From column center to L/3 beam rods same dia on both top and bottom can be provided.
Column reinforcement same dia rod with minimum 300mm "L" and 55dia laping can be provided.
Calculate the area to be covered by the manpower and issue that particular quantity through store department for daily basis..
End of the day we can check...
By practicing in two to three days, we can finalize the surface coverage as per site condition and compare with manufacturer...
Due to long waiting, rmc add more water which may result to yield reduce.. but it will not be more than 5%. Shuttering leakage, wastage while pouring, pump choke, etc need to be concerned..
Maybe right or wrong, but my assumption is..
If space is available and any options for chicken mesh, we can screed to a thick of 50 mm by providing shuttering around..
At least can go for cladding with cudappah or kota slab if provision available..
i THINK THE PHOTO TAKEN AT LAPPING JUNCTION.
LAPPING GIVEN AT ONE POINT IS NOT SUGGESTIBLE.
WE CAN USE SELF COMPACTED CONCRETE IF THE LAPPING LOCATION IS CHANGED.
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