D. Form1/2
                                                                                       CONSTRUCTION CHECKLIST
                                 Name of the Project:                                                                         Date of inspection: 
                                 Name of the building:
                                 Location of inspection in the building:
                                 Name of the Sub-Division: 
                                 Name of the Division: 
                           STEP D: CHECKLIST FOR SHUTTERING WORK 
                                                                                                                                       1st Level     2nd Level
                            SL.                                                                                                        Checked        Checked
                           NO. CHECK   ITEM
                                                                                               Refference       YES NO NA                SAE            SDE                Comments
                           1     Material, type of shuttering: 
                             1) Shuttering materials are proper (steel) 
                                 Forms are cleaned with steel scraper or steel brush 
                                 to make it free of rust, mortar encrustations or other 
                             2) foreign material. 
                             3) No scrapped/ deformed shutter is used.
                                 Gaps/holes in the form are closed with paper, putty 
                                 or with thin metal steels to prevent leakage of 
                             4) cement grout. 
                           2     Support, props: 
                             1) Quality of prop is proper. (steel piles)
                                  Interval of props are saficfactory. (maximum 2.5ft)
                             2)
                                 Proper struts are used to separate the foundation 
                             3) formworks.
                             4) Props at both ends are tighten.
                                 Measures are taken to prevent settlement of props 
                             5) at ground level
                             6) Loose props/defective props are removed.
                             7) Proper packing are ensured to check leakage.
                           3     Shuttering planning: 
                             1) Turn bolt are fixed properly.
                             2) Nuts and bolt are fixed properly.
                             3) Electric conduits are set properly before casting. 
                             4) Provision of sanitaly ducts are provided properly
                             5) Watertightness is ensured in the formwork.
                                 Clear cover is set properly (saline & none-saline 
                             6) zone considered)
                             7) All unused poltythine sheets are removed.
                             9) Level of shuttering is proper.
                            10) Horizontal alighment of shuttering is proper.
                            11) Vertical alighment of shuttering is proper.
                           4     Special check for pile casting:
                             1) Pile casting platform is perfectly is plane.
                                 Pile form works are placed straight and size of each 
                             2) pile is ensured.
                             3) Vertical alighment of pile shuttering is proper.
                                 Measures are taken for Water tighthness to ensure 
                             4) quality of concrete
                                 CONTRACTOR : Name-                                         Signature:
                                 SAE : Name-                                                Signature:
                                 SDE: Name-                                                 Signature:
                                 EE: Name-                                                  Signature:
                                                                                                                                                                                 D. Form2/2
                                                                                       CONSTRUCTION CHECKLIST
                                 Name of the Project:                                                                         Date of inspection: 
                                 Name of the building:
                                 Location of inspection in the building:
                                 Name of the Sub-Division: 
                                 Name of the Division: 
                           STEP D: CHECKLIST FOR SHUTTERING WORK 
                                                                                                                                       1st Level     2nd Level
                            SL.                                                                                                        Checked        Checked
                           NO. CHECK   ITEM
                                                                                               Refference       YES NO NA                SAE            SDE                Comments
                           5     Special check for Footings/ Pile Caps: 
                                 Proper struts are used to separate foundation 
                             1) frameworks.
                                 Cork sheets are used to separate very adjacent 
                             2) footing foundation. 
                           6     Special check for columns: 
                                 Use of wooden shutter for column is strictly 
                             1) prohibited, therefore no wooden shutter is used.
                                 Forms made of 16 SWG steel sheet and angles 
                             2) with holes for fixing and tightening are prepared. 
                             3) Height of form is within 5’-6”.
                                 Column form are tighten with nuts and bolts at 
                                 every hole with T-Bolts by putting jute/ foam gaskit 
                             4) in the overlapped surface of the the two shutters. 
                                 In addition to turn Bolt and T-Bolt fixing in the 
                             5) column shutter, props as struts in inclined are used.
                             6) Uniform lateral supports are ensured. 
                             7) Column shutter is found 100% vertical.
                                 When location of shuttering height exceeds 12 feet, 
                                 special type of scaffolding with cross bracing is 
                             8) used.
                             9) Scaffolding is set for safety where it is necessary. 
                           7     Special check for slab and beams:
                                 Steel shutter for beams are prepared made of 16 
                                 SWG steel sheets with necessary holes and 
                             1) clamps and strong MS Angle Frame.
                                 Free end of platform sheet of slab is is fixed with 
                             2) beam shutter. 
                                 Special strut bolts are used in the middle of deep 
                             3) beam to prevent fattening. 
                                 Special Measures are taken to retail the alignment 
                             4) of edge beams and slabs.  
                                 Steel  props are placed @ 2’-6’’ C/C are used for 
                             5) slab. 
                                 Support for each prop is OK to check against 
                             5) deflection (in case of ground floor slab).
                             6) Form of slab is found leveled properly.
                                 In case of double height of slab of beam, 
                                 scaffolding is done as per approved design from 
                             7) concerned Design Division. 
                             8) Camber is done (if any)
                                 CONTRACTOR : Name-                                         Signature:
                                 SAE : Name-                                                Signature:
                                 SDE: Name-                                                 Signature:
                                 EE: Name-                                                  Signature: