Table 2: Mixture portions for concrete grade 25 MPa constituting bamboo leaf Ash/baggash ash.

Structure of the mix [BLA/BA] (%)	BLA (kg/m3)	BA (kg/m3)	OPC (kg/m3)	F.A (kg/m3)	C.A (kg/m3)	Water (kg/m3)	Superplasticizer (kg/m3)
Concrete without admixtures	0	0	390	662	993	195	1.5
[5-20]% BLA	[19.5-78]	0	[312-371]	662	993	195	[1.482-1.248]
[5-20]% BA	0	[19.5-78]	[312-371]	662	993	195	[1.482-1.248]
5%BLA + [5-20]%BA	19.5	19.5	371	662	993	195	1.482
10%BLA + [5-20]%BA	39	39	351	662	993	195	1.404
15%BLA + [5-20]%BA	58.5	58.5	331.5	662	993	195	1.326
20%BLA + [5-20]%BA	78	78	312	662	993	195	1.248