cedric,
1. PP is very expensive. I can recall its use on off-shore
pipelines since PE has adhension problems (slippage) with
concrete encasement; of course this does not apply to your
case. Besides PE is sufficient to address EXTERNAL corrosion.
2. I agree with you, it is grave misjudgement not to have
provision for corrosion allowance. I can understand why,
a) Design Pressure is perhaps around 800 psi; adding corrosion
allowance may require each joint to be PWHT'ed in view of
thickness exceeding 32mm
b) What pushed the designer towards X70 is to reduce
the wall thickness; bearing in mind that it is
diffucult to weld (and I would caution you not
to increase Mg content beyond 1.6 to attain the strenght
required)
c) There is a huge cost impact on any type of wall thickness
reduction.
3. General
- If the design factor is 0.6 or lower and thickness under
tolerances are considered in calculating the required
thickness.
- If the gas is adquately dehydrated and corrosion inhibitors
are injected.
- If sour service is not encountered during the service life
of the pipeline.
- If thickness required considers maximum corroded conditions
towards design factor and maximum under-tolerance.
- If there is a periodic intelligent pigging program
All the above or a comibination of, may justify nil CA; but I
would not allow it

and yes I would be very conservative; which
may not be correct.
It is worth while to consider optimizing the pipeline diameter as much as possible. Yes the wall thickness would increase with larger diameter 48" --> 60" by about 1.16 but the flow rate under the same operating pressure would increase by a much higher factor around 4; the above requires simulation to verify; but there is a potential to lower the operating pressure substantially. I believe a larger diameter pipe with lower wall thickness is much more cheaper. Besides, you can easily add corrosion allowance
Cheers,