<p class="MsoNormal"><span style="box-sizing: border-box; font-weight: bolder; color: #212529; font-family: 'IBM Plex Sans', sans-serif; font-size: 14px; background-color: #ffffff;">ROLES &amp; RESPONSIBILITIES</span></p>
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<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Monitored end-to-end shuttering setup for commercial &amp; residential building slab, including props, H-beams, plywood laying, and beam bottom <strong>formwork alignment.</strong></li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Interpreted slab layout drawings, beam schedules, and structural details to support on-site <strong>execution planning</strong>&nbsp;and supervisor coordination.</li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Identified shuttering joint gaps at beam-end locations and coordinated immediate rectification with the shuttering gang before concrete pour, <strong>preventing&nbsp;surface defects.</strong></li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;"><strong>Flagged&nbsp;misalignment</strong>&nbsp;at the lift core and stair slab positions during the shuttering stage by cross-referencing structural drawings, enabling correction before reinforcement.</li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Verified slab level using auto-level and water level instruments and confirmed&nbsp;<strong>camber provision&nbsp;to</strong> <strong>prevent </strong>post-casting deflection.</li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Coordinated the de-shuttering of the ground floor slab and inspected the post-casting surface for&nbsp;<strong>honeycombing defects</strong>&nbsp;and column starter bar accuracy.</li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Prepared and submitted weekly site progress reports covering work status, material inventory, manpower deployment,&nbsp;<strong>risk register</strong>, and overall completion percentage.</li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Reviewed prop spacing at beam-slab junctions against&nbsp;<strong>structural loading</strong>&nbsp;criteria and coordinated correction with the site engineer before the casting stage.</li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Observed and documented&nbsp;<strong>site layout compliance</strong>, including mobile crane positioning, material segregation zones, and safe access, as per the approved site layout plan.</li>
<li class="MsoNormal" style="mso-list: l0 level1 lfo1; tab-stops: list 36.0pt;">Connected the&nbsp;<strong>NICMAR ACM</strong>&nbsp;curriculum to live site execution, mapped BOQ estimation against actual material consumption, and identified&nbsp;<strong>real wastage vs planned quantities.</strong></li>
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