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QUANTITY SURVEYING & VALUATION

6th Exam/Civil/5156/May’19

Duration: 3Hrs. M.Marks:75

SECTION-A

Q1. a) Fill in the blanks. 15x1=15 i. Number of bricks required for 1 Cum brick masonry is______

ii. Capitalized value = net annual rent × _______

iii. On acceptance of the tender ____ % of the tendered amount has to be paid as

security money.

iv. A reasonable profit usually ____% for contractor is included in the analysis of

rates.

v. Total Dry material required for 1 cum cement concrete is _____cum.

b) State the unit of measurement for the following.

vii. Earthwork

viii. Flooring

ix. Distempering

x. D.P.C

xi. Steel work

xii. Brick Work

xiii. Electric Fitting

xiv. Welding

xv. Skirting

xvi. R.C.C. slab roofing

SECTION-B

Q2. Attempt any five questions. 5x6=30

a) What is valuation? Give the purpose of valuation.

b) What are the factors considered while preparing the analysis of rates?

c) Find out the dry material for 1 cum brick masonry in cement sand mortar 1:5.

d) Find out the dry material required for 1 cum cement concrete 1:2:4.

e) Define tender. Write the name of various tender documents.

f) Define contractor. What are essential qualifications of a contractor?

g) Write a short note on Scrap value and Earnest money.

h) Write a short note on different Measurement Books.

i) Write a short note on Depreciation and Muster Roll.

SECTION-C

Attempt any three questions. 3x10=30

Q1. Prepare a preliminary estimate of a building having plinth area equal to 2000 sqm. Given

that: -

a. Plinth area rate – Rs. 2500/- per sq.

b. Extra for Architectural work - 1½% of the building cost.

c. Extra for Electrical Installation (10%), + Water supply and sanitary installations

(6%) = 10+6=16% of the building cost.

d. Extra for other services- 8% of the building cost.

e. Contingencies and supervision charges 10%.

Q2. Workout the analyses of rates per cum for Brick work 1:4 cement sand mortar in

Superstructure. Labour for 10cum brick work is 8 brick layers @ Rs. 350/- per day, 15

mazdor @ Rs. 200/- , 2 Bhisti @ Rs. 250/- per day. Rate of material:- cement bag Rs. 300/-,

Sand Rs. 800/- per cum, Bricks = Rs. 3.5 per brick.

Q3. Define an estimate. Give its importance or objectives. Name the various types of estimate.

Q4. What is contract? Explain the different type of contract.

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Q5. Work out the cost of earth work for a portion of a road from Rd 0 to Rd 90 meters from the

Following dates:

Rd N.S. level Formation Level

0

30

60

90

205.00

205.60

206.00

206.80

210.00

The formulation is in a downward gradient of 1 in 30. Formulation width is 10 meters and side

slope 2:1(Horizontal: Vertical) Rate of earthwork is Rs. 400.00% cum

Q8. Work out the quantity of following items from the given drawing:-

a) Excavation for foundation

b) Cement concrete 1:6:18 in foundation

c) Mud Masonry in foundation and plinth

d) Mud Masonry in super structure




6th Exam/Civil/5156/Nov’18


SECTION-A

Q1. State the Units of Measurement for the following items of Work. 10x1=10

a. Concrete

b. Brick Work

c. Earth Work

d. Cement Plaster

e. Steel Work

f. Cement Drip Course

g. D.P.C

h. Flooring

i. Skirting

j. White Washing

Q2. Fill in the blanks. 5x1=5

i. No. of bricks for 1 cum Brick Masonry is ________.

ii. One Bag of Cement = _______ cum

iii. The Attendance of Laborers’ is recorded daily in _______.

iv. The Amount submitted by Contractor as the guarantee of Tender is called

________.

v. The Loss in the value of Property due to structural deterioration is called ________.

SECTION-B

Q3. Attempt any five questions. 5x6=30 a. Find out the Dry Materials required for 1 cum Brick Masonry in Cement

Mortar 1:5.

b. Find out the Dry Materials required for 10 sq.m Cement Plaster 1:4 (1.25 cm

thick).

c. Find out the Dry Materials required for 1 cum Cement Concrete 1:2:4.

d. What is Valuation? Write down the purpose of Valuation.

e. Define Tender. Write the names of various Tender Documents.

f. Write a short note on Depreciation of Buildings and different types of

Building Estimates.

g. Define the following terms:

1. Earnest Money 2. Administrative Approval.

h. Write a short note on Muster Role and Lump Sum Contract.

SECTION-C

Attempt any three Questions. 10x3=30 Q4. A short Link Road to be constructed entirely in Cutting at a uniform rising gradient 1 in

30, the NSL is given below:

R.D (m) NSL (m)

0 70.50

30 69.30

60 71.40

90 74.00

120 75.10

150 76.10

If the Formation Level at RD 0 is 75.00 meter, Estimate the Quantity of Cutting for the

Formation Width of 10 m. The Side Slope is 2:1 and there is no cross-slope. Also find out the



Cost of Cutting @ Rs. 450 % cum.

Q5. Prepare the Analysis of Rate for 10 cum of Cement Concrete 1:2:4 from the following

data:

Labour for 10 cum Mason: 1 no. @Rs. 300 per day

Labour: 15 no. @Rs. 200 per day

Water Man: 2 no. @ Rs. 250 per day.

Cost of Material Cement: Rs. 300 per Bag

Sand: Rs. 600 per cum

Bajri: Rs. 1200 per cum.

Q6. Define Contract and explain its different types.

Q7. Explain the following terms:

a. Sinking Fund

b. Scrap Value

c. Capital Costs

d. Gross Income

e. Year Purchase

Q8. Explain in detail the various methods of Valuation.

Q9. Work out the Quantities of the following Items from the given Drawing of a Room: 4.0m

x3.60m;

a) Excavation for Foundation

b) P.C.C in Foundation (1:5:10)

c) Brick Masonry in Foundation upto Plinth, laid in C.M.1:5

d) Brick Masonry in Superstructure, laid in C.M.1:5




6th Exam/Civil/5156/May'18


SECTION-A

Q1. a) Fill in the blanks. 15x1=15

i. The value of a property building after its working tenure without being dismantled is

known as …………

ii. While analyzing the rates, contractor profit is added at the rate of………………%.

iii. The attendance of the laborers is recorded daily in…………………..

iv. While mixing cement mortar by volume, the volume of a cement bag is taken

as……………… cum.

v. In the analysis of rate the number of bricks taken into account per cubic meter

is……………...

b) State the unit of measurement for the following:-

vi. Electric Fitting xi. D.P.C

vii. Cement Plaster xii. Steel doors and Windows

viii. Supply of Bitumen/tar xiii. Supply of water closet(size specified)

ix. Supply of varnish, oil xiv. Rain Water pipe

x. Supply of bricks xv. Distempering

SECTION-B

Q2. Attempt any six questions. 6x5=30

a. What are the various duties of quantity surveyor?

b. What do you understand by estimate? Give the importance of estimate.

c. What are the factors affecting the Analysis of rates.

d. Find out the dry material required for 1cu.m cement concrete 1:4:8.

e. Find out the dry material for 1cu.m brick masonry in cement sand mortar 1:4.

f. Define valuation. Give the purpose of valuation.

g. Calculate the value of year’s purchase whose life is 20 years and the rate of interest

is 6%.For sinking fund rate of interest is 5 %.

h. Write a short note on scrap value, book value and outgoings.

i. Define Contract? What are the essential elements of contracts?

SECTION-C

Attempt any three questions. 3x10=30

Q3. A RCC simply supported beam with following data

Clear Span=3.5m

Bearing on Wall=200mm

Thickness of wall=300mm

Size of the beam=300mmX500mm

Main Reinforcement=5-20mm ɸ HYSD bars

(Three Bars up at l/7 from the inner face of support)

Stirrups=8mm ɸ 2 legged @ 200mm c/c.

Anchor Bars=2-12 ɸ mm

Calculate the total quantity of mild steel reinforcement also prepare the bar bending

schedule.

Q4. Prepare a preliminary estimate of a building having plinth area equal to 2100 sq.m.

Given that:-

a. Plinth area rate – Rs. 1600/- per sq.



b. Extra for Architectural work – 1% of the building cost.

c. Extra for Electrical Installation (10%), + Water supply and sanitary

installations (8%) = 10+8=18% of the building cost.

d. Extra for other services- 10% of the building cost.

e. Contingencies and supervision charges 10%.

Q5. A short link road is to be constructed entirely in cutting at a uniform rising gradient 1 in

30.The N.S levels are given

If the formation level at Rd 0 is 65 meters, estimate the quantity of cutting for a formation

width of 10 meters. The side slope is 2:1(Horizontal: vertical) and there is no cross slope.

Also find out t he cost of cutting @ Rs.450.00 cu m.

Q6. Workout the analyses of rates for brick masonry cement mortars 1:4 in superstructure. Labour

for 10cu.m brick masonry 8 brick layer @ Rs. 500/ - per day, 15 mazdor @ Rs. 300/- , 2 Bhisti @

Rs. 250/ - per day. Rate of material: - cement bag Rs. 300/-, Sand Rs. 800/- per cu.m, Bricks

4000/ - per thousand.

Q7. Explain general specifications of first class building.

Q8. Work out the quantity of following items from the given drawing: -

a. Excavation for foundation

b. Cement concrete 1:6:18 in foundation

c. Brick masonry in cement mortar 1:7 in foundation and plinth

d. Brick masonry in 1:7 super structures.

Rd N.S. level

0

30

60

90

120

150

70.40

69.70

71.10

74.05

75.40

74.00




6th/Exam/Civil/5156/ 6951/ Nov'17

Duration: 3 Hrs. M.Marks:75

SECTION – A

Q1. Fill in the blanks. 1x15=15

a. Units of measurement of brick wall is------------

b. No. Of brick in 1cum of brick masonry is ------------

c. Bar bending schedule is made to find out quantity of ------------

d. Dry material required for 1cum of cement concrete is cum

e. The livable area of a building at any floor is called-----------

State the units of measurement for the following

f. Dpc

g. Plastering

h. Concrete flooring

i. Painting

j. Erthwork

k. Cement concrete

l. Wood work in door frames

m. Railing

n. Brick work in foundation

o. Ashlar masonary

SECTION – B

Q2. Attempt any five questions. 5x6 =30

a. What is rough cost estimate?

b. Write a short note on depreciation

c. Find out the dry material required for 10 cum cement concrete 1:2:4

d. Write a short note on sinking fund.

e. What is lump slump contract

f. What do you understand by specification of works

g. Write a short note on Role of contractor.

h. What do you know about Tender form?

SECTION – C

Attempt any three questions. QNo.6 is compulsory. 3x10=30

Q3 Find out material for Brick flooring 10 cm thick laid in cement mortar 1:5 over 10 cm

thick cement concrete 1:6:18 over 10 cm sand filling.

Q4. What is contract, Explain different types of contract?

Q5. A part of road is to be constructed at a uniform rising gradient of 1 in 30. The NS levels

are as follows

If the formation level at RD0 is 60m, Estimate the quantity of earth work for formation width

of 10m . The site slope is 1:2 (Vertical: Horizontal) and there is no cross slope.

Q6. Workout the quantities of the following items from the given drawing :

(i) Earthwork in excavation.

(ii) First class brick work in cement mortar in foundation and plinth.

Rd NS level

0 65.50

30 64.30

60 66.40

90 69.00

120 70.10

150 68.50



(iii) 2.5 cm cement concrete DPC

(iv) First class brick work in cement mortar 1:6 in super structure.




6th Exam/Civil/5156/May’17

Duration: 3hrs M. Marks: 75

SECTION-A

Q.1. Fill in the blanks: - 1×15=15

a. The attendance of the laborers' is recorded daily in…………………..

b. The loss in the value of the property due to structural deterioration is

called……………

c. The amount submitted by contractor as a guarantee of tender is

called………………

d. Number of bricks required for 1 Cum brick masonry is……………

e. One bag of cement……….kg.

State the unit of measurement for the following:-

f. White washing

g. Wash basin (size specified)

h. Dado

i. Welding

j. Half brick wall

k. Flooring

l. Drain

m. Steel work

n. Glass Panes

o. Supply of timber

SECTION-B

Q.2 Attempt any Six Questions. 6x5=30

a. Find out the dry material for 1cu.m brick masonry in cement sand mortar 1:5.

b. Define an estimate. Give its importance or objectives. Name the various types of

estimate.

c. Write a note on Analyses of rates.

d. Find out the dry material required for 1cu.m cement concrete 1:2:4.

e. What do you mean by tender?

f. Distinguish clearly between preliminary estimate and detailed estimate

g. Explain the principles of valuation.

h. Define contractor. What are essential qualifications of a contractor?

i. Write a short note on depreciation of buildings.

SECTION-C

Attempt any Three Questions. 3x10=30

Q.3. Prepare a preliminary estimate of a building having plinth area equal to 2000

sq.m. Given that: -

(a) Plinth area rate – Rs. 2100/- per sq.

(b) Extra for Architectural work - 1½% of the building cost.

(c) Extra for Electrical Installation (10%), + Water supp ly and sanitary installations


(d) Extra for other services- 8% of the building cost.

(e) Contingencies and supervision charges 10%.

Q.4. Workout the analyses of rates for cement concrete 1:4:8 in founda tion. Labour

for 10cu.m cement concrete is 1 mason @ Rs. 450/ - per day, 15 mazdor @ Rs.

250/- , 2 Bhisti @ Rs. 200/ - per day. Rate of material:- cement bag Rs. 300/ -,

Sand Rs. 800/- per cu.m, Course aggregate (bazri) 1000/ - per cu.m.



Q.5. Define valuation. Give the purpose of valuation. State and explain the various

method of valuation.

Q.6. What is contract? Explain the different type of contract.

Q.7. Work out the cost of earth work for a portion of a road from Rd 0 to Rd 90

meters from the following dates:

Rd N.S. level Filling or Banking

0 205.00 210.00

30 205.60

60 206.10

90 206.90

The formulation is in a downward gradient of 1 in 30. Formulation width is 10 meters and

side slope 2:1(Horizontal: Vertical) Rate of earthwork is Rs. 425.00% cu.m

Q.8. Work out the quantity of following items from the given drawing: -

1. Excavation for foundation

2. Cement concrete 1:6:18 in foundation

3. Mud masonry in foundation and plinth

4. Mud masonry in super structure




6th/Exam/civil/5156/6951/Nov' 2016

Duration: 3 Hours M. Marks: 75

SECTION – A

Q1. State the Units of Measurement of the following 1.5x10=15

1. Lime concrete

2. Steel truss

3. Door and windows

4. Drain

5. Welding

6. D.P.C.

7. Snowcem

8. Skirting

9. Brick work

10. Expansion joints

SECTION – B

Q2. Attempt any five questions. 5x6=30

1. Find out the dry materials required for 10sqm cement plaster 1:4 (1.25 cm

thick)?

2. Describe in brief the various specifications of first class building?

3. What do you mean by tools and plant? Give its comparison with stock?

4. Define tender and earnest money?

5. What is administrative approval? Why it is important while starting a project?

6. Write a note on piece work agreement?

7. What is valuation? Give the purpose of valuation?

SECTION – C

Q3. Attempt any three questions. 3x10=30

1. Workout the analyses of rate for cement concrete 1:2:4 in slab. Labour for

10cum cement concrete is 1mason @ 450 Rs/day, 15 mazdoor @ 300 Rs/day, 2

bhisti @ 200 Rs/day. (Assume any other required data)

2. A short link road to be constructed entirely in cutting at a uniform rising

gradient 1 in 30 the N.S.L. are given below

Rd N.S Level

0 70.50

30 69.30

60 71.40

90 74.00

120 75.10

150 76.10

If the formation level at Rd 0 is 75 meters, estimate the quantity of cutting for a

formation width of 10m. The side slope is 2:1 and there is no cross slope. Also

find out the cost of cutting @450.00/cum.

3. State the following terms

(a) Sinking fund (d) Gross income

(b) Scrap value (e) Year purchase

(c) Capital cost



4. Work out the quantities of the following items from the given drawing.

(a) Excavation for foundation

(b) Cement concrete 1:6:18 in foundation

(c) Brick masonry in foundation and plinth



QUANTITY SURVEYING AND VALUATION

6th/CIVIL/5156/6951/May’16

Duration: 3 hrs M. Marks=75

SECTION A

Q1. State the units of measurements and payment: - 7x2=14

i) Earthwork

ii) RCC workl

iii) Steel

iv) Half brick wall

v) Holdfast

vi) DPC

vii) Flooring

SECTION B

Attempt any THREE question:- 3x13=39

Q2. Calculate the quantity of earthwork for hill road from RD 300 to RD 700, partly in

cutting and

partl y in filling. Formation width is 6m, side slope in banking 2:1 and in cutting 1:1.

Transverse slope is 1 in 5.

RD 300 400 500 600 700

NSL 202.250 202.500 203.000 204.100 204.800

FL 204.250 204.000 203.750 203.500 203.250

Q3. Work out the quantities of earthwork for a channel from the following data;

RD 0 500 1000 1500

GL 341.400 341.300 341.100 340.900

PBL = 340.800m, bed width is 4m, side slope in cutting 1:1 and in filling 1.5:1, bank width

1.5m on both sides. FSD is 60cm, free board is 45cm. Bed slope is 1 in 5000.

Q4. Prepare the analysis of rate for 10 cum of cement concrete 1:2:4 from the following data;

Labour

for 10 cum; Mason = 1 @ Rs. 300 per day

Labour = 15 @ Rs. 200 per day Water man = 2 @ Rs. 250 per day

Cost of material: Cement = Rs. 300 per bag

Sand = Rs. 600 per cum

Bajri = Rs. 1200 per cum

Q5. Write short note on (ANY THREE):

a) Contract system

b) Tender document

c) Purpose of valuation

d) Depreciation

e) Analysis of rates

Q6. a) Explain in details the different type of estimates.

b) Explain the different methods of building estimates.

SECTION C 5+7+5+5=22

Q7. Calculate the quantities of following items from the sketch attached:

a) Excavation for foundation.



b) 1st class Brick masonry from foundation and super structure

c) Cement plaster (inside only)

d) 4cm thick DPC



QUANTITY SURVEYING AND VALUATION

6th Exam /5156/civil/ Nov' 15

Duration: 3Hr M. Marks 75

SECTION-A

Q1.state the units of measurements for the following items of works; 10x1=10

(i) Brick work (vi) Cement concrete

(ii) Steel work (vii) Drip course

(iii) Earth work (viii) Cement plaster

(iv) R.C.C. Works (ix) Drain

(v) Painting (x) Flooring

(b) Fill in the blanks; 5x1=5

(i) Number of bricks required for 1 cum. brick masonry is _ _.

(ii) Dry mortar required for1 cumcement concrete is .

(iii) One bag of cement = Kg.

(iv) Units of payment for cement concrete is _ .

(v) Units of payment for stone work in wall facing is .

SECTION-B

Q2. Attempt any SIX questions. 6x5 = 30

a. Write a short note on plinth area estimate and detailed estimate.

b. Explain centre line method of building estimate?

c. Find out dry material required for 1 cum. brick masonry in cement mortar 1:5?

d. Write down the general specification for earth work in embankment.

e. What is valuation? Write down the purpose of valuation.

f.. Define tender? Write the name of various tender documents.

g. Calculate the quantity of brick work in a semi-circular arch with forming data;

Span=2.00 m , thickness of arch= 30 cm, breadth of wall=40 cm

h. Write a short noteon; (a) Muster roll (b) Lump-sum contract.

i. What is contractor? Write the qualification of good contractor.

SECTION-C

Attempt any THREE questions 3x10 = 30

Q3. Define contract and explain different types of contracts.

Q4. Work out the quantity of the following items from the given drawing of a room 4m x

3.60m.(figure overleaf)

(a) Excavation for foundation

(b) C. concrete in foundation

(c) Brick masonry in foundation and plinth

(d) Brick masonry in super structure

Q5 Explain the various types of estimates? Q6. (a) write the rule for preparing muster role.

(b) Explain piece work agreement and give its advantages.

Q7. A short link road is to be constructed entirely in cutting at a uniform rising gradient 1 in

30 the N.S. level are given below;

RD N.S. level

0 70.50 30 69.30

60 71.40

90 74.00 120 75.10

150 73.50 If the formation level at 0 is 65m estimate the quantity of cutting for a formation width of 10



metres . The side slope is 2:1 (Horizontal: Vertical) and there is no cross slope. Also find the

cost of cutting @ Rs. 450 %cum.

Q8. Conglomerate floor 4cm thick cement concrete 1:2:4 over10cm thick cement concrete

1:6:18 Over 10 cm sand filling. Calculate the dry material and cost of material. The cost of

cement @ Rs. 300 per bag, sand @Rs. 800 per cum. , aggregate @ Rs. 1200 per cum.



Quantity Surveying & Valuation

6th Exam/Civil/5156/6951/May’15

Duration: 3hrs Max Marks: 75

Q.1. Fill in the blanks:- 1×15 = 15

i. Number f bricks required for 1 Cu.m brick masonry is……………

ii. Capitalized value = net annual rent × ……………..

iii. An agreement which is enforceable law is a ………………

iv. A reasonable profit usually% for contractor is included in the analysis of rates.

v. Dry material required for 1cu.m cement concrete in……….cum

State the unit of measurement for the following:-

i. Earthwork

ii. Steelwork

iii. Painting

iv. D.P.C

v. Drip course

vi. Doors & Windows

vii. Electricity Fitting

viii. Bitumen Road Surfacing

ix. XIV) Water Closet

x. XV) Glass Panes

Q.2 Attempt any Six. 6X5=30

i. Define an estimate. Give its importance or objectives. Name the various types of

estimate.

ii. Write a note on Analyses of rates.

iii. Find out the dry material for 100cu.m brick masonry in cement sand mortar 1:5.

iv. Find out the dry material required for 100 cu.m cement concrete 1:2:4.

v. Explain the principles of valuation.

vi. Define contractor. What are essential qualification of a contractor?

vii. Distinguish clearly between preliminary estimate and detailed estimate.

viii. Write a short note on depreciation of buildings.

ix. Differentiate between security deposit and retention money.

Attempt any Three:- 3X10=30

Q.3. Prepare a preliminary estimate of a building having plinth area equal to 1600

sq.m. Given that :-

(a) Plinth area rate – Rs. 2000/- per sq.

(b) Extra for Architectural work - 1½% of the building cost.

(c) Extra for Electrical Installation (10%), + Water supply and sanitary installations


(d) Extra for other services- 8% of the building cost.

(e) Contingencies and supervision charges 10%.

Q.4. Workout the analyses of rates for cement concrete 1:4:8 in foundation. Labour for

10cu.m cement concrete is 1 mason @ Rs. 500/- per day, 15 mazdor @ Rs. 300/- , 2

Bhisti @ Rs. 250/- per day. Rate of material:- cement bag Rs. 250/-, Sand Rs. 600/-

per cu.m, Course aggregate (bazri) 1000/- per cu.m.

Q.5. Define valuation. Give the purpose of valuation. State and explain the various method

of valuation.

Q.6. What is contract? Explain the different type of contract.



Q.7. Work out the cost of earth work for a portion of a road from Rd 0 to Rd 90 meters

from the following dates:

Rd N.S. level Filling or Banking

0 205.00 210.00

30 205.00

60 206.00

90 206.00

The formulation is in a downward gradient of 1 in 30. Formulation width is 10 meters and

side slope 2:1(Horizontal : Vertical) Rate of earthwork is Rs. 400.00% cu.m

Q.8. Work out the quantity of following items from the given drawing:-

1. Excavation for foundation

2. Cement concrete 1:6:18 in foundation

3. Mud masonry in foundation and plinth

4. Mud masonry in super structure
