for above ground application.
CS pipe EFW cement lined, coated and wrapped to awwa spec. downside is the maintenance. if the mortar lining comes loose then you will start seing and repairing leaks. at the valve-to-pipe joint, you will also expreince some flaking of the mortar lining requiring another repair/replacement. note that once you losse the cement lining its an uphill battle to just keep on monitoring the line and fixing it. OK in your case since lenght is only 50 m.
between 4-36 NPS we have started using CS pipe lined with fiberglass (glass flake such as those made by Jotun) reinforced vinyl ester resin. for the small branch connection, we have selected B43 brass annealed (too small to lined properly). so far the result is better thatn the cement lined cs pipe.
fiberglass. we have consider it (lcc is really very attractive) but decided againts it. reason - if it breaks, reparing the line is a struggle especially in a very tight area (ive been into one inside the valve pit wiht sea water ozzing out like a fountain).
ss pipe. some says that scc is a concern. well for scc to occur three things must be present - residual stress, excessive amount of chloride (well for seawater of course it must be excessive)and temperature (most of the documented failure related to scc has these properties). mode of failure is leak. there is no weld repair. either you shutdwon the system to repalce your spool or you install a clamp and assess the risk. beside its costly.