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 | December, 2016 | |
| City, State | new delhi, |
Question Paper
No. of Printed Pages: 5 IBCEo042 I
DIPLOMA IN CIVIL ENGINEERING
DCLE(G) I DCLEVI
Term-End Examination
)492
December, 2016
BCE-042 ESTIMATING AND QUANTITY
SURVEYING -II
Time: 2 hours Maximum Marks: 70
Note: Attempt five questions in all. Question no. 1 is compulsory. Use of scientific calculator is allowed. Assume suitable data WMrever required.
1. Select the correct answer from the given alternatives. 7x2=14
The nominal mix ratio for the grade of concrete M 15 is
(ii)
(iii)
(iv) The unit of measurement for GI or GS corrugated sheets is sq. m
(ii) sq. ft.
(iii) kg
(iv) quintal As per the method of measurement, the area shall be worked out nearest to 0.001 m^2
(ii) 0.01 m^2
(iii) 0.10 m^2
(iv) 1.00 m^2 The room not considered for calculation of carpet area is Bedroom
(ii) Living room
(iii) Bathroom
(iv) Dining room No deduction shall be made for plastering opening up to 1 sq. m
(ii) 0.75 sq. m
(iii) 0.5 sq. m
(iv) 0.25 sq. m
The iron bars and grills in windows are measured as area for painting and multiplied by times for overall quantity.
(i) 1/2
(ii) 1
(iii) 1 1/2
2 Mazdoor is a labour of the following category Unskilled
(ii) Semi-skilled
(iii) Skilled
(iv) Water man
2. What are the different types of estimates? 4
2. Explain the method of Detailed estimate with tables. 10
3. A road is to be constructed in a side long ground partly in cutting and partly in banking. The formation of the road is 10 cross slope of ground is 6 side slopes in banking 2 1 and cutting are 1 1/2 depth of centre is 45 em. Calculate the Quantity of earthwork in banking and cutting for a length of 200 m.
4. A room of size 6 m x 3 m with wall thickness 30 cm is covered with a one-way slab of 18 cm thickness, having main reinforcement 10 mm diameter with spacing 15 cm and distribution bar of 8 mm diameter with spacing of 25 cm c/c.
Calculate the quantities of the following: 2 5 5 2=14 Form work Main reinforcement Distribution bars RCC 1 1/2
5. Analyse the rate for cement plaster 1 12.5 mm thick, the data given are Wages for labour per day Mason Rs 500 Mazdoor Rs 300 Bhishti Rs 150 and cost of cement -Rs 300 per bag, sand -Rs 700 per cu.m. 14
6. What are the methods to calculate the quantities of earthwork excavation and foundation for a residential building? 2
A building with single room has size 4 m x 3 m and wall thickness is 200 mm. Calculate the quantities of Earthwork excavation, PCC 1 3 Brick-work in CM 1 4 for foundation up to plinth level with the data given in Figure 12 <img src='./qimages/8401-6.jpg'>
Figure Cross-section of foundation
7. Write short notes on any four of the following 14 x 3 1/2=14
Day Work
Specifications
Work Charge Establishment
Terrazzo Floor Tender
M. Book
Stock
DIPLOMA IN CIVIL ENGINEERING
DCLE(G) I DCLEVI
Term-End Examination
)492
December, 2016
BCE-042 ESTIMATING AND QUANTITY
SURVEYING -II
Time: 2 hours Maximum Marks: 70
Note: Attempt five questions in all. Question no. 1 is compulsory. Use of scientific calculator is allowed. Assume suitable data WMrever required.
1. Select the correct answer from the given alternatives. 7x2=14
The nominal mix ratio for the grade of concrete M 15 is
(ii)
(iii)
(iv) The unit of measurement for GI or GS corrugated sheets is sq. m
(ii) sq. ft.
(iii) kg
(iv) quintal As per the method of measurement, the area shall be worked out nearest to 0.001 m^2
(ii) 0.01 m^2
(iii) 0.10 m^2
(iv) 1.00 m^2 The room not considered for calculation of carpet area is Bedroom
(ii) Living room
(iii) Bathroom
(iv) Dining room No deduction shall be made for plastering opening up to 1 sq. m
(ii) 0.75 sq. m
(iii) 0.5 sq. m
(iv) 0.25 sq. m
The iron bars and grills in windows are measured as area for painting and multiplied by times for overall quantity.
(i) 1/2
(ii) 1
(iii) 1 1/2
2 Mazdoor is a labour of the following category Unskilled
(ii) Semi-skilled
(iii) Skilled
(iv) Water man
2. What are the different types of estimates? 4
2. Explain the method of Detailed estimate with tables. 10
3. A road is to be constructed in a side long ground partly in cutting and partly in banking. The formation of the road is 10 cross slope of ground is 6 side slopes in banking 2 1 and cutting are 1 1/2 depth of centre is 45 em. Calculate the Quantity of earthwork in banking and cutting for a length of 200 m.
4. A room of size 6 m x 3 m with wall thickness 30 cm is covered with a one-way slab of 18 cm thickness, having main reinforcement 10 mm diameter with spacing 15 cm and distribution bar of 8 mm diameter with spacing of 25 cm c/c.
Calculate the quantities of the following: 2 5 5 2=14 Form work Main reinforcement Distribution bars RCC 1 1/2
5. Analyse the rate for cement plaster 1 12.5 mm thick, the data given are Wages for labour per day Mason Rs 500 Mazdoor Rs 300 Bhishti Rs 150 and cost of cement -Rs 300 per bag, sand -Rs 700 per cu.m. 14
6. What are the methods to calculate the quantities of earthwork excavation and foundation for a residential building? 2
A building with single room has size 4 m x 3 m and wall thickness is 200 mm. Calculate the quantities of Earthwork excavation, PCC 1 3 Brick-work in CM 1 4 for foundation up to plinth level with the data given in Figure 12 <img src='./qimages/8401-6.jpg'>
Figure Cross-section of foundation
7. Write short notes on any four of the following 14 x 3 1/2=14
Day Work
Specifications
Work Charge Establishment
Terrazzo Floor Tender
M. Book
Stock
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