SHALIMAR GROUP
NAME OF THE DEPARTMENT :
DOCUMENT CODE NO.
EXECUTION






NAME OF THE DOCUMENT :
PAGE NO.
TOTAL PAGES.
CHECKLIST FOR BACK FILLING

0
1

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1
CHECKLIST FOR BACK FILLING

Sr. No:




SITE : SHALIMAR ANTHURIUM
LOCATION :
DATE :
Ref. Drawing No. ________________________________________
Sr. No.
Job Description
YES
NO
NA
1.
Backfilling is well compacted and imprevious to water (Dry density test may be taken, if the specified press thumb it should not depress surface)



2.
Top level of soiling



3.
Rubble stone-these should be squarish and be between 173 to 225 mm.



4.
Availability of heavy compactor if required. (All rubble to be pitched vertically with large size of stone base.)



5.
Anti-termite treatment, if required/ specified.



6.
The 6" soling should not be more than 20% by volume.



7.
A proper gap should be kept between soling stone.



8.
Select the backfilling material from the excavated stub.



9.
Check whether water facility is available.



10.
Each layer is wetted and compaction with heavy rammers.



11.
The process of filling and watering and compaction shall be carried out til the required level.



12.
If the depth of filling and watering compaction shall be carried out till the required level.



13.
No use of black cotton soil is allowed.



14.
The gap between adjacent stone shall be wedged with small stone. They are well driven with dhumos.



15.
Rubber soling shall be stopped only after the masonry is fully cured.



                                                                                          

                                                                                          SIGN. OF SITE ENGINEER
CORRECTIVE ACTION PROPOSED



Sign of Project Manager                                                       Sign of Project Manager
      Contractor                                                                                  Shalimar Group