Upload
umi-fadilah
View
6
Download
0
Embed Size (px)
DESCRIPTION
asd
Citation preview
7/21/2019 hitung
http://slidepdf.com/reader/full/hitung-56efb450c4900 1/1
Contoh Perhitungan (Take Of Sheet)Desa : Baros Jenis Pekerjaan : Peng. JalanKecamatan : Ketanggungan Volume : 1160 x 2.5 x 0.15Kabupaten :
No. Jenis Kegiatan Uraian Pkj Tk MdrI Peng. Jalan (Sirtu) tebal 10 cm BahanPanjang = 960 m Sirtu 2400 x 0.1 x 1.2 = 288 m3Lebar = 2.5 mVolume = 2,400 m2UpahPekerja Hampar Sirtu288 / 4 = 72 HOK 72
II Perkerasan Jalan Telford BahanTebal 10 cm Batu 500 x 0.1 x 1.2 = 60 m3Panjang = 200 m Sirug 500 x 0.05 x 1.2 = 30 m3Lebar = 2.5 m Sirtu 500 x 0.05 x 1.2 = 30 m3Volume = 500 m3UpahPecah Batu 60 / 2 = 30 HOK 175Pasang Batu 500 / 4 = 125 HOK 145Gelar Pasir & Sirtu 60 / 3 = 20 HOK 20