Excavation fill material in foundation backfill, with natural limestone aggregate, and compaction in successive layers of maximum 20 cm thickness with manual-guided vibrating rammer, until achieving a dry density not less than 95% of the maximum obtained in the Proctor Modified test, performed according to UNE 103501.
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| Code | AZA030 |
| Category | Movimiento de tierras |
| Subcategory | |
| Unit | m³ |
| Resource Type | material |
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No credit card required · Free plan forever · Last updated April 21, 2026
| Last Updated |
| April 21, 2026 |