Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Q. What is Material at site Return?
The authority is executive charge of a work should be responsible for holding in safe custody for controlling the consumption and to the extent prescribed here in after for the correct accountal of all materials at site of such work also for the return to stores transfer or disposal other wise to the best advantage of the railway of any material at site which it appears certain will not be consumed on that work.
As material are issued for consumption on the work the date quantity and sub head to which they are chargeable should be recorded under issued but found subsequently to be surplus to requirements should be brought back into record as minus issue such transactions should where ever practicable be avoided by continue issue to exact and immediate requirement or by recording then only when actually consumed.
Material at site returned to stores transferred or other wise disposed and shown in their respective records with the date Qty and disposal reference as minus receipts.
Q. Test for determination of Ultimate Compressive Strength The test pieces are to be loaded either till the failure of the steel laiminate or till the irreversible squeezing ou
what is bending moment
Soil plug in marine piling system of steel tubular pile with reinforced concrete infill At the time of initial driving process, open-ended steel piles are driven through the s
Emulsion: An emulsion is a bituminous binder which is in a fluid form at atmospheric temperatures above O o C and requires no heating at all. Bitumen cab be converted to an e
what are the uses of retaining wall?!
a light rod ad
Question Is procurement of third party insurance required to be incorporated in deal for construction works? Answer Purpose of third party insurance is to guard contra
Permanent adjustment and temporary adjustment
how to calculate loads acting on a simple supported beam of 220width by 425 depth #Minimum 100 words accepted#
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd