Yes, the price difference is probably somewhat larger now. Basically, there is nothing wrong with RCL. You just have to be careful that the fine content is not too high and that there is not too much brick chippings in it. Otherwise, I do get annoyed when I find construction site waste like reinforcement remnants, bits of paper, and ETICS dowels in it. The only things missing are cigarette butts and beer bottles. Roots are often included as well. Since I place everything by hand, I can always sort out the dirt well. Of course, every landscaping guy laughs at that, who cannot understand why I don’t first painstakingly dig the dirt away from the sub-base only to then dump new dirt in. But once you have brought the concrete recycling material in moist, the stuff can be compacted excellently. Finally, brushing with a brush and one last round with the compactor gives you a concrete-hard surface. But never pour down thicker than 20cm single layers and already work in the slope in the sub-base!
Frost protection is generally a hotly debated issue: even specialist companies and university-trained craftsmen swear up and down that it’s all nonsense, although it is included in every technical regulation for all paving and slab coverings. Clearly, something like that costs money and time. That is gladly saved and it is just waited to see how the surfaces look after the first winter. Of course, you can also lay small-format paving only on 20cm of gravel + chippings bed. In the past, fieldstones were even placed directly into the humus. But everyone knows how the walking and driving quality is on that. If you only remove the humus and the rest down to the frost line is well permeable to water, deformations can be kept within limits with little clay and loam. If you have poorly permeable soil, it gets correspondingly worse. Then there are also problems outside the frost period when the sub-base is water-saturated and heaves upwards. That’s why make a trial pit and assess your subsoil carefully if you don’t want to take the safest solution of soil replacement.