Exam Board: Government Polytechnic
Question Paper Course: Diploma Hospital Management
Subject of Question Paper: Quantity Surveying and Costing
Time allotted: 3 Hours
Max. Marks: 70
Year of the exam paper: 2010
Question Paper Format: Text
Q.1 (a) Find out the quantities of following items from fig. no.1 Septic tank
i) Excavation for Soil strata or Rock [02 marks]
ii) Brick masonry in C.M. (1:6) [03 marks]
iii) R.C.C. Slab (1:2:4) [02 marks]
(b) Find out the quantities of following items from fig. no.2 Slab culvert
i) Excavation [02 marks]
ii) Brick masonry in C.M. (1:5) [02 marks]
iii) Cut cement pointing work in C.M.(1:1) [03 marks]
Q.2 (a) i) Find out weight of a P.R. angle 60x60x6mm having 5mt. length. [04 marks]
ii) Find out Painting area for a Purlin angle 125x75x8mm having 10mt. length [03 marks]
(b) i) Give the measurement unit for M.H. Cover, D.P.C., Air vent pipe, Iron steps [04 marks]
ii) Write deduction rules for Plastering [03 marks]
OR
(b) i) Give the measurement unit for Partition wall, Skirting, dedo, Pointing work [04 marks]
ii) Write the multiplying factor for Fully panelled door, Rolling Shutter , Partly paneled partly glazed door [03 marks]
Q.3 (a) i) Define Rate Analysis. List out the factors affecting R.A. 03
ii) Derive the R.A. for Ashlar masonry in C.M.(1:5) for S.S. 04
(b) i) Define Specification. What is the importance of Specification? 03
ii) Write detail Specification for Random Rubble masonry in C.M.(1:5) [04 marks]
OR
Q.3 (a) i) Listout the Principles of Specification Writing. 03
ii) Write detailed Specification for Ashlar masonry in c.m.(1:5) 04
(b) Derive Rate Analysis for First coat bituminous painting road 07
Q.4 (a) i) State the qualities of good estimator 03
ii) State the methods of approximate estimate, explain any one 04
(b) i) Give the service unit for dam, stable , water tank 03
ii) Give the requirements of materials for first and second coat bituminous painting road [04 marks]
OR
Q. 4 (a) Write Short note (any two)
i) Day work ii) Spot items iii) Prime Cost [07 marks]
b) In a Hume Pipe Culvert two aburtments having 6 mt. length, 0.9mt. width and 2.00mt height are constructed 5 mt. apart from each other. Three nos. of hume pipe having 1 mt. dia. are provided for culvert. Find out the quantities for following items. i) Brick masonry work in c.m.(1:5) for abutment 03 marks
II ) Nos of Hume pipe having length 2.25mt. and nos of Collar joint [04 marks]
Q.5 (a) Workout the quantity of earthwork for a portion of a road by Mid Sectional
Area Method from the following data.
Dist in mt. 0 100 200 300 400
Ground R.L.114.5 114.75 115.25 115.20 116.10
Dist in mt. 500 600 700 800 900
Ground R.L.116.85 118 118.25 118.10 117.80
R.L. of formation at 0 CH. 115. Upward gradient 1:200 up to 400mt. and downward gradient 1:400 from CH. 400 to 900. Formation width of road is 10 mt. and side slope for banking 2:1 and for cutting 1:1 [07 marks]
(b) A hill road is to be constructed in side-long ground in cutting. Calculate the quantity of earthwork for two chain length. The length of chain being 30mt.Side slope for cutting 1.5:1(H:V). The depth of cutting at the chainage 10 is 3.6 mt. at the centre and cross slope of ground is 8:1(H:V). The depth of cutting at the chainage 11 is 3.0 mt. at the centre and cross slope of ground is 12:1(H:V). The depth of cutting at the chainage 12 is 4.2 mt. at the centre and cross slope of ground is 10:1(H:V) [07 marks]
OR
Q.5 (a) Work out the quantity of earthwork for a portion of a road by Mean Sectional Area Method from the following data. Formation width of the road is 8 mt. side slope 2:1 in banking and 1.5:1 in cutting. The length of chain is 20 mt.
CH 20 21 22 23 24 25
G.L. 71.20 71.25 70.90 71.25 70.80 70.45
CH 26 27 28 29 30
G.L. 70.20 70.35 69.10 69.45 69.70
Formation level at chainage 20 is 70.00mt. Upward gradient 1:200 throughout [07 marks]
(b) A road is to be constructed in a side long ground partly in cutting and partly in banking. The formation width of road is 10mt. cross slope of ground is 6:1 side slopes in banking 2:1 and in cutting 1.5:1 Depth at the centre is 45cms although. Calculate the quantity of earthwork in banking and in cutting for a length of 200mt. [07 marks]
Question Paper Course: Diploma Hospital Management
Subject of Question Paper: Quantity Surveying and Costing
Time allotted: 3 Hours
Max. Marks: 70
Year of the exam paper: 2010
Question Paper Format: Text
Q.1 (a) Find out the quantities of following items from fig. no.1 Septic tank
i) Excavation for Soil strata or Rock [02 marks]
ii) Brick masonry in C.M. (1:6) [03 marks]
iii) R.C.C. Slab (1:2:4) [02 marks]
(b) Find out the quantities of following items from fig. no.2 Slab culvert
i) Excavation [02 marks]
ii) Brick masonry in C.M. (1:5) [02 marks]
iii) Cut cement pointing work in C.M.(1:1) [03 marks]
Q.2 (a) i) Find out weight of a P.R. angle 60x60x6mm having 5mt. length. [04 marks]
ii) Find out Painting area for a Purlin angle 125x75x8mm having 10mt. length [03 marks]
(b) i) Give the measurement unit for M.H. Cover, D.P.C., Air vent pipe, Iron steps [04 marks]
ii) Write deduction rules for Plastering [03 marks]
OR
(b) i) Give the measurement unit for Partition wall, Skirting, dedo, Pointing work [04 marks]
ii) Write the multiplying factor for Fully panelled door, Rolling Shutter , Partly paneled partly glazed door [03 marks]
Q.3 (a) i) Define Rate Analysis. List out the factors affecting R.A. 03
ii) Derive the R.A. for Ashlar masonry in C.M.(1:5) for S.S. 04
(b) i) Define Specification. What is the importance of Specification? 03
ii) Write detail Specification for Random Rubble masonry in C.M.(1:5) [04 marks]
OR
Q.3 (a) i) Listout the Principles of Specification Writing. 03
ii) Write detailed Specification for Ashlar masonry in c.m.(1:5) 04
(b) Derive Rate Analysis for First coat bituminous painting road 07
Q.4 (a) i) State the qualities of good estimator 03
ii) State the methods of approximate estimate, explain any one 04
(b) i) Give the service unit for dam, stable , water tank 03
ii) Give the requirements of materials for first and second coat bituminous painting road [04 marks]
OR
Q. 4 (a) Write Short note (any two)
i) Day work ii) Spot items iii) Prime Cost [07 marks]
b) In a Hume Pipe Culvert two aburtments having 6 mt. length, 0.9mt. width and 2.00mt height are constructed 5 mt. apart from each other. Three nos. of hume pipe having 1 mt. dia. are provided for culvert. Find out the quantities for following items. i) Brick masonry work in c.m.(1:5) for abutment 03 marks
II ) Nos of Hume pipe having length 2.25mt. and nos of Collar joint [04 marks]
Q.5 (a) Workout the quantity of earthwork for a portion of a road by Mid Sectional
Area Method from the following data.
Dist in mt. 0 100 200 300 400
Ground R.L.114.5 114.75 115.25 115.20 116.10
Dist in mt. 500 600 700 800 900
Ground R.L.116.85 118 118.25 118.10 117.80
R.L. of formation at 0 CH. 115. Upward gradient 1:200 up to 400mt. and downward gradient 1:400 from CH. 400 to 900. Formation width of road is 10 mt. and side slope for banking 2:1 and for cutting 1:1 [07 marks]
(b) A hill road is to be constructed in side-long ground in cutting. Calculate the quantity of earthwork for two chain length. The length of chain being 30mt.Side slope for cutting 1.5:1(H:V). The depth of cutting at the chainage 10 is 3.6 mt. at the centre and cross slope of ground is 8:1(H:V). The depth of cutting at the chainage 11 is 3.0 mt. at the centre and cross slope of ground is 12:1(H:V). The depth of cutting at the chainage 12 is 4.2 mt. at the centre and cross slope of ground is 10:1(H:V) [07 marks]
OR
Q.5 (a) Work out the quantity of earthwork for a portion of a road by Mean Sectional Area Method from the following data. Formation width of the road is 8 mt. side slope 2:1 in banking and 1.5:1 in cutting. The length of chain is 20 mt.
CH 20 21 22 23 24 25
G.L. 71.20 71.25 70.90 71.25 70.80 70.45
CH 26 27 28 29 30
G.L. 70.20 70.35 69.10 69.45 69.70
Formation level at chainage 20 is 70.00mt. Upward gradient 1:200 throughout [07 marks]
(b) A road is to be constructed in a side long ground partly in cutting and partly in banking. The formation width of road is 10mt. cross slope of ground is 6:1 side slopes in banking 2:1 and in cutting 1.5:1 Depth at the centre is 45cms although. Calculate the quantity of earthwork in banking and in cutting for a length of 200mt. [07 marks]
![Lucknow University B.A./B.Sc. (Part-III) (Back Paper) MATHEMATICS [ Third Paper ] Numerical Analysis and Programming in C - 2018 Question Paper](https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjSRFF5B8mgwVKJswFbXFVMbYPkwZ5huZNYCbcvphN2nQ2jOctgxD-2OCGkKWECevFXYTdxUFbTDJhx7JzU880M-lNAV3yJhbPerY9N4OWHvh54NGmgoYOfAy9GWFzvBsiTMVcvjNuGYIs/s72-w640-c-h458/97+1.png "Lucknow University B.A./B.Sc. (Part-III) (Back Paper) MATHEMATICS [ Third Paper ] Numerical Analysis and Programming in C - 2018 Question Paper")
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