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Contradictedscore 65.3 / 100 · updated 3 days ago

Tower A · Level 12

RCC frame

Verdict override applied

A critical non-conformance is open against structural work on this floor.

How this verdict was computed
BOQ quantity complete71×0.40
MB pages 180–219 · 5 items
Checklist pass rate62×0.20
stage QA checklist register
RA-bill certified44×0.20
RA-06 certified abstract
NCR burden (inverted)77×0.10
4 NCRs on this floor
Schedule slip (inverted)80×0.10
programme baseline rev 4

Weighted score 65.3. Evidence coverage 69%. 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
604326At Risk
BOQ 5.1
Brickwork 230mm thick in CM 1:6 with second class red bricks
735232At Risk
BOQ 6.4
12mm cement plaster in CM 1:4 to internal walls
266197120At Risk
BOQ 8.3
Vitrified tile flooring 600×600 laid on 20mm CM 1:4 bed
294205125At Risk
BOQ 9.1
APP membrane waterproofing to toilets and terrace incl. screed
353256155At Risk
Material reconciliation — theoretical vs actual
MaterialTheoreticalActualVarianceAt risk
OPC 53 cement
store issue register · 3 slips
88.92 bag87.94 bag-1.1%
TMT Fe550
store issue register · 4 slips
2.84 T2.86 T+0.7%₹1,168
M-sand
store issue register · 2 slips
27.46 T27.6 T+0.5%₹160
20mm aggregate
store issue register · 8 slips
34.23 T34.26 T+0.1%₹29
Red brick
store issue register · 5 slips
3,204.07 no3,184.85 no-0.6%

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

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