Whsmp · OPW16/0021

        5   Prior to any concrete pour, a qualified formwork engineer              Mangaing       Site Manager/
            nominated by the formworker will inspect the formwork and               the risks of
                                                                                    fall in the    foreman / Formwork
            back propping design to certify, through a signed inspection            workplace      subcontractor
            sheet, that the formwork is as per the certified design and AS          COP 2015 -
            3610 and is ready for concrete pouring.                                 NSW
        4   Back propping will be required and designed by a professional                          Site Manager/
            engineer. A copy of the back propping plan will be available on                        foreman / Formwork
            site with both HB and the Formwork Contractor.                                         subcontractor
        5   A formwork assembly check and monitoring will be                                       Site Manager/
            undertaken by the formwork contractor during the concrete                              foreman / Formwork
            pour, with hazards identified to be rectified or if necessary the                      subcontractor
            pour diverted or stopped to ensure the safe progression of the
            pour.
        5   Falls from heights controls as required by the project risk                            Site Manager/
            assessment will be implemented as required for formwork                                foreman / Formwork
            tasks.                                                                                 subcontractor
        5   Prior to stripping of any formwork the Second Part of the                              Site Manager/
            Hutchinson High Risk Checklist HB-HSEQ-F-060 (for that                                 foreman / Formwork
            specific slab) will be completed and the following will occur:                         subcontractor
            a) Back propping details, drawings and design by a
                professional engineer is to be available on site.
            b) Specifications are to be available on site for the concrete
                and when the formwork can be removed.
            c) A review by a competent person is to be undertaken with
                a sign off provided to verify that the formwork can be
                removed.
        1                                                                                          Site Manager/
            Drop stripping will not be used on site.                                               foreman / Formwork
                                                                                                   subcontractor
        3   External perimeter screens with mesh with openings of no                               Site Manager/
            more than 50mm x 25mm with 2.5mm diameter steel (or                                    foreman / Formwork
            50x50mm with shade cloth) will be erected to the full height                           subcontractor
            of the building where formwork is erected and the screens will
            extend at least one (1) metre above the formwork prior to
            erection.
        5   Any formwork such as wall or column forms to be lifted by a                            Site Manager/
            crane will have an engineer’s certificate certifying the lifting                       foreman / Formwork
            points and lifting method.                                                             subcontractor
        5   Slip and jumpforms will include additional details to address                          Subcontractor
            compliance with the Formwork COP requirements.
WHS Management Plan – Appendix 1 – Project Risk Assessment
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