Pour Card Report

PC-2026-03-027 · Full lifecycle from pre-pour to post-pour

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Pour Card Report

Velantra ERP · Tata Networking Hub · Generated 13 Apr 2026, 14:30

PC-2026-03-027
✅ Post-pour Complete
Block A · FL-02
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Pour Card Details

PC-2026-03-027
Pour Card No.
PC-2026-03-027
Project
Tata Networking Hub
Block / Floor
Block A · FL-02
Drawing
STR-COL-BLKA · Rev 2
Element ID
COL-A1-FL02
Element Type
Column
Grid / Location
A1 · Core Zone
Concrete Grade
M25
Mix Design Ref
MD-2026-M25-001
Exposure Condition
Moderate · 30mm cover
Pour Height
1.17m – 2.33m (1.16m)
RMC Order (m³)
0.24 m³ · 1 truck
Planned Pour Date
13 Apr 2026
Planned Pour Time
07:00
Site Engineer
R. Kumar
BOQ Item
RCC-COL-M25-BLKA
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Approval Workflow

Complete
Pour Card
R. Kumar
07:02
Client Engr.
A. Mehta
07:45
Pour Complete
2 trucks
12:05
Post-Pour
R. Kumar
12:30
Client Sign-off
A. Mehta
13:10

Inspection Checklist — Full Record

All checks complete
Check ItemIS 456 RefResultRemarks / ValuesBy / Time
PRE-POUR CHECKS
Survey / LayoutCl.11✓ OKGrid levels verified against survey drawingsR. Kumar · 06:45
Formwork — dimensions, tightness & alignmentCl.11.1✓ OKDimensions 0.45×0.45×1.16m verifiedR. Kumar · 06:48
Reinforcement — placement, laps & BBS checkCl.12.1✓ OKD12 bars @ 125mm spacing — matches BBSR. Kumar · 06:52
Cover Blocks — position & size verifiedCl.12.1✓ OK40mm cover blocks on all facesR. Kumar · 06:54
Embedments — pipes, conduits & MEP in positionCl.11.2NANo embedments for this elementR. Kumar · 06:54
Sleeves / Inserts — all per drawingCl.11.2NANot applicableR. Kumar · 06:54
Cleanliness — debris & standing water removedCl.11.3✓ OKFormwork cleaned and wettedR. Kumar · 06:58
DURING CONCRETING
Time between Mixing & PouringCl.13.145 minBatch dispatched 08:25 · Placed 09:10 · Within 90-min limitR. Kumar · 09:10
Weight of Mix IngredientsCl.10.2✓ OKBatch ticket RMC-2026-0413-018 verifiedR. Kumar · 09:12
W/C RatioCl.6.10.45Within design mix max 0.50R. Kumar · 09:12
Slump (mm)Cl.790 mmTarget 75–100mm · Slump cone test done on siteR. Kumar · 09:14
Concrete Temperature (°C)Cl.13.128°CAmbient 34°C · Below 35°C limit ✓R. Kumar · 09:14
Pour Start Time09:10R. Kumar · 09:10
Pour End Time12:05Total duration 2h 55mR. Kumar · 12:05
Cube Sampling DetailsCl.15.2✓ 2 setsCUB-027-01 & CUB-027-02 · Labelled & dispatched to TestLab ChennaiR. Kumar · 10:30
POST-POUR CHECKS
Surface FinishCl.13.4✓ As-castSurface smooth and acceptableR. Kumar · 12:20
HoneycombingCl.13.5✓ NoneNo honeycombing observed on visual inspectionR. Kumar · 12:20
Cold JointsCl.13.2✓ NoneContinuous pour — no cold jointsR. Kumar · 12:20
Curing StartedCl.13.5✓ Day 1Hessian applied at 13:00 and wettedR. Kumar · 13:00
Curing MethodCl.13.5Wet Hessian7-day curing plan confirmedR. Kumar · 13:00
Overall Acceptance✓ AcceptedElement structurally acceptable. Client Engineer confirmed.A. Mehta · 13:10
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Truck Batch Log

1 batch · 0.24 m³
#Batch No.Volume (m³)ArrivalDischargeTemp (°C)Slump (mm)W/C RatioCube Samples
T1 RMC-2026-0413-018 0.2409:1809:45 28°C 90mm 0.45 2 sets taken
Total poured: 0.24 m³ All trucks within IS 456 Cl.13.1 90-min limit ✓
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Site Photos

3 photos
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Pre-pour
07:02
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During pour
10:30
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Post-pour
12:20
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Cube Test Results

28-day pending
Sample IDSetCast Date7-day (N/mm²)28-day (N/mm²)Lab RefStatus
CUB-027-01A · Cube 113 Apr 202616.8PendingTLC-4421-AAwaiting
CUB-027-02A · Cube 213 Apr 202617.2PendingTLC-4421-BAwaiting
IS 456 Cl.16.1: M25 requires 7-day ≥ 16.5 N/mm² ✓. 28-day results expected by 11 May 2026.

Signatures & Sign-offs

All signed
R. Kumar
Site Engineer
Signed · 13 Apr 2026 · 07:02
A. Mehta
Client Engineer
Signed · 13 Apr 2026 · 07:45
G. Kannan
Project Manager
Reviewed · 13 Apr 2026 · 13:10