Law in Malaysia

Pengukuran Kuantiti Bangunan

CONTOH 4: SUBSTRUKTUR DENGAN ASAS PAD

1250

x 1250 x 300 pad footing

150

x 500 ground beam

300 x 300 column stump

iukur
ahaja.

liberi kerja

GROUND FLOORPLAN
(not to scale)
Notes: l. Excavate top soil l00mm deep to be deposited 10.00m from site.

2.
J.

40mm thick.

concrete cover for pad footing, corumn stump and ground beam is

Lean concrete shall be ofGrade 7 concrete.

4.

20 concrete.

concrete to footings, stumps, ground beams and bed shail be of Grade

DRAWING NO. AA/PF/I

81

Kerja-kerja Di Bawah Aras Lantai Terbawah

300 x 300 column

original ground level

C

damp proof membrane

L

SECTION OF PAD FOOTING (not to scale)

oohm

sY12-250

1250

PLAN OF PAD FOOTING (not to scale) DRAWING NO. AAiPF'/2

88

Pengukuran Kuantiti Bangunan

column

column

25mm lean concrete column stump column stump

GROUND BEAM (not to scale)

DRAWING NO. AA/PF/3
D. AAJPF/2

Kerja-kerja Di Bawah Aras Lantai Terbawah

40

>l
4Y12 28R8-250

I

T
I

€
l<

\t

I

soo

>l

150

SECTION OF GROUND BEAM
(not to scale)

*r*Eilt,,
l+l 300
SECTION OF COLUMN STUMP
(not to scale)

DRAWING NO. AA/PF/4

90

Pen'gukuran Kuantiti Bangunan

WORK BELOW LOWEST FLOOR FINISH Takine-off list

AA/PF/4

- m2 2. Deposition of top soil - m3 3. Excvt. to red. lev. - m3 4. Rem. excvtd. mat. - m3 5. Excvt. pit for pad fdn. - m3 6. Fillg. to excvn. - m3 7. Excvn. in rock - m3 8. Excvt. tr. for grd. bm. - m3 9. Rem. excvtd. mat. - m3 10. Excvn. inrock - m3 I l Disp. of surface water - Item 12. Conc. blindg. to Pad fdn. - m3 13. Rem.excvtd. mat. - m3 14. Ddt. fillg. to excvn. - m3 15. Conc. in pad fdn. - m3 16. Rem. excvtd.mat. - m3 17. Ddt. fillg. to excvn. - m3 18. Conc. in sfump - m3 19. Rem. excvtd.mat. - m3 20. Ddt. fillg. to excvn. - m3 21. Fwk. to sides of stumP - m2 22. Reinfl. bars in stump - m 23. Links in stumps - m

l. Excvt. top soil...