SITE VISIT REPORT: STRUCTURAL PROGRESS & QUALITY COMPLIANCE
Project Name: Proposed Villa Location: Block G, Plot 420, Mohammed Bin Zayed City (MBZC), Fujairah Date of Visit: December 28, 2025 Time of Visit: 11:00 AM Report Prepared By: Engineer Adeel Arif (Site Engineer)
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I. Purpose of Visit
To monitor the progress of the roof-level structural works, verify the quality of concrete elements, and address logistical delays regarding masonry materials.
II. Observations & Progress Update
The project at G-420, MBZC is currently focused on the upper structural transitions:
- Parapet Wall: Work is actively in progress for the parapet wall. Reinforcement for the parapet is currently being laid out.
- Block Work: There is a notable delay in the internal and external block work. This is attributed to a delay from the material supplier.
- Site Branding: It was observed that the project signboard requires updating.
III. Technical Observations & Corrective Actions
During the site walkthrough, the following technical requirements and instructions were issued to the site foreman:
- Concrete Quality (Honeycomb): Areas of “honeycombing” were identified in recently cast structural elements.
- Instruction: The foreman has been ordered to perform immediate repairs using Fosroc (specialized repair mortars) to ensure structural integrity and a smooth finish.
- Signboard Compliance: The project signboard does not currently meet local standards.
- Instruction: The signboard must be fixed/modified to include the Municipality Logo clearly at the top as per Fujairah Municipality regulations.
- Consultant Inspection: * Action Plan: Once the parapet wall reinforcement is completed, the consultant must be officially called for an inspection. Concrete casting is strictly prohibited until the consultant provides the “Clearance to Proceed.”
IV. Concluding Remarks
While the structural work on the roof level (parapet) is moving forward, the block work delay needs to be mitigated by following up with the supplier immediately. Strict adherence to the repair protocol for concrete honeycombing is required before any further finishes are applied. For previous report click here.
