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F'OURTH/SIXl'l I SItMItS'f ER DIPLOMA tiXAMINAI'ION tNIINGINIjI:RING/]'I1CI NOLOGY - OCTOIltiR. 2016

QUA\TITY SURVEYI\G - I(Cornmon lor IV Semester CE, EN, WR and for VI Semester AR)

fTime: 3 hours

(Maximum marks: 100)

lNote : -- sketches accomPanied]

PART -_ A

(Maximum marks: l0)

Marks

I Answer the following questions in one or two sentences' Each question carries

2 marks.

l. List two needs of Estimate'

2. Define Plinth Area.

3. Mention two methods of approximate estimate'

4. Mention the main items involved in the construction of earthen road'

5. Define analysis of Rate' (5x2=10)

PART _ B

Maximum marks: 30)

IlAnswerany.fiveofthefollowingquestions.Eachquestioncarries6marks.

1. Explain General Specification arld detailed Specification'

2. List duties of qualrtity Surveyor'

3. Explain the terms Floor are4 Carpet area and Circulation area'

4. Iixplarn Abstract estimate and draw its standard fbrm'

5. Explain the construction of cement concrete road'

6. Explain contingencies and supervision charges'

T.Detine:Localratc'Labourrate'Rateatsite'(5x6=30)

tl is l

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2

PART -- C

(Maximum marks: 60)

(Answer one full question from each unit. Each full question carries 15 marks.)

Marks

UNrr'- I

III (a) Explain General specification for Brick work for superstructure in building. 6

(b) the plinth area of a building is 120 sqm. The height of the building is 3.3m.

Calculate the cost of buildine in cubic content method from the siven data.

l. Cubic content rate { 2000 per Cubic metre

2. Add for architectural work - 3% of building cost

3. Add for Sanitary work 5Yo of building cost

4. Add for Water supply 5o/o of building cost

5. Add for Electrical works 6Yo of building cost

6. Add fbr Unforeseen items 5Yo of buildins cost

7. Add for Supervision 2.5o/o of building cost

On

ry (a) Determine the quantity of earth work for a road in,embankment having a lengthof l20m on a uniform level ground. The width of formation is lOm andslopes are 3:1. The height of the bank at the ends are 0.80 m and 1.50m arerespectively. Draw the cross section at the ends.

calculate the quantity of earth work required for l80m length of road usingprismoidal formula from the following datas. The formation width of the roadis l0 m and side slopes are 2:1.

120 180 I

1 11.8 11r.7 lll.6 111.5 111.3 111.4

112.60m

Uun - II

(a) Calculate the quantity of Farth work excavationfowrdation (fig-l)

(b) Work out the quantities of the following items.

(i) P. C. C. l:4:8 for foundation (fig-l).(ii) Damp proof course on throughout plinth (fig_l)

in ordinary soil for the

(b)

30 9060 150

On

6'

9

Reduced

level

Formation

level

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Marks

VI (a) Work out the quantity of random rubble masonry in cement morlar I :6

foundation and basement. (Fig -l) 8

(b) Work out the quantity of flooring with ceramic tiles of good quality over finished

concrete l:4:8,7.5 cm thickness. (Fig-l) 7

Urtr - III

VII (a) Calcu.late the quantity of R.C.C. l:2:4, using 20mm broken stone for Roof Slab

8and Sun Shade. (F'ig- I )

. (b) Work out the quantity of painting on doors and windows one coat over a

priming coa1. Doors are firlly pnnelled and windows are fully glazed. 7

On

. Vlll Prepare a detailed estimate for ground level water tank (Fig - 2) lor earth work

excavation in ordinary soil, cement concrete (l:2:4), 30 cm thickness for bottom

and 20cm thickness for side, 20mm thick cement plaster for inside and top.

Also prepare an abstract estimate for above items. Rates are local rate. 15

U,.,-rr - IV

IX (a) Explain over head cost. 6

(b) Work out the rurit rate for random rubble masonry in CM l:6 for foundation.

Work out the material as per specification.

Labour

0.70 Mason @

0.3 5 Man @ t 500/each/day

0.70 Women (.lt t 600/each/day

On

X (a) Work out the cost at site required for reinforced cement concretel:2:4 using

20rnm broken slone for one unit. calculate the quantity of materials and labour.

Cement f@ t 6000/unit

DrySand @ { 900iunit

20mm broken stone @ t 800/unit

(lonveyance'.

Distance Rute km

20mm broken stone 25 km { 50/unit

Sand 30 km { 50/unit

Ccment suPplied at slte.

{ 600/each./day

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Varks

(b) Work out thc rale lbr standard unit of brick masonry in cement mortar l:6

for superstructure.

Materials I9I-1vl'@ { 3000/unit

@ T 900iunit

@ { 6000/tonn

Brick

Dry sand

Cement

Labour

Brick mason

Men

Women

500 Nos.

0.24 yIr

69 kg

0.'9 Nos.

0.35 Nos.

I .20 Nos.

{ 600/each/day

t 500/each/day

t 400/each/day

@

@

@

Contractor's profit 10%.

Conveyance

Material Distance in m

Brick 30km

Sand 30km

Cement Supplied at site.

Rate/km

T 50/unit

t 4O,&m/unit

9

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