<ul>
<li>Monitored end-to-end shuttering setup for G+3 commercial building slab, including props, H-beams, plywood laying, and beam bottom <strong>formwork alignment.</strong></li>
<li>Interpreted 2nd slab layout drawings, beam schedules, and structural details to support <strong>on-site execution planning</strong> and supervisor coordination.</li>
<li>Identified shuttering joint gaps at beam-end locations and coordinated immediate rectification with the shuttering gang before concrete pour, preventing <strong>surface defects</strong>.</li>
<li>Flagged <strong>misalignment</strong> at the lift core and stair slab positions during the shuttering stage by cross-referencing structural drawings, enabling correction before reinforcement.</li>
<li>Verified slab level using auto-level and water level instruments and confirmed <strong>camber provision</strong> to prevent post-casting deflection.</li>
<li>Coordinated the de-shuttering of the ground floor slab and inspected the post-casting surface for<strong> honeycombing defects</strong> and column starter bar accuracy.</li>
<li>Prepared and submitted weekly site progress reports covering work status, material inventory, manpower deployment, <strong>risk register</strong>, and overall completion percentage.</li>
<li>Reviewed prop spacing at beam-slab junctions against <strong>structural loading</strong> criteria and coordinated correction with the site engineer before the casting stage.</li>
<li>Observed and documented <strong>site layout compliance</strong>, including mobile crane positioning, material segregation zones, and safe access, as per the approved site layout plan.</li>
<li>Connected the <strong>NICMAR ACM</strong> curriculum to live site execution, mapped BOQ estimation against actual material consumption, and identified <strong>real wastage vs planned quantities.</strong></li>
</ul>