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At Riskscore 53.0 / 100 · updated 3 days ago

Tower A · Level 14

RCC frame

How this verdict was computed
BOQ quantity complete44×0.40
MB pages 180–219 · 5 items
Checklist pass rate43×0.20
stage QA checklist register
RA-bill certified42×0.20
RA-06 certified abstract
NCR burden (inverted)95×0.10
1 NCRs on this floor
Schedule slip (inverted)89×0.10
programme baseline rev 4

Weighted score 53.0. Evidence coverage 50%. 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
552523Supported
BOQ 5.1
Brickwork 230mm thick in CM 1:6 with second class red bricks
753129Supported
BOQ 6.4
12mm cement plaster in CM 1:4 to internal walls
24910497Supported
BOQ 8.3
Vitrified tile flooring 600×600 laid on 20mm CM 1:4 bed
297138129Supported
BOQ 9.1
APP membrane waterproofing to toilets and terrace incl. screed
314141132Supported
Material reconciliation — theoretical vs actual
MaterialTheoreticalActualVarianceAt risk
OPC 53 cement
store issue register · 9 slips
52.51 bag54.87 bag+4.5%₹965
TMT Fe550
store issue register · 10 slips
1.85 T1.92 T+3.8%₹4,088
M-sand
store issue register · 8 slips
16.49 T17.1 T+3.7%₹695
20mm aggregate
store issue register · 4 slips
21.16 T22.03 T+4.1%₹853
Red brick
store issue register · 2 slips
1,925.25 no1,971.46 no+2.4%₹411

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

Open non-conformances
Linked documents
Site photographs
IMG-A-14-1
Slab soffit after de-shuttering, east bay
10 Aug 2026 · 09:12
12.9698°N 77.7500°E ±4m
IMG-A-14-2
Blockwork progress, units 03 & 04
11 Aug 2026 · 10:19
12.9698°N 77.7500°E ±5m
IMG-A-14-3
Reinforcement in place prior to pour, zone 2
12 Aug 2026 · 11:26
12.9698°N 77.7500°E ±6m