Cara Menghitung Volume Pekerjaan Pondasi
Pasangan batu kosong dibawah pondasi
Tebal = 0.10 M
Panjang = 28.00 M
Volume = 0.10 x 0.50 x 28.0 = 1.40 M3
Tebal = 0.10 M
Panjang = 28.00 M
Volume = 0.10 x 0.50 x 28.0 = 1.40 M3
SNI.20-2001
1 M3 Pasangan batu kosong/Anstampinh
Batu kali 1.200 x 1.40 = 1.69 M3
Pasir Urug = 0.300 x 1.40 = 0.42 M3
Pekerja 0.780 z 1.40 = 1.09 HOK
Tukang 0.390 x 1.40 = 0.55 HOK
Kepala tukang 0.039 x 1.40 = 0.05 HOK
Mandor 0.039 x 1.40 = 0.05 HOK
1 M3 Pasangan batu kosong/Anstampinh
Batu kali 1.200 x 1.40 = 1.69 M3
Pasir Urug = 0.300 x 1.40 = 0.42 M3
Pekerja 0.780 z 1.40 = 1.09 HOK
Tukang 0.390 x 1.40 = 0.55 HOK
Kepala tukang 0.039 x 1.40 = 0.05 HOK
Mandor 0.039 x 1.40 = 0.05 HOK
2. Pondasi Cor Cyclope
Volume pondasi = [1/2x(0.20+0.40)] x 1 = 0.27 M3
= 28.00 x 0.27 = 7.56 M3
Volume pondasi = [1/2x(0.20+0.40)] x 1 = 0.27 M3
= 28.00 x 0.27 = 7.56 M3
SNI 2836:2008-6.10
1 M3 pondasi siklop, 60% campuran 1 PC : 2 PB : 3 KR dan 40 % batu kall
Batu kali 0.48 x 7.56 = 3.63 M3
Semen 4.85 x 7.56 = 36.67 Zak
Pasir beton 0.312 x 7.56 = 2.36 M3
Kerikil beton 0.468 x 7.56 = 3.54 M3
Pekerja 3.4000 x 7.56 = 25.70 HOK
Tukang batu 0.8500 x 7.56 = 6.43 HOK
Kepala tukang 0.0850 x 7.56 = 0.64 HOK
Mandor 0.1700 x 7.56 = 1.29 HOK
1 M3 pondasi siklop, 60% campuran 1 PC : 2 PB : 3 KR dan 40 % batu kall
Batu kali 0.48 x 7.56 = 3.63 M3
Semen 4.85 x 7.56 = 36.67 Zak
Pasir beton 0.312 x 7.56 = 2.36 M3
Kerikil beton 0.468 x 7.56 = 3.54 M3
Pekerja 3.4000 x 7.56 = 25.70 HOK
Tukang batu 0.8500 x 7.56 = 6.43 HOK
Kepala tukang 0.0850 x 7.56 = 0.64 HOK
Mandor 0.1700 x 7.56 = 1.29 HOK
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