QA/QC  › Method Statements  › Rebar Work Method
Form · QC-MST-FRM-004
Rebar Work Method Statement
26 checkpoints across 8 sections. Before starting the activity — submit to consultant for approval
26 Checkpoints
8 Sections
Per activity, per project
Contractor PM, QA/QC Engineer

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. SCOPE & REFERENCES
A1Scope covers supply, storage, cutting, bending, placing, fixing of reinforcement for all RCC elements
Acceptance: All elements — foundations, columns, beams, slabs, walls, staircase — included
Cl. 1 — Scope
OK
NC
NA
HOLD
A2Approved BBS, GFC drawings, and IS 13920 detailing provisions for seismic elements referenced
Acceptance: Approved BBS with revision; GFC drawings signed; ductile detailing per IS 13920 applied
Cl. 2 — References
OK
NC
NA
HOLD
A3Rebar grade, diameter, make approved; test certificates verified against IS 1786
Acceptance: Fe500D / Fe550D as specified; MTC per batch; physical & chemical properties per IS 1786
Cl. 3 — Material grade
OK
NC
NA
HOLD
B. MATERIALS & EQUIPMENT
B1Bar bending machine, cutting shear, tying tools, binding wire 16g/18g available
Acceptance: Machines serviceable; mandrel sizes per IS 2502 Table 2; binding wire galvanised 16-18g
Cl. 5 — Equipment
OK
NC
NA
HOLD
B2Cover blocks — concrete / PVC — of specified cover thickness ready; spacers for double-layer
Acceptance: Cover blocks cured; PVC spacers rated; sizes: 25/30/40/50/75 mm as applicable
Cl. 26.4 (IS 456) — Cover
OK
NC
NA
HOLD
B3Mechanical couplers (if used) approved; torque wrench calibrated; test pieces available
Acceptance: Type-approved couplers; torque per manufacturer; 3 tension tests per 100 couplers passed
Cl. 25.2.5 (IS 456) — Mechanical splice
OK
NC
NA
HOLD
C. SITE PREPARATION / PRE-REQUISITES
C1Rebar yard set up — dunnage 150 mm above ground; segregated by dia and grade; tagged
Acceptance: No direct ground contact; covered against monsoon; tags show heat no., dia, grade
Cl. 5 — Storage
OK
NC
NA
HOLD
C2Incoming rebar tested per IS 1786 — UTS, YS, elongation, bend / rebend — before use
Acceptance: 3 samples per 30 t or part; test reports filed; UTS/YS ratio ≥1.10 (Fe500D)
Cl. 8 — Testing
OK
NC
NA
HOLD
C3Formwork completed for element; line/level verified; BBS available at fixing location
Acceptance: Formwork inspected and approved; BBS latest revision at workface
Cl. 6 — Pre-requisite
OK
NC
NA
HOLD
Showing 9 of 26 checkpoints ·
A. SCOPE & REFERENCES
A1Scope covers supply, storage, cutting, bending, placing, fixing of reinforcement for all RCC elements
Cl. 1 — Scope (IS 2502)
All elements — foundations, columns, beams, slabs, walls, staircase — included
OKNCNAHOLD
A2Approved BBS, GFC drawings, and IS 13920 detailing provisions for seismic elements referenced
Cl. 2 — References (IS 2502)
Approved BBS with revision; GFC drawings signed; ductile detailing per IS 13920 applied
OKNCNAHOLD
A3Rebar grade, diameter, make approved; test certificates verified against IS 1786
Cl. 3 — Material grade (IS 1786)
Fe500D / Fe550D as specified; MTC per batch; physical & chemical properties per IS 1786
OKNCNAHOLD
B. MATERIALS & EQUIPMENT
B1Bar bending machine, cutting shear, tying tools, binding wire 16g/18g available
Cl. 5 — Equipment (IS 2502)
Machines serviceable; mandrel sizes per IS 2502 Table 2; binding wire galvanised 16-18g
OKNCNAHOLD
B2Cover blocks — concrete / PVC — of specified cover thickness ready; spacers for double-layer
Cl. 26.4 (IS 456) — Cover (IS 456)
Cover blocks cured; PVC spacers rated; sizes: 25/30/40/50/75 mm as applicable
OKNCNAHOLD
B3Mechanical couplers (if used) approved; torque wrench calibrated; test pieces available
Cl. 25.2.5 (IS 456) — Mechanical splice (IS 456)
Type-approved couplers; torque per manufacturer; 3 tension tests per 100 couplers passed
OKNCNAHOLD
C. SITE PREPARATION / PRE-REQUISITES
C1Rebar yard set up — dunnage 150 mm above ground; segregated by dia and grade; tagged
Cl. 5 — Storage (IS 2502)
No direct ground contact; covered against monsoon; tags show heat no., dia, grade
OKNCNAHOLD
C2Incoming rebar tested per IS 1786 — UTS, YS, elongation, bend / rebend — before use
Cl. 8 — Testing (IS 1786)
3 samples per 30 t or part; test reports filed; UTS/YS ratio ≥1.10 (Fe500D)
OKNCNAHOLD
C3Formwork completed for element; line/level verified; BBS available at fixing location
Cl. 6 — Pre-requisite (IS 2502)
Formwork inspected and approved; BBS latest revision at workface
OKNCNAHOLD
Showing 9 of 26 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED — NCR RAISED
Remarks
Name / Sign / Date
Prepared By
Name / Sign / Date
Approved By
Name / Sign / Date