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Karmel Hammad's image
Question added by Karmel Hammad Junior Civil Engineer Khatib & Alami
7 years ago
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28
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Hamza Muhammad Bakhsh's image
Question added by Hamza Muhammad Bakhsh Quantity Surveyor Engeering Kinetics (pvt) ltd.
6 years ago

What should be the maximum and minimum slump of concrete?‎

If on-site slump test fails, should engineers allow the contractor to continue the concreting works? ‎

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10
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Muhammad Fida Noor's image
Question added by Muhammad Fida Noor QA/QC Engineer Redco International w.l.l
6 years ago

If we do not have a concrete quality report from the lab but a field or physical quality of concrete is good?‎

As a good QA/QC Engineer, what are the recommendations at the site? start poring or not?‎

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3
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195
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0
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Nashir Uddin Ahmed's image
Question added by Nashir Uddin Ahmed QA QC Inspector Civil BEC
1 year ago

How to repair the concrete crack?‎

We have poured concrete but there is some area appeared cracks. How to repair it?‎

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Salma Fakih's image
Question added by Salma Fakih Architect -
7 years ago
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3
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414
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2
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Salma Fakih's image
Question added by Salma Fakih Architect -
9 years ago
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78
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1289
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5
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venkatesh b a's image
Question added by venkatesh b a Project management consultant Self
2 years ago
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Mushtaq Hussain Mushtaq's image
Question added by Mushtaq Hussain Mushtaq Senior Lab Supervisor Al Mumayaz Laboratory
7 years ago
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3
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526
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0
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THOMAS ATHAPPILLY's image
Question added by THOMAS ATHAPPILLY Construction Manager Rajagiri Health and Education Trust, Alwaye - Kochi
9 years ago

Is there clear guidelines to reduce item rates, if the Contractor does not comply with the minimum curing period of Reinforced Cement Concrete works?‎

After documentation to this effect from the side of PMC, Client or Consultant, is there any specific guideline or recommended procedure to reduce the payable rate towards‎ ... See More

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13
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617
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6
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Salma Fakih's image
Question added by Salma Fakih Architect -
7 years ago
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6
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Views:
564
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1
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