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