Dear All,
It could be an old topic.
"QW-100.1 A Welding Procedure Specification (WPS) is a written document that provides direction to the welder or welding operator for making production welds in accordance with Code requirements. Any WPSs used by a manufacturer or contractor that will have responsible operational control of production welding shall be a WPS that has been qualified by that manufacturer or contractor in accordance with Article II, or it shall be an AWS Standard Welding Procedure Specification (SWPS) listed in Appendix E and adopted by that manufacturer or contractor in accordance with Article V." - The Code require Contractor responsible for the development of WPS and supported with PQR + Mechanical Properties accessment.
But as some of the welding e.g. carbon steel ans stainless steel (CS upto Gr 50, SS 304, 308, 316 or material joining of P1 to P1, P8 to P8 and P1 to P8) which are commonly known and widely used with WPS copies flooding around all Construction Contractors / Industrial,
- Do we as Owner (or as Main Contractor who do not have the WPS) still require every Contractor to develop and establish their own WPS and PQR when engage them in a project? This may lead to a lot of wastage and additionsal cost to Owner (or Main Contractor) with no value added activities as the WPS will not far from one to another.
- As Owner (or Main Contractor) has engaged the respective (sub) Contractors to build a plant for us, can we use their approved WPS for our new construction, upgrading and modification works as we have all their approved copy?
All comments and discussions are welcome. Thank you.