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Date:10 Sep.

Last update: 28 Aug.2006

Cadangan 1 Blok Apartment Kos Sederhana 18 Tingkat Yang Mengandungi 268 Unit Kediaman; Bersama Tempat Letak Kereta Dan Kemudahan Di Tingkat Bawah Di Atas Sebahagian lot 47 (ruj. lama :lot P.T. 3), Seksyen 90a, Jalan Pudu Ulu, Daerah Wilayah Persekutuan,Untuk Tetuan Fawanis Sdn. Bhd. (Construction Cost: RM 20 Millions)

Developer : TSI Builders Sdn. Bhd.
Architect : Akipanel Architect
Civil & Structural Engineer : SY Perunding
M & E Engineer : Enmac Sekutu
Quantity Surveyor : JUB Contract Consultancy Sdn Bhd
: (J.B. Bergabung during building construction stage)
Main Contractor  : Powerplan Systems Sdn. Bhd.
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18 storey medium cost apartment

The site located besides Jalan Pudu Ulu, adjacent to rows of existing terrace houses, approximately 500m from Bangunan PGRM, Cheras along Jalan Pudu Ulu and 500m from Stadium Badminton Cheras.

The project consists of 1 Block of 18-storey building with a total of 268 units of medium cost house with car parks and utilities at ground floor.

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Medium cost apartment – construction stage

One wing of the building is founded on sandy ground while the other was on soft clay with suspected localised slime. The piling foundation is with combination of 200x200, 300x300 and 400x400 RC piles for overall economical design. Project commenced on Feb 2003. Due to the contractor’s deviation from the instruction of no mass excavation for pilecap excavation, the installed piles were disturbed on one wing. In solving this major site problem, extensive PDA test with detail supervision and as-built surveys has been carried out for piles with the objective of maximising the salvation of disturbed piles, with pleasing outcome.

Those unusable piles are compensated with new piles and the method of pile compensation is designed using in-house pilecap program, where economical design is achieved after performing many options for each design and evaluating the auto-generated cost data for each option. Drawings for compensation piles complete with performance specifications have been produced in short time in view of urgency. To reduce the chance of encountering similar problem subsequently, one wing of the building platform level has been raised up to minimise excavation. Additional raised suspended RC driveway slab on piles has been introduced. Deep liftwall pilecap was excavated using cofferdam method.

The building was monitored for settlement through out the construction period.

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Excavation for pilecap using cofferdam method

The general building shape is L shape on plan. The high-rise structural stability is provided by beam-column frames. All apartment units have been economically designed with 100mm thick slab.


The building was fully completed in May 2005. Certification for occupation by DBKL was obtained on 28th July 2005.


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