iwubpreve, please enlighten me on loss & expense.
How do I claim this when project delay for years?
Ask me anything abt Construction Industry!, Q&A
Ask me anything abt Construction Industry!, Q&A
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Oct 24 2014, 08:51 AM
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Junior Member
11 posts Joined: Jan 2009 |
iwubpreve, please enlighten me on loss & expense.
How do I claim this when project delay for years? |
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Oct 24 2014, 01:32 PM
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QUOTE(iwubpreve @ Oct 24 2014, 11:21 AM) good question. iwubpreveloss and expenses (LE) is a sensitive issue. will offend client no doubt in order to claim loss and expenses, u have to demonstrate ur entitlement of EOT. to do that u need to have the original baseline (original master programme). then u have to revise the programme by incorporate ur entitlement of EOT inside. by do that ur baseline become baseline 2 (example). then u have to justify ur expenses but putting in the expenses into that period. example: 1. original rent 5 month of tower crane, now 7 months, u get 2 months. 2. original u pay wages to ur stuff 7 months, now 5 months bear in mind not all is straight away stuff. there are few dalays, culpable delay - contractor fault and therefore not entitle for LE nor EOT concurrent delay - both contractor and employer contribute to the delay, hence EOT entitle LE not entitle non culpable delay - employer/architect fault and contractor entitle both EOT and LE 1) how do i justify? By contract prelims? Or actual loss? 2) in terms of claim, what claim are we talking about? Contract ie. Progress claim? Or... 3) what is your point of view in view of the L&E claim practice in construction industry? 4)hehe... |
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Oct 30 2014, 08:01 PM
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QUOTE(iwubpreve @ Oct 28 2014, 09:10 AM) different measure will be taken depend on how severe the water leaking are and what kind of exposure of the surface. normally, they will just do pressure grout injection at the water leaking zone with each point for injection is very close to each other in order to fill in the water capillary within the slab. Whose fault normally when we are talking about water leaking from the above slab normally around lift core?I am confuse about cold joint, normally between lift core and floor slab? Lift core constructed, then only cast slab, then cold joint might occur? Or, the logistic problem which there is delay in the ready mix concrete truck and affected the pouring of the concrete which eventually resulted to new and old joint and resulted to cold joint? How? How la? iwubpreve |
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Nov 20 2014, 08:12 AM
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What is blind bore? Found it hard to understand piling works...
There is this tension bore and compression bore pile, the difference between them only in the arrangement of reinforcement? In consideration of water table level, actually how does it affect the construction works? Technically speaking? iwubpreve |
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Dec 6 2014, 01:00 PM
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Hey, anyone pro in piling works?
Mind to tell me what is the method to check the verticality of bore hole before casting and even after casting? This post has been edited by fondo: Dec 6 2014, 01:01 PM |
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