Usually included
- Excavation, base preparation, concrete, reinforcement, drainage interfaces and backfill control.
- Bali-specific assumptions for water movement and tropical rain exposure.
Bali
In Bali, foundation cost can shift dramatically once the project understands soil, slope and water path. Early budgets often fail because the foundation is treated as a simple concrete quantity instead of a ground-risk package. This guide ties soil conditions back to excavation, drainage and hold points.
| Scenario | Area / basis | Specification | Planning range | Unit range | Important note |
|---|---|---|---|---|---|
| Stable soil baseline | 150-250 m² building | Known bearing conditions, straightforward excavation and normal backfill control. | IDR 180M-700M | IDR 1.2M-2.8M / m² | Lowest range assumes confirmed soil and simple water behavior. |
| Mixed fill, slope or groundwater risk | 180-320 m² building | More excavation, drainage, waterproofing interfaces and compaction control. | IDR 324M-1.44B | IDR 1.8M-4.5M / m² | This should be treated as a risk package, not just a higher concrete allowance. |
Ask for topographic and geotechnical data before accepting the lower band.
Separate difficult soil and water management into their own contingency line.
The cost guide is useful only when it is tied back to stage pages, checklists, mistakes, and the work sequence for execution control.
Ground-level water management around the building.
A required pause in the work sequence where an inspection or approval must happen before work continues.
A quality control plan that lists inspections, tests, acceptance criteria, hold points and required records for a work package.
Barrier systems preventing water penetration.
Only for the earliest screening. Once soil, slope and water are uncertain, the floor-area shortcut becomes too weak to manage risk.
The critical hold point is before concrete: excavation, base, reinforcement, penetrations and survey control all need to be checked together.