The client, having established his requiremens for Quality Control, must ensure that the contractor
addresses his responsibilities. Pre-contract award assessment will confirm the contractor’s competence to
deal with the work. This assessment must be made by experienced and capable personnel, who can
recognise potential problem areas and have the power to make the necessary arrangements for corrective
action.
On small jobs this requirement may be satisfied by inspection of the contractor’s facility before approval
to undertake the work. Larger, more complex projects will require detailed written procedure proposals,
method statements or quality plans detailing the extent of control proposed for the work. These proposals
should be scrutinised by the client, who may superimpose additional over-riding controls to check the
effectiveness of the contractor’s system. The use of such hold points will depend on the criticality and
FIG. 1. Collapsed crane structures caused by a major fracture which can be seen in the main girder, emanating from a
poorly repaired small hole in the girder web.
84 B.S.BUTLER
complexity of the work.
The client, having established his requiremens for Quality Control, must ensure that the contractor
addresses his responsibilities. Pre-contract award assessment will confirm the contractor’s competence to
deal with the work. This assessment must be made by experienced and capable personnel, who can
recognise potential problem areas and have the power to make the necessary arrangements for corrective
action.
On small jobs this requirement may be satisfied by inspection of the contractor’s facility before approval
to undertake the work. Larger, more complex projects will require detailed written procedure proposals,
method statements or quality plans detailing the extent of control proposed for the work. These proposals
should be scrutinised by the client, who may superimpose additional over-riding controls to check the
effectiveness of the contractor’s system. The use of such hold points will depend on the criticality and
FIG. 1. Collapsed crane structures caused by a major fracture which can be seen in the main girder, emanating from a
poorly repaired small hole in the girder web.
84 B.S.BUTLER
complexity of the work.
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