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Estimation and costing

Total questions: 69

Worksheet time: 3hrs 19mins

Name
Class
Date
1.

The formal acceptance by the administrative department concerned of the proposal for incurring expenditure is known as:

a)

Technical sanction

b)

Administrative approval

c)

Cut off motion

d)

Expenditure Sanction

2.

For first and final bill, the bill form used is:

a)

Form-26

b)

Form 24

c)

Form 28

d)

Form 27A

3.

The expected out-turn of cement concrete per mason per day is:

a)

None of the above

b)

3.75 cu.m

c)

5.00 cu.m

d)

10.00 cu.m

4.

The specification which forms a part of the contract document:

a)

Detailed specification

b)

Open specification

c)

General specification

d)

Standard specification

5.

The contractor has to deposit …………… % of the estimated cost as earnest money along with his tender.

a)

1

b)

2

c)

3

d)

4

6.

1. The expected out-turn of brickwork in superstructure in ground floor is

a)

1.10 cu.m

b)

1.25 cu.m

c)

1.5 cu.m

d)

2.1 cu.m

7.

Which of the following comes under general overhead?

a)

Amenities of worker

b)

Interest on investment

c)

Travelling expenses

d)

None of the above

8.

The amount required to be deposited by a contractor while submitting a tender is known as:

a)

Fixed deposit

b)

Caution deposit

c)

Security deposit

d)

Earnest money

9.

For Muster roll, the wages of labourers are drawn in

a)

Form-25

b)

Form-25A

c)

Form-22

d)

Form-21

10.

Earthwork is normally estimated for

a)

30 m lead and 1.5 m lift

b)

1.5 m lead and 30 m lift 

c)

1.5 m lead and 1.5 m lift

d)

3.0 m lead and 1.5 m lift

11.

Lift upto 3.6 m depth can be converted to lead by multiplying by

a)

20

b)

10

c)

100

d)

None of the above

12.

How much of water charge is provided in analysis of rates?

a)

10 %

b)

1 %

c)

2 %

d)

1.5 %

13.

To convert wet volume of cement concrete to dry volume, it is multiplied by a factor

a)

1.25

b)

1.54

c)

2

d)

None of the above

14.

Nominal roll is a part of

a)

Measurement Book

b)

Cash Book 

c)

Muster Roll

d)

None of the above

15.

The entries made in a MB should be

a)

Clear and self-explanatory

b)

Without any double entry

c)

Reliable

d)

All of the above

16.

If a bar is cranked at both ends at 45°, then total length of the bar is:

a)

L + 0.42d

b)

L + (2 x 0.42d)

c)

L + (2 x 0.27d)

d)

L + 0.27d

17.

The volume of cement in one bag is

a)

0.0647 m3

b)

0.0530 m3

c)

0.0347 m3

d)

0.0257 m3

18.

The quantities of lime required for one coat of white washing of plastered surface of 100 m2 will be:

a)

5 kg

b)

10 kg

c)

7.5 kg

d)

2.5 kg

19.

Lift more than 6 m is converted into lead by multiplying by:

a)

10

b)

20

c)

30

d)

40

20.

The amount of earnest money is about …………….. of the estimated value.

a)

2 to 5%

b)

10 to 15%

c)

15 to 20%

d)

None of the above

21.

The volume of mortar required for 10 cu.m of brickwork is

a)

2.3 cu.m

b)

2.65 cu.m

c)

3.5 cu.m

d)

2.0 cu.m

22.

Item rate contract is also known as

a)

Unit price contract

b)

Schedule contract

c)

Lump sum contract

d)

Both (a) and (b)

23.

Form No. …………… is used as Measurement book

a)

23

b)

21

c)

27

d)

54

24.

In one cubic metre brickwork, …………. nos. of bricks are required

a)

5000

b)

500

c)

2000

d)

None of the above

25.

Cubical contents of earthwork should be worked out to the nearest

a)

0.1 cu.m

b)

0.001 cu.m

c)

0.01 cu.m

d)

None of the above

26.

The contract in which the contractors are required to quote a fixed sum for execution of a work in all respect is called ……………………………. contract.

4 lines
27.

The number of bags of cement required per 100 sq.m of 20 mm thick DPC work with cement mortar is  ………………………….

(a)  

28.

The depth of earth work either in banking or cutting at any place along the road centre is the difference between the …………………….. and ground level.

(a)  

29.

Earth work calculated by …………………….. formula is more accurate and may be used where greater accuracy is required and the rates are high.

(a)  

30.

The weight per metre run of 25 mm diameter Tor steel is ……………… kg.

(a)  

31.

………………………….. of the Muster roll is used for keeping records of all unpaid wages.

(a)  

32.

………………………….. measurement book is maintained by the Sub-Divisional officer with the sole purpose of checking the measurement made by the Junior Engineer.

(a)  

33.

…………………. is a document in proof of payment to contractor.

(a)  

34.

………………. is an offer in writing to execute some work or supply at certain rates and conditions.

(a)  

35.

For measurement of earthwork, areas shall be worked out to the nearest ………….. m2.

(a)  

36.

Bar reinforcement is measured in weight in ___________.

4 lines
37.

(a)   is the amount of money which shall be deposited by the contractor whose tender has been accepted.

38.

Lead is the (a)   distance for which earth work is estimated.

39.

Nominal roll is a part of (a)   .

40.

Measurement book is a special type of notebook of dimension ……………….

4 lines
41.

Unit of measurement of earthwork is (a)   .

42.

(a)   indicates the incidental expenses of miscellaneous nature which cannot be reasonably predicted under any item or subhead during preparation of estimate.

43.

For 100 sq.m cement concrete (1:2:4), 4 cm thick floor, the quantity of cement required is …………. m3

4 lines
44.

The contract in which the contractor undertakes the work on the basis of a fixed sum of money is called ……………. contract.

4 lines
45.

Brickwork for 25 cm thick wall is measured in…………………..

(a)  

46.

……………….. is an agreement enforceable by law.

(a)  

47.

Form no. ………………… is used for running and final payments.

4 lines
48.

Lift is measured from. …………………..

4 lines
49.

Amongst the three methods of earthwork calculation, ……………….. method is the most accurate one.

(a)  

50.

………………. is a written document kept as proof of payment.

4 lines
51.

The unit of measurement of consolidation of wearing coat with road roller is ……………..

(a)  

52.

Specification ………………… the nature and the class of work, materials to be used in the work, workmanship etc. and is very important for execution of the work.

4 lines
53.

The out-turn of a mason in brickwork in superstructure is …………….

4 lines
54.

Areas of earthwork shall be worked out to the nearest of …………

4 lines
55.

Detailed specification is one of the most important ……………… document.

(a)  

56.

…………………. is an offer in writing to execute work or supply materials.

(a)  

57.

…………………… is accorded after receiving administrative approval from the competent authority.

4 lines
58.

If the excavated quantity of canal is just sufficient to the quantity of banking then the depth is called _________.

4 lines
59.

(a)   describe the nature and the class of the work, materials to be used in the work, workmanship etc. and is very important for the execution of the work.

60.

The quantity of work done by a skill labour in one day is called _________.

4 lines
61.

What do you mean by the term “Economical Depth of Digging”? (1 mark)

4 lines
62.

When is revised estimate carried out? (1 mark)

4 lines
63.

Write in one sentence about Out-turn of labour (1 mark)

4 lines
64.

Why water charges are considered during rate analysis of any item? (1 mark)

4 lines
65.

What do you mean by the term “Contract”? (1 mark)

4 lines
66.

What is Specification? (1 mark)

4 lines
67.

What are Overhead expenses? (1 mark)

4 lines
68.

Write in one sentence about (i) Borrow pit (ii) Free board and (iii) Contingencies (3 marks)

4 lines
69.

Write in one sentence about (i) General specification, (ii) Budget, (iii) Lead and lift ( 3 mark)

4 lines