Q4: From the given figure below calculate the detailed and abstract estimate for the double roomed building (Load bearing type structure) by a) Centre line method Items & rates (i) Earth work excavation in foundation @290/cu m (ii) Plain cement Concrete in Foundation (1:4:8) @ Rs 2800/cu m (iii) Brick work in foundation @ Rs 3250/cu m (iv) Brick work in Supper structure @ Rs 3420/cu m (v) Earth work back filling in excavated trench @ 170/cu m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4: From the given figure below calculate the detailed and abstract estimate for the
double roomed building (Load bearing type structure) by
a) Centre line method
Items & rates
(i)
Earth work excavation in foundation @290/cu m
(ii)
Plain cement Concrete in Foundation (1:4:8) @ Rs 2800/cu m
(iii) Brick work in foundation @ Rs 3250/cu m
(iv) Brick work in Supper structure @ Rs 3420/cu m
(v)
Earth work back filling in excavated trench @ 170/cu m
Transcribed Image Text:Q4: From the given figure below calculate the detailed and abstract estimate for the double roomed building (Load bearing type structure) by a) Centre line method Items & rates (i) Earth work excavation in foundation @290/cu m (ii) Plain cement Concrete in Foundation (1:4:8) @ Rs 2800/cu m (iii) Brick work in foundation @ Rs 3250/cu m (iv) Brick work in Supper structure @ Rs 3420/cu m (v) Earth work back filling in excavated trench @ 170/cu m
A'
5m
B'
4m
0.3m
0.3m
Plan
3.5m
04m
0.6m
Ground Level
Section at A-A' and B-B'
Thickness of footing and foundation is 30 cm each
-0.5m
-0.6m
-0.9m
Transcribed Image Text:A' 5m B' 4m 0.3m 0.3m Plan 3.5m 04m 0.6m Ground Level Section at A-A' and B-B' Thickness of footing and foundation is 30 cm each -0.5m -0.6m -0.9m
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