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 Imp rest Stores?
Material obtained not for specific works but as a standing advance for the purpose of material urgent requirements as and when they arise should with the exception of consumable stores such as cotton waste, jute, oil and grease be treated as imp rest stores so long as they are under the control of the authority in charge of the executive unit. All such stores should be borne on an emprest account to be maintained by the departmental subordinate in charge of the stores and this form part of the stores and this form part of the stores balances of the railway.
The imprest with every subordinate should be fixed by the head of the department. The scale of imprest sanctioned for each subordinate should not be increased or decreased except by the authority who originally fixed the scale.
Material issued from in present stock should be recouped as soon after the issues as possible. The subordinate concerned may place requisitions for the recoupment of imprest stores direct on the authorized stores Depot.
No transfer of stores between imprest holders should be permitted except when stores are immediately required in a particular area in an emergency and are not available at the time with the imprest holder of that area. In such exceptional cases the stores required may be obtained from a neighbouring imprest holder who will then charge them off to the final head in his own account.
Why hoisting and conveying equipment is very important in civil engineering?
Tests on Bitumen: The following tests are conducted on bitumen to find its suitability as a road binder : (a) Penetration test (b) Softening Point test (c) Flash Poi
full history
problem5.4.6
coefficent of friction in circular pipes
An oven-dry soil sample of volume 225 cm3 weighs 3.90 N. If the grain specific gravity is 2.72, determine the void-ratio and shrinkage limit. What will be the water content which w
what is the procedure for gsb proctor test for matrial sampling for lab density
The design of flexible pavements how it is used
design a tension member subjected to a pull of 300KN using a channel section. the length of a joint available is only 400mm.check the condition of using lug angle for end connecti
Explain coulomb''s wedge theory-definition and derivation
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