ESTIMATION AND COSTING MODEL QUESTION PAPER CIVIL DIPLOMA 5TH SEMESTER



ESTIMATION AND COSTING MODEL QUESTION PAPER CIVIL DIPLOMA 5TH SEMESTER


Test/Date and Time

Semester/year

Course/Course Code

Max Marks

Ex: I test/

6 th week of sem 10-11 Am

V sem

ESTIMATION AND COSTING

 

20

Year: 2015-16

Course code: 15CE53T

Name of Course coordinator :                                                        Course Outcomes : 1 & 2 Note: Answer all questions

Questions

M

CL

CO

PO

1

What is an Estimate? What are its types? Explain anyone briefly.

OR

Write a short note on,

a.     BOQ

b.     Lead statement

 

 

5

 

 

R

 

 

1

 

 

1,2,5

2

List the conditions of Deductions of openings during plastering.

5

R/U

1

2,5

3

Write down detailed specification of the following,

a.     Plastering in Cement mortar 1:6

b.     Cement concrete in Foundation 1:2:4

 

5

 

R/U

 

1

1,2,3,4,

5

4

Define Analysis of Rates. Explain the various steps taken into consideration for preparing detailed Analysis of rates.

OR

Analyse the rates of 1cumof RCC(1:2:4) slab reinforced with MS reinforcement upto 90kg/cum of CC including Centering and Shuttering laid in position, complete in all respects. Assume suitable market rates.

 

 

 

5

 

 

 

Ap/An/E

 

 

 

1

 

 

 

2,4,5,7,

10



REFERENCE TEXT BOOKS
1. Dutta B N, “Estimation and costing in civil engineering theory and practice”, 27th edition, UBS Publisher’s Distributors (P) Ltd New Delhi.
2. D.D.Kohli & Ar.R.C.Kohli, “Estimating and Costing(CIVIL)”2013 edition, S.CHAND Publications.
3. IS: 1200 Part 1 to 28, Method of Measurement of Building and Civil Engineering Works.
4. Chakroborti M, “Estimating, costing and specifications in Civil Enginnering”-2006.
5. Rangawala S C,“Valuation of Real properties” Charotar Publishing House -2008.

E-Learning
1. http://www.nprcet.org/civil/document/CE702-ESTIMATION.pdf
2. http://theconstructor.org/construction/reinforcement-quantity-estimation/6802/
3. https://www.youtube.com/watch?v=buUKMbXfEUI
4. http://218.248.45.169/download/training/ppt3.pdf
5. http://www.slideshare.net/thomasjbritto/estimating-andcosting-book
6. http://bieap.gov.in/Pdf/CTPaperIIYR2.pdf
7. https://www.wbdg.org/ccb/DOD/UFC/ufc_3_740_05.pdf
8. http://bie.telangana.gov.in/Pdf/estimatingandcosting.pdf
9. http://cpwd.gov.in/Publication/Specs2009V1.pdf
 
MODEL QUESTION PAPER ESTIMATING AND COSTING-I
Time: 3hours Max.marks:100
PART –A
1. Answer any one from the following (10x1=10)
a.What is an Estimate? What are its types? Explain any one briefly.
b. Write a short note on, a) BOQ, b) Lead statement.

2. Write the detailed specification(any one) (10x1=10)
a.Concreting for RCC Slab 1:1.5:3 & Earthwork in foundation.
b. Plastering in Cement mortar & Granite/Vitrified/Marble flooring.

3. Prepare Rate analysis for any one of the following(10x1=10)
a. Concreting for RCC Slab 1:1.5:3
b. Earthwork in foundation.
PART –B
4. Prepare detailed and abstract estimate for the following items of the building as shown in fig (by any method)



a. Earthwork excavation in foundation.
b. Brick work in cement mortar in foundation and plinth.
c. Internal Plastering excluding Bath and W/C.
d. RCC for Lintels and Chajjas above opening.(with 1.5% steel)
e. External plastering.

PART –C

5. Estimate the quantity of earthwork for the portion of a road between chainages 0 to 10 from the following data, lengths being measured with a standard 20m chain.

Chains

0

1

2

3

4

5

6

7

8

9

G.L.

131.1

131.2

130.9

130.8

130.7

130.6

130.4

129.1

129.5

129


The formation level at 0 chainage is 130.0 and the road is in a rising gradient of 1 in 200. The width of formation 9 m. and the side slopes 1.5: 1 in banking and 1:1 in cutting. The lateral slope of the ground may be assumed as level. -20m
OR
Estimate the quantities of the following items of works for the cross section of a 1km long road shown in fig.

1. Earthwork excavation for the pavement shown in figure
2. 6” Base concrete for the road.
3. Top concrete surface.
4. 2” Asphalt layer above top layer.
5. Asphalt kerbing on both sides.

Unit 1- INTRODUCTION TO ESTIMATION

Cognitive level –Remember

1.     What is an Estimate? What are the types of Estimation?

2.     Explain briefly detailed and Abstract Estimate.

3.     List the units of measurements for the following items of works

a.     Earthwork excavation.

b.     Plastering in CM 1:6

c.     Pointing in CM 1:6

4.     List the points to be kept in mind for opening deduction while doing External Plastering.

5.     List the points to be kept in mind for opening deduction while doing Internal Plastering.

6.     Write a short note on, a) BOQ, b) Lead statement.

Cognitive level –Understand

1.     Write the procedure to be adopted for calculating the quantities for Earthwork Excavation.

2.     Differentiate Preliminary Estimate and Item rate Estimate.


Unit 2- SPECIFICATIONS

Cognitive level –Remember

1.     Write down the detailed Specifications for the following

a.     Plastering in Cement mortar 1:6

b.     Terrazzo flooring.

c.     Cement concrete 1:2:4 in foundation and Plinth.

d.     Distempering for internal walls.

e.     Pointing with cement mortar.

Cognitive level –Understand

1. Differentiate between General specification and detailed specification.

Unit 3- ANALYSIS OF RATES

Cognitive level –Remember

1. Define Analysis of rates. Explain the various steps taken into consideration for


preparing detailed Analysis of rates.

2.     List the Type of labours to be considered for different construction activities while doing analysis of rates.

3.     Format a typical Rate analysis sheet for any construction work in separate heads, Materials cost, labour cost, taxes, profit, contingencies etc.

Cognitive level –Understand

1.     What are the importances of preparing Rate analysis?

2.     How to arrive Material rate and labour rate.

3.     Mention the basic information requirement for Rate analysis.

Cognitive level –Application

1.      Analyse the rates for the below construction activities by using present SR book.

a.     Plastering in Cement mortar 1:6

b.     Terrazzo flooring.

c.     Cement concrete 1:2:4 in foundation and Plinth.

d.     Distempering for internal walls.

e.     Pointing with cement mortar


Unit 4- DETAILED AND ABSTRACT ESTIMATE OF BUILDINGS

Cognitive level –Remember

Cognitive level –Understand

1. Explain the method of taking out the quantities by long wall & short wall method and centre line method.

Cognitive level –Application

1.

Unit 5- ESTIMATION OF ROAD WORKS

Cognitive level –Remember

1. Estimate the quantity of earthwork for the portion of a road between chainages 0 to 10 from the following data, lengths being measured with a standard 20m chain.

 

 

 

The formation level at 0 chainage is 130.0 and the road is in a rising gradient of 1 in 200. The width of formation 9 m. and the side slopes 1 1/2 : 1 in banking and 1:1 in cutting.

The lateral slope of the ground may be assumed as level.                                                                                                                     -20m

Cognitive level –Understand Cognitive level –Remember

1. Estimate the quantity of earthwork for the portion of a road between chainages 0 to 10 from the following data, lengths being measured with a standard 20m chain.

 

 

The formation level at 0 chainage is 130.0 and the road is in a rising gradient of 1 in 200. The width of formation 9 m. and the side slopes 1 1/2 : 1 in banking and 1:1 in cutting.

The lateral slope of the ground may be assumed as level.                                                                                                                     -20m








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