Considering that they used 6 cranes and crews working throughout the night, this was still a 18-day regular construction for 8-hour work days. Assuming the 6 cranes were performing equally and to their max this would have been 108-days of construction using a regular Western crew with 1 crane. Roughly a total 30-week construction - sounds about typical to me for non-prefabricated construction, if not rather slow in man-hour comparison and we're talking opposed to unionized labor which is possibly the slowest construction workforce in existence.
Any references for this statement? I have quite a few union friends who bust their asses 6 days a week doing construction, and would be kicked off their projects if they didn't..
http://onlinelibrary.wiley.com/doi/10.1111/j.1468-232X.1988....
Reference: "This study examines the impact of unions on efficiency in retail construction in the late seventies. Square footage put in place per hour is 51 per cent greater for union than nonunion contractors. The study finds no difference in mean cost per square foot and offers mixed econometric evidence on Tran slog cost functions. There is also no difference in profit rates or prices between union and nonunion contractors."
Also, you do have to admit, that there are some inefficiencies involved in running shifts back-back, and using multiple cranes.
And the Project Plan and Management on this development must have been 10x what you would have seen in a typical six-nine month building project.
My point was that in total, I don't think you gained any man-hours at all, but would incur an insane cost. Running 6 cranes wouldn't necessarily demand inefficiencies (although in reality I'd expect a lot). If you assigned an area to each crane and movement zones, you could probably get away with minimal time losses, however for tying the structure together you could never get more than a level ahead of the other cranes.