp1,379,179,770PONDASI
900000 91,238,40011000 277,162,750
16500 8,363,520TOTAL Rp376,764,670
GRAND TOTAL PONDASI Rp376,764,670RAB BANGUNAN Rp4,948,925,025
HARGA SATUAN (Rp) JUMLAH HARGA (Rp)
(e) (f)=(c) x (e)BALOK INDUK
900000 8672737511000 72221736.294411000 4030230.8211000 3792905.6165
16500 11551155
7500 525052.5TOTAL Rp178,848,455
GRAND TOTAL (x6) BALOK Rp1,073,090,731
HARGA SATUAN (Rp) JUMLAH HARGA (Rp)
(e) (f)=(c) x (e)PELAT
900000 9645480011000 117748737.926993
16500 14978898
7500 680859TOTAL Rp229,863,295
GRAND TOTAL (x6) PELAT Rp1,379,179,770
HARGA SATUAN (Rp) JUMLAH HARGA (Rp)
(e) (f)=(c) x (e)PONDASI
900000 91,238,40011000 277,162,750
16500 8,363,520TOTAL Rp376,764,670
GRAND TOTAL PONDASI Rp376,764,670
