engineering water

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2.0 Engineering & QA/QC Aspects 2.1. High rise Buildings 2.1.1. General 2.1.1.1. Procurements i. Is procurement list available? ii. Is the list of imports available? iii. Is the import schedule available? iv. Is procurement schedule available? v. Is the procurements done according to the schedule? vi. Are there procurement delays? vii. Is the procured material quality satisfactory? viii. Are the brand and the suppliers are approved by the consultant/client? 2.1.1.2. Drawings i. Is the drawings issued for construction? ii. Is the older drawings cancellation method followed? iii. Is the drawings checked for consistency by site engineer? 2.1.1.3. Formwork i. Is the formwork lines marked by surveyor Engineer? ii. Is the form work has adequate support? iii. Is the verticality and perpendicularity ok? iv. Is form ties provided adequately? v. Is the formwork surface cleaned from debris? 2.1.1.4. Re bar i. Is the bar schedules prepared? ii. Is the cutting and fabrication of rebar done to correct dimensions? iii. Is the rebar free from rust? iv. Is necessary cover blocks provided adequately? v. Is re bar congested areas identified and remedial actions taken? 2.1.1.5. Concreting i. Has the mix design has been approved? ii. Is there grout leak prevention measures taken? iii. If this is a second step does chipping is done? iv. Is curing is done adequately? v. Is there honey combs available in concreted structures? vi. Is there grout leak prevention measures taken?

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Water project quality

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2.0 Engineering & QA/QC Aspects2.1. High rise Buildings2.1.1. General 2.1.1.1. Procurements i. Is procurement list available?ii. Is the list of imports available?iii. Is the import schedule available?iv. Is procurement schedule available?v. Is the procurements done according to the schedule?vi. Are there procurement delays?vii. Is the procured material quality satisfactory?viii. Are the brand and the suppliers are approved by the consultant/client?2.1.1.2. Drawings i. Is the drawings issued for construction?ii. Is the older drawings cancellation method followed?iii. Is the drawings checked for consistency by site engineer?2.1.1.3. Formwork

i. Is the formwork lines marked by surveyor Engineer?

ii. Is the form work has adequate support?

iii. Is the verticality and perpendicularity ok?

iv. Is form ties provided adequately?

v. Is the formwork surface cleaned from debris?

2.1.1.4. Re bar

i. Is the bar schedules prepared?

ii. Is the cutting and fabrication of rebar done to correct dimensions?

iii. Is the rebar free from rust?

iv. Is necessary cover blocks provided adequately?

v. Is re bar congested areas identified and remedial actions taken?

2.1.1.5. Concreting

i. Has the mix design has been approved?

ii. Is there grout leak prevention measures taken?

iii. If this is a second step does chipping is done?

iv. Is curing is done adequately?

v. Is there honey combs available in concreted structures?

vi. Is there grout leak prevention measures taken?2.1.1.5.1.1. Testing

i. Is the slump tested at site?

ii. Is test tubes casted and labeled correctly?

iii. Is the test cube register maintained?

iv. Is the test cubes crushed in relevant dates?

v. If there are failures are they reinvestigated most of the time?

vi. Is the test cubes placed in the curing tank as soon as it was removed from the mold?

vii. Is the test cubes placed in order in the curing tank?