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Posted By: bharath sudar Member Level: Platinum Posted Date: 01 Jun 2008
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2007 Indira Gandhi National Open University (IGNOU) Diploma Civil Engineering ESTIMATING & QUANTITY SURVEYING II Question paper
Diploma in Civil Engineering
Term-End Examination
June, 2OOT
BCE-04i1 ;TIme : 2 hours
r Nofe 3 Attempt fiud quesfions in all. Quat ton No. 1. is
compulsory. Assume suitable data whereuer
, required. Use of calculator is permitted.
1. Select the coffect answer from the given alternatives. 7x2:74
(a) The detailed estimate of a project is
(i) estimate on plinth area basis
(ii) estimate on service unit basis
(iii) estimate on cost index basis
(iv) estimate on itemwise quantities basis
BCE-042 1 P.T.O.
(b) Service unit for a prison building is
(i) per bed
(ii) Wr tenement
(iii) per cell
(iv) per seat
(c) In quantity surveyrng billing is the process of
(i) writing items in tradewise manner from abstract
sheet
(ii) colection of quantities of identical nature
(iii) booking of dimensions on the take-off sheets i
(iv) measurement
(d) One of the fundamental requirements of quantity
surveying is
(i) to use ruled paper
(ii) to use plain paper
(iii) to use computer software
(iv) to observe the accuracy in measuring quantities
(e) Analysis of rate of an item of work is prepared
(i) to calculate major factors
(ii) to calculate minor factors
(iii) to make advance payment to contractor
(iv) to determine the cost per unit of an item of
work
BCE-042
(0 The standard labour constant of mixing mortar by
hand in brick work is for
(i) Bhisti
(iif Mate
(iiil Mazdoor
(iv) Caryenter
(g) Which of the following could be the part of 'Repair
to Brick work' ?
':
(il Earth work in surface dressing
- (ii) Filling available earth under floors
(iii) Demolition of.brick work
(iv) Layrng lean concrete under floors
2. Calculate the following quantities from the given sketch for
a room having internal dimensions 5000 x 4000 mm and
one door opening of size 1000 x 2100 mm : 74
(il Earth work in excavation in foundation trench
(ii) Cement concrete 1 : 5 : 10 in founfrtion
(iii) Brick work in foundation and plinth with cement sand
r o r t a r l : 6
BCE-042 P.T.O.
(iv) 40 mm thick D.P.C. of mix 1 : 2: 4 including water
proofing compound
40
410
300 Brick worlr
150
150
r50
150
C . C . 1 : 5 : 1 0
Note : All dimensions are in mm
3. Prepare analysis of rate for the following items : 2x7:74
(i) Prorata analysis for 38 mm thick door shutter using
following data :
Rates of 40 mm thick shutters -
Rs. 1400'00 per sq. m
Rates of 35 mm thick shutte
Rs. L200'00 per sq. m
350
460
580
BCE-042
tii) Analysis of rate for cernent concrete in foundations,
fillings and mass concrete with mix 1 : 4; 8 (40 rnm
graded stone aggregate). Assume suitable rates of
labour and rnaterials etc.
4. A building has the following types of doors, windows and
ventilators : 14
. Wooden windows fully glazed
Wooden door with flush shutters
o Steel ventilators fully glazed
o Collapsible steel shutter
Calculate the painting area required
windows and ventilators.
1500 x 1500 mm
- 8 n o s
1200 x 2100 mm
nos
600 x 450 mm
- 4 n o s
1500 x 2100 mm
2 nos
for painting all doors,
5. The external dimensions of a building are
1.0000 x 6000 mm. Calculate the following : 4x 3]E= 74
0 Plinth area of the building.
tii) Sudace excavation in soft soil assuming 3000 mm
width from extemal face of building.
tiii) Plinth protection assuming 75A mm width.
{iv} Cost of plinth protection @ Rs. 2AO per sq. m.
BCE-042 P.T.O.
6. Intemal dimensions of a room are 4500 x 3500 mm
and wall thickness 230 mm. It has two doors of
size 1000 x 2LO0 mm and three windows of size
1000 x LIOO mm. Calculate the following : 4x3 !r--rn
(i) Internal plastering on walls assuming ceiling height
3000 mm.
(ii) Marble chips flooring.
(iii) RCC in suspended floor (slab) taking full bearing on
walls and thickness L20 mm.
(iv) Sand filling in plinth under floor taking thickness
100 mm.
A beam of cross-section 250 x 600 mm is 6000 mm long.
It has longitudinal reinforcement of 4 bars at bottom of
20 mm dia and 2 bars on top of L6 mm dia. Stirrups
of 8 mm dia bars @ 250 mm c/c. Assuming end covers
50 mm and side, top and bottom cover to the
reinforcement 25 ffiffi, calculate
(i) Main reinforcement of beam
(ii) Reinforcement of stirrups
( i i i ) R C C l : 2 : 4 i n b e a m
4x s+= 74
(iv) Centring and shuttering (form work) for beam taking
full bearing of both ends on walls 230 mm thick and
embedded (sides encased).
7 .
BCE-042
8. Write short notes on an y four of the following : 4x 3 ! = 74
(i) Actions required before cornmencing the work of
take off
t
(ii) Minor factors affecting the analysis of rates
(iiil Ordinary requisitions for repair works
(iv) Estimate on cubical contents basis
(v) Estimate on typical bay basis
BCE-042 1,000
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