Hello Everyone,
Just understand where the Cost of each activity would come from if you have to Cost Load a schedule.
The BOQ of a Project would have a lumpsum quantity say for example,
Concrete = 250 Cu M X 350$ / Cu M = 87,500 $.
And in schedule we have activity say,
- Concrete - Slab on Grade
- Concrete - Column Ground Floor
- Concrete - First Floor
- Concrete - Column First Foor
- Concrete - Second Floor.
So how can a Planning Engineer allocate the Cost for each activity based on quantity.
Regards
Jithin