Sumur Gali, Sudarmanto

No. Jenis Kegiatan Uraian
I Galian Tanah Upah
Diameter = 1 m Pekerja 45 / 0,16 = 281 HOK
Dalam = 5 m
Volume = 5 m3

II Drainase
Panjang = 10 m Pekerja 13,5 / 1 = 14 HOK
Lebar = 0,3 m Buang Tanah
Tinggi = 0,5 m 58,5 / 1 = 59 HOK
Volume = 1,5 m3




III Pas. 1/2 bata (1:8) Bahan
Volume Pasir 259,56 x 0,084 = 22 m3
A. Sumur = 2 x 3.14 x 0.5 x 6 Bata 259,56 x 70 = 18169 bh
= 18,84 m2 Semen 259,56 x 0,27 = 70 zak
B. Lantai = 16 x 0.25
= 4 m2 Upah
C Drainase = 2 x 0.3 x 10 Tukang 259,56 x 0,175 = 45 HOK
= 6 m2 Pekerja 259,56 x 0,525 = 136 HOK
Total Vol = 28,84 m2 Mandor 259,56 x 0,0263 = 7 HOK

IV Plester & Aci tbl 2cm (1:8) Bahan
A. Sumur = 3 x 3.14 Pasir 318,78 x 0,034 = 11 m3
= 9,42 m2 Semen 318,78 x 0,107 = 34 zak
B. Lantai = 4 x 4 Sirug 15 x 0,05 x 1,2 = 9 m3
= 16 m2
C Drainase = 1 x 10 Upah
= 10 m2 Tukang 318,78 x 0,145 = 46 HOK
Total Vol = 35,42 m2 Pekerja 318,78 x 0,294 = 94 HOK
Mandor 318,78 x 0,0146 = 5 HOK
Langsir 297 / 1 = 297 HOK