G1101 Pages: 3

610
↾⋅−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− 5
| 1
1 Kw wo பு
∣ ‏سے ے سے اجس‎ 1
| |
∣ ∎
∣ 1
| ப
॥ 1
| ച്ഛ „ ॥
| ಕ್ಷಿ Sl M Bed $ |
∣ 250 x 280 300 x 280 |
| 1
॥ 1
॥ 1
! ப
| छ |
| ழ்‌ ए |
∣ tlt ப
| | | 180 » 120 ||” |
∣ | | | 1
∣ 250 x 280 1
| $ | | {930
| || |
| 7 !
1 1
∣ 1
1 ಬ |
| Drawing ۶ |
∣ 300 x 340 |
| 1
∣ ∣
∣ ∣
∣ ∎
[ട്ട Bed 1
| 250 x 290 ١ |
| 8 டு] 1
1 ५३ 1
| Verandah |
| 320 x 110 !
∣ ∎
∣ 1
| 1
∟−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−−− 4

Prepare a bar bending schedule and quantities of RCC and reinforcement of a
simply supported beam of length 6.5 m , depth 50 cm, and width 30 cm
reinforced with 3 Nos of 20 mm dia at bottom as straight bar, 2 Nos of 20 mm
dia cranked at 45° , 2 Nos 16 क at top of beam and 8 mm ठ 2 legged stirrups @
15 ‏۶ء‎

Prepare a detailed estimate of a Septic tank from the given drawings.

പാറ്റി ⋅
≘∘∏∎⋯∘⋯⊽∁⇀↿⋅⋁∎⋯∐∣≘∐⊽↾⊞⊧⋅∣∽⋮⋯↿⋂ High
75۸ 8. 0. 0. Slab Precast

100 mm അ 00 ന്ഥ.
S. W. Pipe _W. Pipe
300 cm Leng

क
lron Foot Steps
140 ಹ ‏سے‎

Slope 1 in 20

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