Slab area: 24 m²
Required volume a concrete fi di foundation: 9.6 m³

Formwork area: 8 square meters, it is also di area a di lateral surfaces
Wid di thickness a di formwork board 25 milimita 0.2 m³
ar 13.33 boards long 6000 milimita An wit 100 milimita

Expense dem

Bags a cement 50 kg

Di nomba a bag a cement weh yuh need 67.2 (3360 kg)
Cost a cement 13440

san' 8400 kg
Sand cost 2520

crushed stone 12096 kg
Cost a crushed stone 4838.4

Cost a lumber 1100

Number a fittings 380 m
Reinforcement weight 337.2 kg
Horizontal rows 11
Vertical rows 31
Cost a fittings 6069.57

Evryting: 27967.97


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