PERHITUNGAN VOLUME

1. Pekerjaan Persiapan

a. Pembersihan lokasi10.00 x 13.50

b. Pagar penganman = 135.002.00 x 10.00 + 13.50

= 47.00mc.Uizet dan pasang bowplang

2.00 x 10.00 + 13.50 + 4.00= 51.00 m

2. Pekerjaan Tanaha. Pengeprasanb. urukanc. Galian tanah untuk pondasi

Pondasi Y 13.50 x 0.70 x 1.00 x 2.00 = 18.90 = 72.4010.00 x 0.70 x 1.00 x 1.00 = 7.00

Pondasi X 3.50 x 0.80 x 1.00 x 5.00 = 14.003.00 x 0.80 x 1.00 x 5.00 = 12.003.25 x 0.80 x 1.00 x 2.00 = 5.202.50 x 0.80 x 1.00 x 1.00 = 2.002.00 x 0.80 x 1.00 x 1.00 = 1.601.50 x 0.80 x 1.00 x 2.00 = 2.401.00 x 0.80 x 1.00 x 1.00 = 0.80

Pondasi Z 10.00 x 0.70 x 0.70 x 1.00 = 4.902.45 x 0.70 x 0.70 x 1.00 = 1.202.15 x 0.70 x 0.70 x 1.00 = 1.051.75 x 0.70 x 0.70 x 1.00 = 0.861.00 x 0.70 x 0.70 x 1.00 = 0.49

m²

m² m²m²m²m²m²m²m²m²m²m²m²m²m²m²

72.40

d. Urukan tanah pondasiVersi 1 0.25 x 72.40 = 18.10Versi 2 Pondasi Y 0.08 x 23.50 = 1.76

m²