Since we are talking about AWS D1.1, what was it about the WPS that required the procedure to be qualified by testing? In other words, why couldn't the WPS be considered prequalified?
Was the procedure qualified properly per AWS D1.1 or is the contractor attempting to modify a procedure qualified for ASME for a structural application?
ASME typically allows the contractor to qualify in one position, usually flat, to support welding in all positions. Then they attempt to use that one PQR to develop a WPS for AWS applications. Often times the WPS can be written as a prequalified WPS, but the contractor tosses the PQR in as a "bonus".
So, before you jump the gun, make sure the WPS does not meet the requirements for prequalification and that it needs to be qualified by testing.
Best regards - Al