The exposed wire mesh is part of the waterproof topping (above the membrane) being chipped off.
Here worker was putting grease to the chipping hammer.
The reason the topping is being chipped off is to remove the bituminous membrane below the topping and replace it with similar or other kinds of waterproofing.
But removing the topping and membrane removed the waterproofing exposing the original slab with water ponding in the bare slab.
We need to put slope underneath the membrane itself. But if you use sand, topping mix, or silica fume or latex modified concrete, won't the water pond beneath it and go to the membrane and find weakness and go to the slab? The main question is what material to use between the membrane and main slab underneath to create the slope?
The old contractor made a mistake (as most do). The top of drain was with respect to topping slab and not membrane structural slab. The issue with this is water will leak below topping slab, unless it is designed as a water tight slab (including connections at its edges), and it will pond. a 2" topping will crack for sure.
Technically. Water will travel through these cracks and come to rest on the membrane. I found out (something most workers or architects don't even know) is that the weight of 2" of concrete topping (above the membrane) does not prevent water from finding its way into every little available crack and crevice in the topping. Since the only drainage one was providing was at the top of the topping level, where does the water that is on the membrane go, how does it get removed from the system? It doesn't, it sits there and works its powers of damage corroding steel.
That technical aspect clarified. I need to find some material to create the slope between the membrane and the main slab, before the concrete topping (above the bituminous membrane) will be put again. What material?