Checklist For Shuttering Before Placing Reinforcement

Checklist For Shuttering Before Placing Reinforcement

FORM/FORMATChecklist no.
Title: Checklist For Shuttering Before Placing Reinforcement.Rev. , dated

Building Location Date.

Grade of concrete= M Grade of steel =

Sr. No.ActivityAcceptance CriteriaObservation
1Architectural detailsAs per Drg. No.:_______,

Rev. No.:________

2Column Dimensions (Width and Thickness.)As per Drg. No.:_______,

Rev. No.:________

3Column ReductionsAs per Drg. No.:_______,

Rev. No.:________

4Beam Bottoms (width and Th.)a) Width = Dimension +5mm

b) Thickness=Dimension +/-3 mm

c) Depth = Dimension+5mm

5Slab Panel diagonals, linear dimensions.Shall be As per drawing no______. With a tolerance of + 5 mm.
6Verticality with previous lower PanelShall be in Plumb With a tolerance of + 5mm
7Levels of Beam Bottom and Slab Panels.Shall be As per drawing no______. With a tolerance of + 5 mm.(No Camber to be provided unless specified by RCC consultant)
8Lift Pardi diagonal and verticalityShall be in vertical plumb with a tolerance of + 5mm, Diagonal with tolerance + 5mm.
9Chipping of Column JunctionsLaitance removed & coarse aggregate top is exposed compulsorily.
10Shuttering Plates.Plate Thickness shall be of min. 14 gauges, & must be free from Rust & Structural Defect.
11Beam/Slab Shuttering
a) Gaps between joints of shuttering materialShall be filled with ribs & masking tape of 3” width for horizontal slab shuttering only. Masking tape shall not be used for vertical sides.
b) Wailing4”x1 ¼” Patti to be used as wailing. For 500mm and 600mm depth beam Internal side = 2 nos., External side = 3 nos. For 700mm & 750mm Internal side = 3

nos., External side = 3 nos. For sides more than depth 750mm follows approved shuttering design.

c) StudsFor 500mm depth beam Internal side = 4”x1 ¼” Patti at 1’7” c/c., External side = 4”x1 ¼” Patti at 1’7” c/c. For 600 & 700mm Internal side = 4”x1 ¼” Patti at 1’3” c/c.., External side = 3” x 3” chaavi at 1’3” c/c.For sides more than depth 700mm follow approved shuttering design.
12Sunk PortionsAs per RCC Drg. No.:_______,

Rev. No.:________

Note : All dwg numbers , to be referred should be filled in , before the Checklist is referred to , at

location , for Acceptance Criteria , by the Senior Engineer/Sector Engineer .

FOREMAN: _________________________

JR.ENGR/SITE ENGINEER: _______________

SENIOR/SECTOR ENGINEER: ______________

NB: Checklist, to be completed in all respects and signed with date by all concerned, as designated

above.

 

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