(photos shall be added according to progress/process)
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| Stumps before backfilling work. |
1.
The soil is acidic and require additional compound to be added to substructure component.
Load test 1 and 2 failed, as such, about more than 50% pile and pile caps need to be redesigned.
Some units has been reduced to mere stumps.
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| Backfilling work with starter bars exposed. |
2.
Backfilling work completed, and starter bars and rebars are fabricated.
At this point, Architect requires to see shop drawings of the underground services for coordination and checking of the works.
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| Ground beam formworks. |
3.
Formwork installation before casting of the ground beams. Notice the crookedness of the installation.
Shop drawings will show which location the underground pipes may cross or punch through the beams.
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| Ground beam formwork removed. |
4.
Ground beam formworks removed. Notice the link bars for the slab and the starter bars for columns.
Ground beams are suspended structure, independent of the ground. most underground services went below them, or punching them through anticipated sleeve laid before casting.
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| Coordination of underground pipes. |
5.
Example of underground pipes are such as soil pipes, rainwater down pipes, floor traps, gully traps, wash basin down pipes, sumps and manholes.
Some pipes that will be boxed up such as soil pipes and rainwater down pipes are coordinated in such a way that they will be located as close as possible to the ground beam or wall in order to minimize the box size.
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| Ground floor casting starting. |
6.
During casting of ground floor slab, all pipes shall be protected, and plugged to avoid clogging.
During or before casting, the level for floor traps openings shall be anticipated in order to result in correct 'laid to fall' condition.
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| "Chezy" Sump and Manhole Units |
7.
Sump and manhole are some of time consuming conventional works. This project is using HDPE portable sump and manhole units in order to reduce labor cost, and speedy installation.
The end product is tidy too. Contractor is reminded to ensure heavy vehicle do not damage the installed units.
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| Internal view |
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| External view |
8. Underground Services
Underground services have always been overlooked in such a way that COORDINATION sometimes only been made after ground beams have been cast.
While actually a lot of pipes of different sizes need to cross below beams and above pile caps.
It is appeared here that some hacking have been carried out due to either the first sleeve is made to far from wall or there is no space between pile caps and bottom of beam
Either way, shop drawings have not been followed.
The ABS cold water pipes also not in line with the line indicated in shop drawings.
If the Engineer accepted this, should have appeared in as-built drawings.
Dilema: The square pipe and the white round pipe supposed to joint with sump. Now its already far apart horizontally, and at different height vertically.
9. Safety
This scalffolding set up staging to support the formwork for RC Flatroof has been commented to add bottom support to sit on ground. Notice the flimsiness of the bottom member?
In progress...

















































