Sub- Structure Works Acappella Ph3

Conc. Lean Conc Fwk Bar

No Type Location Length Breadth Depth Base Slab Wall Depth

Sub- Structure Works Acappella Ph3

2 4 DST 0.50 0.50 0.35 0.35 0.35 0.35 0.50 0.40 1.44 0.70 T1 5 16 1.50 - 11.83 - - -

T2 5 16 1.45 - 11.44 - - -

B1 5 16 2.95 - 23.27 - - -

B2 5 16 2.90 - 22.87 - - -

T3 6 16 1.92 - 18.13 - - -

T3 5 10 0.74 2.28 - - - -

6 2 SWT 0.90 0.90 0.9 0.35 0.35 0.90 2.30 1.68 2.56 3.24 T1 14 12 2.60 - - 32.30 - -

0.90 0.90 0.9 0.35 0.35 0.90 2.30 1.68 2.56 3.24 T2 19 12 1.89 - - 31.86 - -

B1 14 16 5.20 - 114.84 - - -

B2 21 16 4.80 - 159.01 - - -

T3 17 10 2.25 23.57 - - - -

T4 15 10 9.10 84.11 - - - -

7 3 SWT 2.00 1.00 1.10 0.35 0.35 1.10 5.05 3.57 4.59 6.60 T1 11 12 2.97 - - 28.99 - -

T2 17 12 1.87 - - 28.21 - -

B1 11 12 5.90 - - 57.59 - -

B2 17 12 4.80 - - 72.41 - -

T3 17 10 2.25 23.57 - - - -

T3 9 10 2.25 12.48 - - - -

T4 5 10 9.10 28.04 - - - -

8 5 WRT 1.35 1.00 1.1 0.35 0.35 1.10 3.83 2.68 3.49 5.17 T1 11 10 2.30 15.56 - - - -

T2 10 10 2.34 14.42 - - - -

B1 6 16 4.02 - 38.05 - - -

B2 5 16 3.39 - 26.74 - - -

T3 15 10 2.60 24.03 - - - -

T4 6 10 3.20 11.83 - - - -

- - - - -

9 6 WRT 0.90 0.90 0.8 0.35 0.35 0.80 2.05 1.55 2.56 2.88 T1 9 10 2.05 11.37 - - - -

T2 9 10 1.89 10.48 - - - -

B1 11 16 2.97 - 51.54 - - -

B2 11 16 3.47 - 60.21 - - -

T3 15 10 2.79 25.79 - - - -

T4 6 10 2.40 8.87 - - - -

- - - - -

332.06 656.56 271.91 0.00 0.00

18.09 13.11 19.76 24.71

23.43 17.33 28.42 32.11

Project Title:Cadangan pembangunan (fasa 3) Hotel dan Pangsapuri Servis 21 tingkat Di Atas

Dwg No: ST/Base/Slab/101A (CD) rev. 20 Oct 2011

Length Wide Depth Fwk Conc Bar Length Dia No T10

(m) (m) (m) (m) (m3) Mark

1 90.95 0.20 0.10 68.55 - T1 1.10 10 457 309.66

** 22.4 B1 2.52 10 457 709.41

0.00

Total (KG)

1354.74 90.95

1021.082 68.55

Omission on scupper rebar due wrongly constructed at GL E-G1

kg/m

Sebahagian Lot 1714 Jalan Lompat Tinggi 13/33, Seksyen 13, 40100, Selangor Darul Ehsan.

kg/m

1,549.00OVERALL QTY

Reinforcement Bars (KG)

1,019.07

96.17

Ratio Kg/m3 89.36

1260.53

1,261.00

No Gridline

Basement RC Scupper Drain

11/B-P

**omission

(KG)

Total (KG)

Total Weight (KG)

TOTAL QTY Total Weight (KG)

Ratio Kg/m3

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