Whether you are already used to dealing with DBK or managing this format for the first time, editing it should not seem like a challenge. Different formats may require particular applications to open and modify them properly. Yet, if you have to swiftly fill in construction in DBK as a part of your usual process, it is advisable to get a document multitool that allows for all types of such operations without additional effort.
Try DocHub for efficient editing of DBK and other document formats. Our platform provides straightforward papers processing no matter how much or little previous experience you have. With instruments you have to work in any format, you won’t need to switch between editing windows when working with every one of your documents. Effortlessly create, edit, annotate and share your documents to save time on minor editing tasks. You will just need to register a new DocHub account, and you can start your work instantly.
See an improvement in document management efficiency with DocHub’s straightforward feature set. Edit any document easily and quickly, irrespective of its format. Enjoy all the advantages that come from our platform’s efficiency and convenience.
mornings today 22nd 5th 2022 [Music] we are discussing on backfilling in construction site at the base structural backfilling structural backfilling first selection of material that optimum moisture content should be 12 to 14 maximum dry density 1.7 to 1.9 gram per cubic centimeter second step leveling by survey site clearance traffic management reconstruction safety meeting it should be cleared after substructure machinery see this layer of 300 mm survey already marked on masonry to maintain 300 mm layer each layer this is the soil first soil formation soil formation this proper spraying of water so that compaction will be perfect degree of compression should be more than 95 percentage before backfilling we have to check this if there is any borehole any open investigation feed or trench or plumbing pipe sewage system backfilling material but if there is a sub-base granular sub-base by road base the thickness should be maintained 150 and degree of compaction should be more than 98 de