Exam Details
| Subject | Estimating & Quantity Surveying- I | |
| 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 4
IBCE-0341
DIPLOMA IN CIVD... ENGINEERING DCLE(G) I DCLEVI
Term-End Examination
001..72
December, 2016
BCE-034 ESTIMATING AND QUANTITY SURVEYING-I
Time: 2 hours Maximum Marks: 70
Note: Attempt five questions in all. Question number 1 is compu18ory. Use of calculator is permitted.
1. Choose the correct alternative from the given options: 7x2=14
The formula for computing the volume of earthwork along road alignment by Average cross-sectional area method is
l
l
l/6
Am* l
The unit of measurement of Lime concrete in foundation is
m^2
m^3
m
kg
The least period for form work to remain in position in case of side of walls, columns, beams and foundation is
14 days
7 days
48 hours
24 hours
Muster Roll is used for
Recording site instructions
Recording measurements of executed work
Recording test results of materials used
Recording attendance of daily labourers employed
R.L. of formation line of road depends on
Longitudinal falling or rising gradient of road formation
Width of road formation
Side slope in cutting
Side slope in filling
The length of a long wall is
Inner length of wall 2 x wall thickness
CL length of wall 2 x wall thickness
Inner length of wall only
None of the above
Thickness of joints in brick masonry work should not exceed
20mm
15 mm
iii) 10 mm
5mm
2. Explain the prismoidal formula method of computing volumetric quantities of earthwork along a road alignment. 4
A stretch of road is 300 m long. For making the road, the earthwork is to be done in cutting. The cross-sectional area of earth in cutting is 40 m2 and 50 m2 at the ends, respectively. Its cross-sectional area at mid-point of the road stretch is 45 m2 . Calculate the earthwork in cutting for the
road using "Prismoidal Formula Method". 10
3. Explain the general specifications of earthwork in road in filling. 7
Describe the detailed specifications of Lime concrete in foundation. 7
4. Calculate the cost of 10 m^3 of cement concrete in foundations and under floors (with 40 mm gauge brick. ballast, fine local sand and cement in 12 6 1 proportion). 14
5. Discuss briefly the "contract system" for civil construction work. from inviting of tender to the allotment of contract. 7
Explain the various types of construction works as per estimating. Classify them with respect to PWD work procedures. 7
6. Differentiate between the following: 4x3 1/2=14
Lead and Lift
Whitewashing and Colour washing
Spoil Bank and Borrow Pit
Ashlar masonry and Dry Rubble masonry
7. Write short notes on the following:
Technical Sanction
Classification of ordinary building
Concreting under water
Deposit works
IBCE-0341
DIPLOMA IN CIVD... ENGINEERING DCLE(G) I DCLEVI
Term-End Examination
001..72
December, 2016
BCE-034 ESTIMATING AND QUANTITY SURVEYING-I
Time: 2 hours Maximum Marks: 70
Note: Attempt five questions in all. Question number 1 is compu18ory. Use of calculator is permitted.
1. Choose the correct alternative from the given options: 7x2=14
The formula for computing the volume of earthwork along road alignment by Average cross-sectional area method is
l
l
l/6
Am* l
The unit of measurement of Lime concrete in foundation is
m^2
m^3
m
kg
The least period for form work to remain in position in case of side of walls, columns, beams and foundation is
14 days
7 days
48 hours
24 hours
Muster Roll is used for
Recording site instructions
Recording measurements of executed work
Recording test results of materials used
Recording attendance of daily labourers employed
R.L. of formation line of road depends on
Longitudinal falling or rising gradient of road formation
Width of road formation
Side slope in cutting
Side slope in filling
The length of a long wall is
Inner length of wall 2 x wall thickness
CL length of wall 2 x wall thickness
Inner length of wall only
None of the above
Thickness of joints in brick masonry work should not exceed
20mm
15 mm
iii) 10 mm
5mm
2. Explain the prismoidal formula method of computing volumetric quantities of earthwork along a road alignment. 4
A stretch of road is 300 m long. For making the road, the earthwork is to be done in cutting. The cross-sectional area of earth in cutting is 40 m2 and 50 m2 at the ends, respectively. Its cross-sectional area at mid-point of the road stretch is 45 m2 . Calculate the earthwork in cutting for the
road using "Prismoidal Formula Method". 10
3. Explain the general specifications of earthwork in road in filling. 7
Describe the detailed specifications of Lime concrete in foundation. 7
4. Calculate the cost of 10 m^3 of cement concrete in foundations and under floors (with 40 mm gauge brick. ballast, fine local sand and cement in 12 6 1 proportion). 14
5. Discuss briefly the "contract system" for civil construction work. from inviting of tender to the allotment of contract. 7
Explain the various types of construction works as per estimating. Classify them with respect to PWD work procedures. 7
6. Differentiate between the following: 4x3 1/2=14
Lead and Lift
Whitewashing and Colour washing
Spoil Bank and Borrow Pit
Ashlar masonry and Dry Rubble masonry
7. Write short notes on the following:
Technical Sanction
Classification of ordinary building
Concreting under water
Deposit works
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Subjects
- Advanced Survey
- Applied Mechanics
- Chemistry
- Computer Basics
- Concrete Technology
- Construction Drawing
- Construction Technology- I
- Construction Technology- II
- E/M Engineering
- Electrical Technology
- Electronics
- Elementary Civil Engineering
- Elements of Survey
- Engineering Drawing
- Engineering Materials
- Environmental Engineering
- Estimating & Quantity Surveying- I
- Estimating & Quantity Surveying- II
- Fluid Mechanics
- Heat Power Technology
- Industrial Management
- Machine Drawing
- Mathematics-I
- Mathematics-II
- Physics
- Refrigeration & Air-Conditioning
- Strength of Materials
- Theory of Structures- I
- Theory of Structures- II
- Workshop Technology