Local Engineering Context
L1 Access, Hoists & Logistics Constraints
Grade I dockside conservation constraints, exposed Mersey wind zones, and city-core delivery windows.
North West England · England · NRM2 Section 15 (Framed & Architectural Metalwork)
Tendering work within L1 (Central Liverpool & Waterfront Core) demands tight cost clarity before mobilising to site. Our steel estimating schedules capture exact net NRM2 Section 15 (Framed & Architectural Metalwork) quantities while separating prelims and material handling considerations driven by historic dockside adaptive reuse, mixed-use residential towers, hotel fit-outs, and retail spaces.
Local Engineering Context
Grade I dockside conservation constraints, exposed Mersey wind zones, and city-core delivery windows.
Local Engineering Context
Historic dockside adaptive reuse, mixed-use residential towers, hotel fit-outs, and retail spaces.
Local Engineering Context
Marine-grade facade metalwork/fenestration, structural waterproofing, and BS 9251 sprinklers.
Measurement & Deliverable Parameters
| Estimating Parameter | Technical Specification | Standard / Audit Basis |
|---|---|---|
| Measurement Section & Units | NRM2 Section 15 (Framed & Architectural Metalwork) measured in t, kg, m, nr | Scaled GA plans at 1:50 / 1:100 or structural details in mm |
| Local Statutory Framework | Building Regulations (Approved Documents Parts A–S) & Building Safety Act (BSA) Gateways 1–3 | England statutory & local tender compliance notes |
| Wastage & Prelim Separation | Net quantities isolated with 5%–10% typical trade waste allowances | L1 Postcode District logistics and phased delivery allowances |
| Deliverables & Drawing Uploads | 100% open-formula Excel BoQ + colour-coded PDF overlays (up to 25 MB upload) | 24–48 hrs turnaround target for focused single-trade packages |
Calibration note: 1:50 and 1:100 architectural and structural drawings are scaled to 25 mm masonry tolerances and 100 mm thermal zones, isolating 5 percent to 10 percent wastage from net quantities.
Every missed splice plate, stiffening rib, or galvanising dip-tank cost erodes steelwork fabrication margin. Reading straight from structural GA plans and engineer profiles, we build complete steel lists sorted by section profile, steel grade (S275 / S355), length, and total metric tonnage.
Grade I dockside conservation constraints, exposed Mersey wind zones, and city-core delivery windows. Separating physical net BoQ items from phased call-offs and urban logistics lets contractors price risk transparently without diluting trade rates.
Yes. Detailed plates are measured directly where drawn, and standard industry connection-plate percentage bands are clearly stated for preliminary engineer issues.
Yes. Mild steel stairs, chequer plate landings, KEE-KLAMP/tubular handrails, and structural glass channel balustrades are isolated clearly.