Download PTU (I.K. Gujral Punjab Technical University) B-Arch (Bachelor of Architecture) 2019 May 6th Sem .Estimating Costing And Building Economics I Previous Question Papers
Roll No. Total No. of Pages : 02
Total No. of Questions : 05
B. Architecture (Sem.?6)
ESTIMATING COSTING & BUILDING ECONOMICS-I
Subject Code : AR-332
Time : 3 Hrs. Max. Marks : 50
INSTRUCTIONS TO CANDIDATES :
1. Attempt any THREE Questions in ALL including Question No. 5 which is
COMPULSORY
2. Assume any missing data, and mention the same.
3. Support the answer with suitable sketches as per the need.
1. Define Estimate. Discuss, in detail, the various methods of approximate estimation as
required for a particular type of building. Discuss the merits and demerits of each method
of estimation. (15)
2. Calculate the material requirement i.e. No. of Cement Bags, Sand, Bricks, and Coarse
Aggregate for the following items:
a) Cement concrete in 1:2:4 for R.C.C. work excluding reinforcement for total 200 cubic
meter quantity. (8)
b) 230 mm thick first class brick masonry works for the superstructure of 130 cum
quantity in cement mortar 1:6. (7)
3. What do you mean by valuation? How it is different from estimation? Discuss the various
techniques of valuation. (15)
4. a) ?To finalise the rate of an item, the analysis of rates is must?. Justify the statement in
context of cost estimation of a structure. (7)
b) Prepare a preliminary estimate of a building project with a total plinth area of
2500 sq.m. The details are as under :
i. Rate for plinth area - Rs. 15,000 per sq.m.
ii. Extra for water supply & sanitation -12%
iii. Electrification - 8%
iv. Contingencies -10% (8)
5. Calculate the bill of quantities for single story house of the following items for a given
plan at figure 1. you are required to assume section with the mention of foundation,
plinth, parapet etc. by own. (20)
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1 | M - 4 5 0 4 9 ( S 1 7 ) - 1 0 0 4
Roll No. Total No. of Pages : 02
Total No. of Questions : 05
B. Architecture (Sem.?6)
ESTIMATING COSTING & BUILDING ECONOMICS-I
Subject Code : AR-332
Time : 3 Hrs. Max. Marks : 50
INSTRUCTIONS TO CANDIDATES :
1. Attempt any THREE Questions in ALL including Question No. 5 which is
COMPULSORY
2. Assume any missing data, and mention the same.
3. Support the answer with suitable sketches as per the need.
1. Define Estimate. Discuss, in detail, the various methods of approximate estimation as
required for a particular type of building. Discuss the merits and demerits of each method
of estimation. (15)
2. Calculate the material requirement i.e. No. of Cement Bags, Sand, Bricks, and Coarse
Aggregate for the following items:
a) Cement concrete in 1:2:4 for R.C.C. work excluding reinforcement for total 200 cubic
meter quantity. (8)
b) 230 mm thick first class brick masonry works for the superstructure of 130 cum
quantity in cement mortar 1:6. (7)
3. What do you mean by valuation? How it is different from estimation? Discuss the various
techniques of valuation. (15)
4. a) ?To finalise the rate of an item, the analysis of rates is must?. Justify the statement in
context of cost estimation of a structure. (7)
b) Prepare a preliminary estimate of a building project with a total plinth area of
2500 sq.m. The details are as under :
i. Rate for plinth area - Rs. 15,000 per sq.m.
ii. Extra for water supply & sanitation -12%
iii. Electrification - 8%
iv. Contingencies -10% (8)
5. Calculate the bill of quantities for single story house of the following items for a given
plan at figure 1. you are required to assume section with the mention of foundation,
plinth, parapet etc. by own. (20)
2 | M - 4 5 0 4 9 ( S 1 7 ) - 1 0 0 4
i. Earth Work in excavation
ii. PCC under floors
iii. Brick work in superstructure
FIG. 1
NOTE : Disclosure of Identity by writing Mobile No. or Making of passing request on any
page of Answer Sheet will lead to UMC against the Student.
D D
W
W
W
W
D
D
300 300 300 3500 3000
R=150
T=300
ROOM
3.0 X 4.0
ROOM
3.5 X 4.0
300 300 200
2500 4000
VERANDAH
2200 2300 1700
300 300 300 300
R=150
T=300
GROUND FLOOR PLAN (Not to Scale)
D = 1000 X 2000
W = 900 X 1200
All Dimensions are in mm
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This post was last modified on 03 April 2020