Checklist
Checklist For Shuttering Before Placing Reinforcement
Checklist For Shuttering Before Placing Reinforcement
| FORM/FORMAT | Checklist no. |
| Title: Checklist For Shuttering Before Placing Reinforcement. | Rev. , dated |
Building Location Date.
Grade of concrete= M Grade of steel =
| Sr. No. | Activity | Acceptance Criteria | Observation |
| 1 | Architectural details | As per Drg. No.:_______,
Rev. No.:________ |
|
| 2 | Column Dimensions (Width and Thickness.) | As per Drg. No.:_______, Rev. No.:________ |
|
| 3 | Column Reductions | As per Drg. No.:_______,
Rev. No.:________ |
|
| 4 | Beam Bottoms (width and Th.) | a) Width = Dimension +5mm
b) Thickness=Dimension +/-3 mm c) Depth = Dimension+5mm |
|
| 5 | Slab Panel diagonals, linear dimensions. | Shall be As per drawing no______. With a tolerance of + 5 mm. | |
| 6 | Verticality with previous lower Panel | Shall be in Plumb With a tolerance of + 5mm | |
| 7 | Levels 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) | |
| 8 | Lift Pardi diagonal and verticality | Shall be in vertical plumb with a tolerance of + 5mm, Diagonal with tolerance + 5mm. | |
| 9 | Chipping of Column Junctions | Laitance removed & coarse aggregate top is exposed compulsorily. | |
| 10 | Shuttering Plates. | Plate Thickness shall be of min. 14 gauges, & must be free from Rust & Structural Defect. | |
| 11 | Beam/Slab Shuttering | ||
| a) Gaps between joints of shuttering material | Shall be filled with ribs & masking tape of 3” width for horizontal slab shuttering only. Masking tape shall not be used for vertical sides. | ||
| b) Wailing | 4”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) Studs | For 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. | ||
| 12 | Sunk Portions | As 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.
