Estimation & Pricing B.E Question Paper : jaduniv.edu.in
Name of the University : Jadavpur University
Department : Construction Engineering
Degree : B.E
Subject Name : Estimation And Pricing
Year/Sem : III/II
Website : jaduniv.edu.in
Document Type : Model Question Paper
Download Model/Sample Question Paper :
2006 : https://www.pdfquestion.in/uploads/dspace.jdvu.ac.in/6558-2006ESTIMATING%20AND%20PRICING_2006.pdf
2009 : https://www.pdfquestion.in/uploads/dspace.jdvu.ac.in/6558-2009ESTIMATION%20AND%20PRICING.pdf
Estimation And Pricing Question Paper :
Bachelor Of Construction Engg. Examination, 2009 :
(3rd year, 2nd Semester)
Time : Three hours
Full Marks : 100 (50 marks for each part)
Related : Jadavpur University Design of Structure–III B.E Question Paper : www.pdfquestion.in/6557.html
PART – I :
1. From the attached plan (Fig-1) estimate the below mentioned item.
(i) Quantity of 250mm.Thk. brick wall
(b) Quantity of 125mm thk. brick wall
(c) Quantity of flooring
(d) Outer wall plaster.
Estimation of quantity should be done with proper break up. 30
2. Write a short note on PWD schedule of rate of West Bengal. 5
3. Write a short note on “Analysis of rate” of civil engineering item. What are the three major inputs required for analysis of a item and describe all of them with a example. 15
PART – II :
Answer question no. 1 and any one from the rest.
1. Define the following terms. 5×3=15
i) Preliminary Estimate and detail Estimate.
ii) Necessity of Estimate for a Building
iii) Plinth area and carpet area
(iv) Long wall short wall method and centre line method.
(iv) Floor area & FAR
A two room building plan as shown in figure. Estimate the quantity of the following items. 20
a) Earthwork in excavation in foundation.
b) Lime concrete in foundation
c) First class brick work in foundation and plinth
d) 2.5cm thick DPC
e) 200mm thick P.C.C. in floor.
f) 1st class brick work in cement mortar in superstructure
g) 200 x 200mm intel around the building.
2. Calculate the quantity of reinforcement required for a rectangular beam of (300 x 400) mm, 4 Nos of Main reinforcement of 20mm diameter, two bar bent up at 450 from the 1/3 of support which is 30 cm. Two Hanger bar of 12 mm f which is situated at compression zone. The stirrup are 8mm f spacing at 150mm c/c all clear cover is 25mm. The length of the beam is 5m. use M20 and F415HYSD bars. 15
3. Calculate the quantities of the following items of work in the figure shown below.
(a) Earthwork in excavation in foundation.
(b) Coment Concrete in foundation.
(c) 1st class brick work in foundation and plinth.
(d) 1st class brickwork in superstructure.
B.Construction Engg.Part I 2Nd Semester Examination, 2006 :
Subject : Estimating And Pricing
Time : Three Hours
Full Marks 100
( 50 marks for each part )
Use a separate Answer-Script for each part. :
PART –I :
1. Prepare a detailed estimate for the construction of a new State High way as per MOST specifications for a stretch of 1km length in the form of an estimation table.
The formation width of road is 40.2 m, average height of bank is 1.5 m, side slope is 2:1, slope of the earthen berm or patric is 1 in 36. The metalled width is 3.9m per lane. No. of lanes = 8 . Lanes are separated by a divider of 1 m width between four lanes of metal. Surface to be finished with two coats of painting. Draw a neat pencil sketch of the road construction. Size and gauge of stone ballot at top & inter coat and soling coat would be as per the said specification. Assume any other data suitably. 12+38 = 50
Part–II :
Answer all :
1. Discuss in brief the specifications for the purpose of construction (any three) 6×3=18
(a) D.P.C at plinth level with water proofing agent.
(b) Construction of brick wall from ground level to plinth level.
(c) Installation of sanitary fittings at toilet W-C
(d) Lime water proofing work at the roof.
2. Make an estimation for he following works in the form of BOQ table for the building 6×5=30 plan as attached (any five)
(a) P.C.C work in all foundations
(b) First class brick work from lintel level to roof level
(c) Concrete work in roof.
(d) Quantity of steel work for concreting with percentage of steel as 0.7% concrete volume.
(e) Foundation work upto G.L
(f) 75 mm lime concrete (3:1) terracing on roof top.