SHALIMAR GROUP | NAME OF THE DEPARTMENT : | DOCUMENT CODE NO. | |||||||||||||
EXECUTION | |||||||||||||||
NAME OF THE DOCUMENT : | PAGE NO. | TOTAL PAGES. | |||||||||||||
CHECKLIST FOR SHUTTERING & CONCRETING OF FOUNDATIONS | 0 | 1 | 0 | 1 | |||||||||||
CHECKLIST FOR SHUTTERING & CONCRETING OF FOUNDATIONS | |||||||||||||||
Sr. No: | |||||||||||||||
SITE : SHALIMAR ANTHURIUM | LOCATION : | DATE : | |||||||||||||
Ref. Drawing No. ________________________________________ | |||||||||||||||
Sr. No. | Job Description | YES | NO | NA | |||||||||||
1. | Level of top of P.C.C. | ||||||||||||||
2. | Centre line | ||||||||||||||
3. | Orientation | ||||||||||||||
4. | Length, breadth, diagonal of shuttering Depth of concerting i.e. D & d. | ||||||||||||||
5. | Reinforcement should be cut only after understanding the depth of foundation. | ||||||||||||||
6. | Reinforcement- diameter, numbers, lengths, position & spacing of jali etc. | ||||||||||||||
7. | Cover of reinforcement, inserts, if any | ||||||||||||||
8. | Stability of formwork | ||||||||||||||
9. | Approved mix design as per grade of concrete as specified by Consultants | ||||||||||||||
10. | Materials - aggregates and sand as per approved source. | ||||||||||||||
11. | Approaches and proposed method of concerting (if height of pouring of concrete exceeds to 2 m supada should be provided.) | ||||||||||||||
12. | Support to column reinforcement | ||||||||||||||
13. | Availability of vibrator | ||||||||||||||
14. | The Laping length bars above ground beam should be minimum 50 dia | ||||||||||||||
15. | Cube to be taken for Concrete strength | ||||||||||||||
SIGN. OF SITE ENGINEER | |||||||||||||||
CORRECTIVE ACTION PROPOSED | |||||||||||||||
Sign of Project Manager Sign of Project Manager Contractor Shalimar Group |