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Veer Narmad South Gujarat University 2010-6th Sem B.Arch Architecture RM-7003 Estimation - 3 ( ) - Question Paper

Thursday, 25 April 2013 04:55Web



Time : 3 Hours]

RM-7003

B. Arch. - III (Sem. - VI) Examination

May/June - 2010 Estimation

[Total Marks : 50

Instructions :

(1)

"~N Seat No.:

Fillup strictly the details of signs on your answer book.

Name of the Examination :    _

B. ARCH. - 3 (SEM. - 6)

Name of the Subject:

ESTIMATION

-Section No. (1,2,.....): NIL

Student's Signature


-Subject Code No.


SCHEDULE

DOOR:

50MMX100MM "STRING COURSE

AV.10CM t.C. (22:7) OVER 10 CM R.C.C. SLAB 5

L25 MM CC FLOOR L75MM L.C. OVER B.F.S.

5


D= 1.2 MX 2.1 M FRAME =10 CM X 8.0 CM

WINDOW

W = 1.1 MX1.5M FRAME =10 CM X 8.0 CM

SHELF

S = 1.1MX 1.5M 20CM DEEP

SECTIONAL ELEVATION ON ABCD


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PLAN

Q-2 Prepare Schedule of Bars and work out the total steel required for the following R. (20)

C. C. Structural element (Figure - 02). Also calculate the total quantity of concrete required for the element.


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3

1.    Explain the terms Administrative Approval and Technical Sanction

2.    Narrate the general deduction rules for brick works and plaster works

Q-2 B Answer the following:    (4)

1. Define the terms: General Overheads and Job Overheads

2 Explain the method of deriving a rate of an item. Mention the steps to follow for arriving at a rate of an item.

Q-2 C    Answer the following    (6)

1. Derive the competitive market unit rate for Cement Mortar (1:4). Consider the rate of cement at Rs. 150 per bag, sand at Rs. 550 per Cu. Mt.

RM-7003]    4    [ 100 ]

1

4.    Write down brief specification for and Calculate quantity of earth work in excavation and P. C. C. (1:5:10) for foundation.

5.    Calculate the quantity of 12 mm thick Smooth Internal Plaster for the super structure

6.    Calculate the quantity for Brick work for the super structure







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