back to the stack
Supportedscore 80.5 / 100 · updated 2 days ago

Tower A · Level 4

Finishes & CP fittings

How this verdict was computed
BOQ quantity complete81×0.40
MB pages 180–219 · 5 items
Checklist pass rate82×0.20
stage QA checklist register
RA-bill certified77×0.20
RA-06 certified abstract
NCR burden (inverted)79×0.10
5 NCRs on this floor
Schedule slip (inverted)84×0.10
programme baseline rev 4

Weighted score 80.5. Evidence coverage 88%. Two rules sit above this arithmetic: over 8% material variance or an open critical NCR forces Contradicted; under 30% evidence forces Unobserved regardless of how good the numbers look.

BOQ items on this floor
ItemPlannedMeasuredCertifiedVerdict
BOQ 4.2
RCC M25 in slabs, beams & landings incl. shuttering and finishing
766056Supported
BOQ 5.1
Brickwork 230mm thick in CM 1:6 with second class red bricks
665349Supported
BOQ 6.4
12mm cement plaster in CM 1:4 to internal walls
336285266Supported
BOQ 8.3
Vitrified tile flooring 600×600 laid on 20mm CM 1:4 bed
284236220Supported
BOQ 9.1
APP membrane waterproofing to toilets and terrace incl. screed
358299279Supported
Material reconciliation — theoretical vs actual
MaterialTheoreticalActualVarianceAt risk
OPC 53 cement
store issue register · 5 slips
98.11 bag103.8 bag+5.8%₹2,327
TMT Fe550
store issue register · 3 slips
3.39 T3.53 T+4.0%₹8,176
M-sand
store issue register · 10 slips
31.34 T32.62 T+4.1%₹1,459
20mm aggregate
store issue register · 10 slips
37.88 T39.28 T+3.7%₹1,372
Red brick
store issue register · 6 slips
4,075.89 no4,230.77 no+3.8%₹1,378

Anything above 8% is Contradicted. Cement does not evaporate — it walks out of the gate.

Open non-conformances
Linked documents
Site photographs
IMG-A-04-1
Slab soffit after de-shuttering, east bay
10 Aug 2026 · 09:12
12.9698°N 77.7500°E ±4m
IMG-A-04-2
Blockwork progress, units 03 & 04
11 Aug 2026 · 10:19
12.9698°N 77.7500°E ±5m
IMG-A-04-3
Reinforcement in place prior to pour, zone 2
12 Aug 2026 · 11:26
12.9698°N 77.7500°E ±6m