📍 Wonder City Building, C.B.1, S. No. 75, Katraj-Dehu Road, Pune – 411046, Maharashtra, India

Note on Project Timelines: Exact installation duration depends on project span, total square footage, site accessibility, crane positioning logistics, weather conditions, and structural tie-beam readiness. We provide realistic schedules post physical site audit.

01
Phase 01 of 07

Site Assessment & Structural Verification

Before machine mobilization, our engineering team conducts laser-guided span measurements and structural load audits of the supporting beams to ensure compliance with architectural specifications.

Key On-Site Activities:
  • ✓ Laser measurement of span width, length, and diagonal squareness
  • ✓ Verification of RCC tie-beam concrete grade and embedded insert plates
  • ✓ Wind zone verification (IS 875 Part 3) and terrain category assessment
  • ✓ Site access and machinery mobilization path planning
Quality Control Sign-Off:
  • ✓ Level variance audit across perimeter supporting beams
  • ✓ Anchor bolt strength and spacing inspection
02
Phase 02 of 07

Engineering & Structural Planning

Using structural design criteria and Galvalume material properties, our structural engineers finalize the curve geometry, panel cut lengths, and lifting plans tailored to local weather patterns.

Key On-Site Activities:
  • ✓ Structural arch geometry and profile depth optimization
  • ✓ Coil weight, slit width, and batch planning
  • ✓ Crane positioning and safe rigging layout mapping
  • ✓ Fabrication timetable synchronization with site conditions
Quality Control Sign-Off:
  • ✓ Material test certificate (MTC) validation for coil batch
  • ✓ Engineering sign-off on arch radius calculations
03
Phase 03 of 07

Raw Material Coil Loading & Calibration

Prime quality Al-Zn alloy coated steel coils with AZ150 coating are mounted on hydraulic de-coilers at the project site. Roll-forming dies are calibrated for precise panel geometry.

Key On-Site Activities:
  • ✓ Inspection of coil packaging and moisture-free storage
  • ✓ Hydraulic mandrel mounting and tension calibration
  • ✓ Die clearance and roll profile calibration check
  • ✓ Test blank forming and dimension verification
Quality Control Sign-Off:
  • ✓ Micrometer thickness verification (0.70 to 1.60 mm BMT)
  • ✓ Visual check for surface scratches or coating uniformity
04
Phase 04 of 07

On-Site Continuous Panel Fabrication

Continuous straight corrugated profiles are formed through multi-station rollers and fed seamlessly into the curving machine, generating the structural arch radius in unbroken single pieces.

Key On-Site Activities:
  • ✓ Multi-pass cold roll-forming of primary panel corrugations
  • ✓ Hydraulic secondary curving pass to exact arch radius
  • ✓ Motorized shear cut to calculated arch perimeter length
  • ✓ Protective handling and ground staging of finished arches
Quality Control Sign-Off:
  • ✓ Arch curvature radius template check on first 3 panels
  • ✓ Diagonal and length tolerance verification (±5mm)
05
Phase 05 of 07

Ground Assembly & Modular Pre-Seaming

Individual curved arch panels are placed on padded ground jigs and interlocked in gangs of 3 to 5 panels. A motorized seamer creates an initial structural lock, forming a rigid lifting module.

Key On-Site Activities:
  • ✓ Ground jig alignment and panel overlap positioning
  • ✓ First-stage mechanical seamer pass across gang seams
  • ✓ Spreader bar attachment and multi-point nylon sling rigging
  • ✓ Rigging safety inspection prior to crane hookup
Quality Control Sign-Off:
  • ✓ Seam crimp tightness and flange engagement check
  • ✓ Rigging point balance and lifting line safety factor audit
06
Phase 06 of 07

Crane Hoisting & Tie-Beam Anchoring

Tandem hydraulic cranes lift the pre-seamed arch gangs smoothly onto the building tie-beams. Specialized anchor brackets fix each panel foot securely to the perimeter structure.

Key On-Site Activities:
  • ✓ Synchronized crane hoist with tag line sway control
  • ✓ Guided seating onto RCC tie-beam steel embedded plates
  • ✓ Structural anchoring using high-tensile fasteners and brackets
  • ✓ Temporary wind-guying and lateral brace stabilization
Quality Control Sign-Off:
  • ✓ Anchor bracket torque specification compliance
  • ✓ Plumbness and arch span symmetry audit across bays
07
Phase 07 of 07

Motorized Seaming & Watertight Handover

Electric seaming machines traverse the entire arch roof to mechanically double-lock all adjoining module joints into a continuous monolithic shell, followed by gutter integration and final sign-off.

Key On-Site Activities:
  • ✓ Full-length motorized double-lock seaming pass
  • ✓ Installation of curved skylights, ridge vents, and flashings
  • ✓ Gutter profile alignment and downspout connection
  • ✓ Removal of all site swarf and protective masking film
Quality Control Sign-Off:
  • ✓ 100% seam visual inspection and acoustic tap test
  • ✓ High-pressure water spray test across critical flashing zones

Ready to discuss your site feasibility and crane mobilization plan? Contact Sairaj Roofing's Pune team.

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