# Estimating And Costing Set 2

This set of Estimating and Costing Multiple Choice Questions & Answers (MCQs) focuses on Estimating And Costing Set 2

Q1 | Pick up the excavation where measurements are made in square metres for payment.
Q2 | As per Indian Standard Specifications, the peak discharge for domestic purposes per capita perminute, is taken
Q3 | In long and short wall method of estimation, the length of long wall is the centre to centredistance between the walls and
Q4 | The expected out turn of cement concrete 1 : 2 : 4 per mason per day is
Q5 | The value of 'C' of Indian type W.C. shown in the given figure is:
Q6 | The area is measured correct to the nearest
Q7 | The measurement is not made in square metres in case of
Q8 | The value of 'A' of Indian type W.C. shown in the given figure is:
Q9 | The trap which is provided to disconnect the house drain from the street sewer is called
Q10 | Due to change in price level, a revised estimate is prepared if the sanctioned estimate exceeds
Q11 | The cost of the earthwork in excavation for the surface drain of cross-section shown in the givenfigure for a total length of 5 metres @ Rs. 450% cum, is
Q12 | The expected out turn of 2.5 cm cement concrete floor per mansion per day
Q13 | Pick up the correct statement from the following:
Q14 | While preparing a detailed estimate
Q15 | The item of the brick structure measured in sq.m, is
Q16 | The most reliable estimate is
Q17 | According to ISI method of measurement, the order of the sequence is
Q18 | Anti-siphonage pipe is connected to
Q19 | Pick up the correct statement from the following:
Q20 | Pick up the correct statement from the following:
Q21 | Pick up the correct statement from the following:
Q22 | Pick up the correct statement in case of water supply.
Q23 | The concrete work for the following part of the building of specified thickness is measured insquare metres
Q24 | The expected out turn of 12 mm plastering with cement mortar is
Q25 | The total length of a cranked bar through a distance (d) at 45° in case of a beam of effectivelength L, is