We communicate immediately and directly.

Floor 9 slab cast on the western wing on Monday, with the eastern wing following on Wednesday. Concrete supplied from two batching plants on rotation to maintain placement temperature; cube samples lodged with the laboratory for 7-day and 28-day strength results. Slump and air-content checks logged at every truck. Floors 10–12 are sequenced over the next eight weeks; tower-crane jump scheduled for the second week of June. Façade brick samples from Petersen Tegl arrived from Denmark this week and are mounted on the mock-up wall at the site office for architect sign-off against the approved tonal range. Site noise stayed within the agreed window; one neighbour call logged on the construction line, answered the same morning.

Floors 5 through 8 cast over the quarter. Formwork stripped on floors 5–7; surface inspection signed off against the published tolerance schedule. Two non-conformances noted on the level-7 western slab edge (minor surface honeycomb, < 5 mm); rectification completed and counter-signed by Knight Mwangi Quantity Surveyors as part of the milestone payment release. Mechanical, electrical, and plumbing first-fix coordinated floor-by-floor with the architect's coordination drawings. Schüco glazing system test panels delivered to site for the level-3 mock-up.

Lower-tower floors 1 through 4 cast over Q4 2025. Stair cores climbing one floor ahead of slab pours. Tower crane jumped twice on schedule. Cube tests at 28 days returning consistently above the design strength threshold. Architect's site visit on 8 December reviewed the level-2 typical-floor mock-up — joinery datum lines, tile setting-out, and ceiling cove uplight cassettes — sign-off issued with two minor revisions to the cove return at the kitchen island.

Ground-floor lobby formwork erected, including the falsework for the triple-height atrium void. Podium slab poured in two halves to manage the spiral-stair penetration. The water basin pit was set out and waterproof-tanked this week ahead of the first lobby blockwork. Façade structural steel for the entry archway was lifted into position on Friday afternoon; tolerance check passed against the architect's setting-out drawing.

Basement levels P1, P2, and P3 structurally complete. Ramp slabs cast and cured. Basement waterproofing system applied and tested to the architect's specification; punch-list issued and closed. Lift pits cast and inspected. Mechanical plant rooms set out and made ready for first-fix services. Site is dry, level, and ready to climb above ground.

Raft slab cast across the full footprint over a continuous 24-hour cycle on 26 February. Concrete supplied from three batching plants on rotation; placement temperature monitored throughout. Cube samples lodged for 7-day and 28-day strength results — both returned above design. Pile-cap-to-raft junctions inspected and signed off. I was formally appointed Site Engineer for The Dagaz on 1 March 2025 and have countersigned the substructure record back to mobilisation as part of that engagement.

Bulk excavation reached design level (-11.5m, P3 floor) across the full footprint. Soil bearing capacity verified by independent geotechnical report and reviewed against the structural engineer's assumptions. Sheet piling on the western and northern boundaries completed and instrumented for monitoring during raft pour. Dewatering wells commissioned on the eastern boundary. The site is dry, level, and ready for blinding and rebar.

Hoarding installed along Raptor Road frontage and the two side boundaries. Site office and welfare facilities commissioned. Tower crane base poured on 14 August; crane scheduled for erection late September. Construction phone-line live: any neighbour reporting noise, dust, or traffic concerns can call the published number — every call is logged and answered within the working day. Plot LR No. 1870/IV/237 boundary survey re-pegged and counter-signed against the title plan.