Exam Details
| Subject | Estimating & Quantity Surveying- II | |
| Paper | ||
| Exam / Course | Diploma in Civil Engineering (DCLE) | |
| Department | School of Engineering & Technology (SOET) | |
| Organization | indira gandhi national open university | |
| Position | ||
| Exam Date | June, 2015 | |
| City, State | new delhi, |
Question Paper
1. Select the correct answer from the given alternatives:
For preparation of "Abstract of quantities and prices" in MES, Form No. used is
IAFW -2264 and IAFW -2264 A
IAFW -2158
IAFW -6422
IAFW -1833
Bhisti is a labour of category
Unskilled
Semi-skilled
Skilled
Waterman
The unit of measurement for Wooden Chaukhat for door is
Nos.
Sq.m.
Cu.m.
Per opening of door
MES SSR -2004 Part I has
19 sections
29 sections
11 sections
21 sections
Most accurate estimate of a work is based on
Star Rate estimate
Plinth area estimates
Item-wise estimates
Service unit estimate
The expected out turn for Brick-work in superstructure per mason per day is
l.0 m^3
1·25 m^3
l.5 m^3
1·80 m^3
As per general condition of contract any single work, job or service ordered on a term contract shall not exceed
RS 1,00,000
RS 60,000
RS 50,000
RS 10,000
What are the different forms of measurement? Explain with examples.
Covered area of a residential building at ground floor is 125·75 sq.m. and building height is 3·50 m. Calculate the cost of the building by estimating on "Cubical.Content Basis'. Assuming cost per cu.m. RS 1,250 and 12% Building Cost Index.
3. A beam of cross-section 250 x 500 mm is 6000 mm long. It has 4 bars of 20 mm dia "at bottom, 2 bars of 16 mm dia at top and stirrups of8 mm dia bars 250 mm c/c. Assuming end cover 50 mm side, top, bottom cover 25 mm, calculate the following:
Main reinforcement of beam
Reinforcement for stirrups
RCC in beam
Form-work taking full bearing on walls 30 cm thick.
4. Prepare Analysis of Rate for the following items of works
Form-work for suspended slabs such as roof slabs, floor slabs, landing and similar works.
Providing and laying steel reinforcement deformed or twisted bars 10 mm dia and above, cut to length, bent to shape required including cranking, bending and binding with MS wire not less than 0.9 mm dia.
5. Calculate the following quantities from the given sketch for a room having internal dimensions 3000 x 2000 mm and two door openings of size 1·20 x 2·10
<img src='./qimages/15264-5.jpg'>
Earthwork in Excavation
PCC in base
Brick-work in foundation and plinth with 6 CM.
Flooring with Marble stone
(Note: Calculate the brick-work for each step, separately)
6. Prepare a Star Rate for supplying·and fixing of galvanised two-strand steel barbed wire 2·24 mm diabarbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails, including securing or tying at crossings with and provision of galvanised MS staples as directed. (Each line of wire to be measured)
7. Write short notes on any four of the following:
Pro-Rata Analysis
Work Orders
Procedure of Take off
Importance of Estimation
Urgent Requisition
Brief Specification of a Building
Factors affecting "Rate Analysis"
For preparation of "Abstract of quantities and prices" in MES, Form No. used is
IAFW -2264 and IAFW -2264 A
IAFW -2158
IAFW -6422
IAFW -1833
Bhisti is a labour of category
Unskilled
Semi-skilled
Skilled
Waterman
The unit of measurement for Wooden Chaukhat for door is
Nos.
Sq.m.
Cu.m.
Per opening of door
MES SSR -2004 Part I has
19 sections
29 sections
11 sections
21 sections
Most accurate estimate of a work is based on
Star Rate estimate
Plinth area estimates
Item-wise estimates
Service unit estimate
The expected out turn for Brick-work in superstructure per mason per day is
l.0 m^3
1·25 m^3
l.5 m^3
1·80 m^3
As per general condition of contract any single work, job or service ordered on a term contract shall not exceed
RS 1,00,000
RS 60,000
RS 50,000
RS 10,000
What are the different forms of measurement? Explain with examples.
Covered area of a residential building at ground floor is 125·75 sq.m. and building height is 3·50 m. Calculate the cost of the building by estimating on "Cubical.Content Basis'. Assuming cost per cu.m. RS 1,250 and 12% Building Cost Index.
3. A beam of cross-section 250 x 500 mm is 6000 mm long. It has 4 bars of 20 mm dia "at bottom, 2 bars of 16 mm dia at top and stirrups of8 mm dia bars 250 mm c/c. Assuming end cover 50 mm side, top, bottom cover 25 mm, calculate the following:
Main reinforcement of beam
Reinforcement for stirrups
RCC in beam
Form-work taking full bearing on walls 30 cm thick.
4. Prepare Analysis of Rate for the following items of works
Form-work for suspended slabs such as roof slabs, floor slabs, landing and similar works.
Providing and laying steel reinforcement deformed or twisted bars 10 mm dia and above, cut to length, bent to shape required including cranking, bending and binding with MS wire not less than 0.9 mm dia.
5. Calculate the following quantities from the given sketch for a room having internal dimensions 3000 x 2000 mm and two door openings of size 1·20 x 2·10
<img src='./qimages/15264-5.jpg'>
Earthwork in Excavation
PCC in base
Brick-work in foundation and plinth with 6 CM.
Flooring with Marble stone
(Note: Calculate the brick-work for each step, separately)
6. Prepare a Star Rate for supplying·and fixing of galvanised two-strand steel barbed wire 2·24 mm diabarbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails, including securing or tying at crossings with and provision of galvanised MS staples as directed. (Each line of wire to be measured)
7. Write short notes on any four of the following:
Pro-Rata Analysis
Work Orders
Procedure of Take off
Importance of Estimation
Urgent Requisition
Brief Specification of a Building
Factors affecting "Rate Analysis"
Other Question Papers
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