dmfsf

jkfdsgfndlgfskd zjgfnskndgluisdfklngisdfig dfsgmdsflmlgndsfng dfsgmdflsnglndfslng fdsgmdfslglfds gdfsmglfdlsngldfs g;dsfmgmlfsdgxhjfdfgds g d fg sd g sdf g dfs g f sd g sd g dfs g fds g fsd g sdf g sdf g fds g dfs g dsf g dfs g dfs g dsf g dfs g dsf g df g df g fds g sdf g dsf

gdfs g fd g df g sdf g dfs

g dfs g fds g df s g fsd g sdf g dfs glypotmbgh ggf,h;dkfh fdhlf'g gfhk;fggfh gfhmgfhmf gfh'

h fgh g

fg hfdh gfdh dfgc df

sd f sd fd ds f s f sd f sd

f sd f sd f sd f

fds;gmldfsnlglfdsg fdgldsflglndfs gdflsnglndfslg dfffffffffffffffffffffffffffffffffffffffffffffffffffffffffff- ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff- ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff- fffffffffffffffffffffffffffffffffffffff Technical Report 1. GENERAL1.1 Name of work
Construction of Residential building (Tower & Non-Tower). 1.2 Name of zone
Greater Noida 1.3 Name of division
Greater Noida, Uttar Pradesh 2. LOCATION OF THE LAND2.1 Location
Runway between Delhi & Agra. 3. BRIEF SPECIFICATION
As received from Chief Architect 3.1 Foundation concrete:
Design mix concrete M-25 3.2 Foundation:
R.C.C. Raft foundation having slab thickness 700 mm. 3.3 Wall:
(a) Basement outer wall of R.C.C. Retaining type in cement concrete M-25. (b) Ground floor & first floor other wall of R.C.C. in cement concrete M-25 &Brick masonry in cement mortar.
3.4 Structure
The complete structure is of RCC frame structure in M-25 concrete.
4. Other specifications
(a) Expansion &Contraction joint are provided.(b) Bitumen treatment are provided at the roof.(c) Water proofing is done by using chemical water proofingmaterials e.g. Penybar etc. 5. ESTIMATED COST
The estimate cost of above Building comes to
`
180 crores of basements& Six floors 6. PLINTH AREA RATE
`
3200 per Sq. Ft.