Awaiting QC
5
Need review
Approved today
3
Signed off
Sent back
1
Correction needed
Overdue (>4h)
2
⚠ Urgent
PC-028 ⚠ Overdue 6h 40m Pre-pour QC
Slab · SLB-A-FL04 · Block A FL-04 · M30 · Tata Networking Hub
Submitted 06:22
Pour Card
PC-028
Block / Floor
Block A · FL-04
Element
SLB-A-FL04
Grade
M30
Volume
18.31 m³
Trucks
4 trucks
Pre-pour Checklist — Submitted by Site Engr. R. Kumar
Check ItemClauseResultRemark
PRE-POUR CHECKS
Survey / LayoutCl.11✓ OK
Formwork — dimensions, tightness & alignmentCl.11.1✓ OK
Reinforcement — placement, laps & BBS checkCl.12.1✕ NOK
D12 bar spacing 150mm — drawing shows 125mm. Needs correction.
Cover Blocks — position & size verifiedCl.12.1✓ OK
Embedments — pipes, conduits in positionCl.11.2✓ OK
Sleeves / Inserts — all per drawingCl.11.2NANot applicable for slab
Cleanliness — debris & standing water removedCl.11.3✓ OK
DURING CONCRETING
Time between Mixing & PouringCl.13.1✓ 45 minWithin 90-min limit
Weight of Mix Ingredients verifiedCl.10.2✓ OKBatch ticket checked
W/C RatioCl.6.1✓ 0.45Within spec
Slump (mm)Cl.7✓ 90mmTarget 75–100mm ✓
Concrete Temperature (°C)Cl.13.1✓ 28°CBelow 35°C limit
Pour Start Time✓ 09:10
Pour End TimePendingTo be logged during pour
Cube Sampling — sets taken & labelledCl.15.2✓ 2 setsCUB-028-01, CUB-028-02
Site Photo
🖼
PC028_formwork_slab_a_fl04.jpg
Taken 06:19 · R. Kumar
Client Engineer Review
Tap to sign
PC-030 Pre-pour QC Waiting 1h 15m
Column · COL-C2-G1 · Block C FL-01 · M25 · Tata Networking Hub
Block / Floor
Block C · FL-01
Element
COL-C2-G1
Grade
M25
Pour ht.
1.17 m
Volume
0.24 m³
Check ItemClauseResult
PRE-POUR CHECKS
Survey / LayoutCl.11✓ OK
Formwork — dimensions & tightnessCl.11.1✓ OK
Reinforcement placement & lapsCl.12.1✓ OK
Cover Blocks in positionCl.12.1✓ OK
Cleanliness — debris removedCl.11.3✓ OK
Tap to sign
PC-031 Post-pour QC Waiting 45m
Beam · BM-E3-FL02 · Block E FL-02 · M25 · Tata Networking Hub
Block / Floor
Block E · FL-02
Element
BM-E3-FL02
Poured
08:10–11:30
Volume
1.02 m³
Check ItemClauseResult
POST-POUR CHECKS
Surface Finish — acceptable / as specifiedCl.13.4✓ OK
Honeycombing — none observedCl.13.5✓ None
Cold Joints — none visibleCl.13.2✓ None
Curing StartedCl.13.5✓ Day 1
Curing MethodCl.13.5✓ Wet Hessian
Overall Acceptance✓ Acceptable
Tap to sign
PC-027✓ Client ApprovedPre-pour
Beam · BM-B2-FL03 · Block B FL-03 · Approved 09:15
All pre-pour checks passed. Formwork and rebar verified. No observations. Approved for Client Engineer review.
PC-025✓ Client ApprovedPost-pour
Column · COL-A3-FL03 · Block A FL-03 · Approved 10:40
Post-pour QC signed off. No defects. Curing confirmed. Cubes dispatched — CUB-2026-025-01.
PC-026↩ Sent Back
Slab · SLB-D-FL02 · Block D FL-02 · Sent back 08:55
Corrections Required — Cover Blocks

Minimum cover not maintained at NW corner, SE corner, centre. Cover blocks missing at 3 locations. Correct and resubmit.