Government Polytechnic 2010 Diploma in Hospital Management Quantity Surveying and Costing - Question Paper

Q.1 (a) obtain out the volumes of subsequent items from fig. no.1 Septic tank
i) Excavation for Soil strata or Rock 02
ii) Brick masonry in C.M. (1:6) 03
iii) R.C.C. Slab (1:2:4) 02
(b) obtain out the volumes of subsequent items from fig. no.2 Slab culvert
i) Excavation 02
ii) Brick masonry in C.M. (1:5) 02
iii) Cut cement pointing work in C.M.(1:1) 03
Q.2
(a) i) obtain out weight of a P.R. angle 60x60x6mm having 5mt. length. 04
ii) obtain out Painting area for a Purlin angle 125x75x8mm having
10mt. length
03
(b) i) provide the measurement unit for M.H. Cover, D.P.C., Air vent pipe,
Iron steps
04
ii) Write deduction rules for Plastering 03
OR
(b) i) provide the measurement unit for Partition wall, Skirting, dedo,
Pointing work
04
ii) Write the multiplying factor for Fully panelled door, Rolling
Shutter , Partly paneled partly glazed door
03
Q.3
(a) i) describe Rate Analysis. List out the factors affecting R.A. 03
ii) Derive the R.A. for Ashlar masonry in C.M.(1:5) for S.S. 04
(b) i) describe Specification. What is the importance of Specification? 03
ii) Write detail Specification for Random Rubble masonry in
C.M.(1:5)
04
OR
Q.3 (a) i) Listout the Principles of Specification Writing. 03
ii) Write detailed Specification for Ashlar masonry in c.m.(1:5) 04
(b) Derive Rate Analysis for 1st coat bituminous painting road 07
Q.4
(a) i) State the qualities of good estimator 03
ii) State the methods of approximate estimate, discuss any 1 04
(b) i) provide the service unit for dam, stable , water tank 03
ii) provide the requirements of materials for 1st and 2nd coat
bituminous painting road
04
OR
Q. four (a) Write Short note (any two)
i) Day work ii) Spot items iii) Prime Cost
07
b) In a Hume Pipe Culvert 2 aburtments having six mt. length, 0.9mt. width
and 2.00mt height are constructed five mt. apart from every other.
Three nos. of hume pipe having one mt. dia. are given for culvert. obtain
out the volumes for subsequent items.
i) Brick masonry work in c.m.(1:5) for abutment
03
Ii ) Nos of Hume pipe having length 2.25mt. and nos of Collar joint 04
Q.5
(a) Workout the volume of earthwork for a portion of a road by Mid Sectional
Area Method from the subsequent data.
Dist in mt. 0 100 200 300 400
Ground R.L.114.5 114.75 115.25 115.20 116.10
Dist in mt. 500 600 700 800 900
Ground R.L.116.85 118 118.25 118.10 117.80
R.L. of formation at 0 CH. 115. Upward gradient 1:200 up to 400mt.
and downward gradient 1:400 from CH. 400 to 900. Formation width of
road is 10 mt. and side slope for banking 2:1 and for cutting 1:1
07
(b) A hill road is to be constructed in side-long ground in cutting. compute
the volume of earthwork for 2 chain length. The length of chain being
30mt.Side slope for cutting 1.5:1(H:V)
The depth of cutting at the chainage 10 is 3.6 mt. at the centre and cross
slope of ground is 8:1(H:V)
The depth of cutting at the chainage 11 is 3.0 mt. at the centre and cross
slope of ground is 12:1(H:V)
The depth of cutting at the chainage 12 is 4.2 mt. at the centre and cross
slope of ground is 10:1(H:V)
07
OR
Q.5 (a) Work out the volume of earthwork for a portion of a road by Mean
Sectional Area Method from the subsequent data. Formation width of the
road is eight mt. side slope 2:1 in banking and 1.5:1 in cutting. The length of
chain is 20 mt.
CH 20 21 22 23 24 25
G.L. 71.20 71.25 70.90 71.25 70.80 70.45
CH 26 27 28 29 30
G.L. 70.20 70.35 69.10 69.45 69.70
Formation level at chainage 20 is 70.00mt.Upward gradient 1:200
throughout
07
(b) A road is to be constructed in a side long ground partly in cutting and
partly in banking. The formation width of road is 10mt. cross slope of
ground is 6:1 side slopes in banking 2:1 and in cutting 1.5:1
Depth at the centre is 45cms although. compute the volume of earthwork
in banking and in cutting for a length of 200mt.
07

Earning:   Approval pending.