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CHECKLIST FOR SHUTTERING WORK
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Name of the Project:Date of inspection:
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Name of the building:Project manager:
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Location of inspection in the building:Report no:
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CHECKLIST FOR SHUTTERING WORK
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SL.
NO		CHECK ITEMReferenceYESNONAEngineerComments
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1st Level
Checked		2nd Level
Checked
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1Material, type of shuttering:
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1)Shuttering materials are proper (steel)
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2)Forms are cleaned with steel scraper or steel brush to make it free of rust, mortar encrustations or other foreign material.
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3)No scrapped/ deformed shutter is used.
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4)Gaps/holes in the form are closed with paper, putty or with thin metal steels to prevent leakage of cement grout.
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2Support, props:
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1)Quality of prop is proper. (steel piles)
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2)Interval of props are saficfactory. (maximum 2.5ft)
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3)Proper struts are used to separate the foundation formworks.
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4)Props at both ends are tighten.
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5)Measures are taken to prevent settlement of props at ground level
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6)Loose props/defective props are removed.
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7)Proper packing are ensured to check leakage.
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3Shuttering planning:
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1Turn bolt are fixed properly.
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2Nuts and bolt are fixed properly.
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3Electric conduits are set properly before casting.
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4Provision of sanitaly ducts are provided properly
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5Watertightness is ensured in the formwork.
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6Clear cover is set properly (saline & none-saline
zone considered)
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7All unused poltythine sheets are removed.
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8Level of shuttering is proper.
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9Horizontal alighment of shuttering is proper.
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10Vertical alighment of shuttering is proper.
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4Special check for pile casting:
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1Pile casting platform is perfectly is plane.
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2Pile form works are placed straight and size of each
pile is ensured.
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3Vertical alighment of pile shuttering is proper.
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4Measures are taken for Water tighthness to ensure
quality of concrete
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5Aggregate measuring box, sand filter are present at the site.
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6Slump testing aparatus is present at site
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5Special check for Footings/ Pile Caps:
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1Proper struts are used to separate foundation
frameworks.
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2Cork sheets are used to separate very adjacent
footing foundation.
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6Special check for columns:
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1Use of wooden shutter for column is strictly
prohibited, therefore no wooden shutter is used.
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2Forms made of 16 SWG steel sheet and angles with holes for fixing and tightening are prepared.
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3Height of form is within 5’-6”.
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4Column form are tighten with nuts and bolts at every hole with T-Bolts by putting jute/ foam gaskit in the overlapped surface of the the two shutters.
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5In addition to turn Bolt and T-Bolt fixing in the column shutter, props as struts in inclined are used.
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6Uniform lateral supports are ensured.
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7Column shutter is found 100% vertical.
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8When location of shuttering height exceeds 12 feet, special type of scaffolding with cross bracing is used.
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9Scaffolding is set for safety where it is necessary.
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7Special check for slab and beams:
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1Steel shutter for beams are prepared made of 16 SWG steel sheets with necessary holes and
clamps and strong MS Angle Frame.
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2Free end of platform sheet of slab is is fixed with
beam shutter.
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3Special strut bolts are used in the middle of deep
beam to prevent fattening.
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4Special Measures are taken to retail the alignment
of edge beams and slabs.
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5Steel props are placed @ 2’-6’’ C/C are used for
slab.
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6Support for each prop is OK to check against
deflection (in case of ground floor slab).
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7Form of slab is found leveled properly.
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8In case of double height of slab of beam, scaffolding is done as per approved design from
concerned Design Division.
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9Camber is done (if any)
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COMPANY ENGINEERCLIENT ENIGNEERR
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Name:Name:
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SignSign
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Date:Date:
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