Estimation and Costing MCQ Quiz - Objective Question with Answer for Estimation and Costing - Download Free PDF

Latest Estimation and Costing MCQ Objective Questions

Estimation and Costing Question 1:

All works must be measured using which of the following tolerances?

1. Linear measurements must be taken to the nearest 0.01m
2. Areas must be measured to the nearest 0.1 square metre
3. Cubic contents must be calculated to the nearest 0.01 cube
4. Killogram should not be taken with 0.01 accuracy

Answer (Detailed Solution Below)

Estimation and Costing Question 1 Detailed Solution

In the booking dimension, the order shall be in the following sequence of length, breadth, and height or depth or thickness.

All work shall be measure net subjected to the following tolerance unless otherwise stated.

Estimation and Costing Question 2:

Using plinth area method, estimate the construction cost of a building having plinth area of 15 m 2 , if the plinth area rate is Rs. 2000/- per m 2 .

1. ₹25,000
2. ₹20,000
3. ₹30,000
4. ₹15,000

Answer (Detailed Solution Below)

Estimation and Costing Question 2 Detailed Solution

In the Plinth area method, the cost of construction is determined by multiplying the plinth area with the plinth area rate. The area is obtained by multiplying length and breadth (outer dimensions of the building).

Cost = Plinth area × Plinth area rate

Given: Plinth area = 15 Sqm and rate = Rs. 2000 Sqm

Cost of construction= 15 × 2000 = Rs. 30000/-

Estimation and Costing Question 3:

In the case of preliminary estimate prepared per unit basis, the service units to be considered for a school and hospital are respectively ___________.

1. classroom and bed
2. classroom and ward
3. bench and ward
4. bench and bed

Answer (Detailed Solution Below)

Estimation and Costing Question 3 Detailed Solution

Service unit method:

• In the Service Unit Method, the Service Unit indicates the most important unit in a structure. The entire structure is divided into a number of service units.
• The approximate estimate of the school building is prepared on the basis of the service unit and the service unit for the hospital is the bed.

The service units for various structures are given in the below table.

Estimation and Costing Question 4:

1. Item rate estimate
2. Rough estimate
3. Annual maintenance estimate
4. Quantity estimate

Answer (Detailed Solution Below)

Estimation and Costing Question 4 Detailed Solution

Types of estimates

1. Preliminary cost estimate

It is also called budget, approximate estimate. This type of estimate is prepared in the initial stage of a project.

2. Quantity estimate

Includes listing all the materials (items), required in order to complete the project. Cost is then calculated by multiplying the dimension of the plot/drawing by the rate of a particular item.

3. Revised estimate

When sanctioned estimate is exceeded by more than 5% either from rates being found insufficient due to change in price level or from any cause except important structural alterations.

4. Supplementary estimate

While a work in progress some additional works may be though necessary for development of a project which was not foreseen when the original estimate was framed, the estimate when prepared to cover all such works is known as supplementary estimate.

5. Complete estimate

An estimate of all the items which are related to the work in addition to the main contract or the detailed estimate.

6. Detailed Estimate (Item rate estimate)

A detailed estimate should have documents such as reports, specifications, drawings/plans, design charts and schedule of rates. It gives the most realistic cost of the project.

Estimation and Costing Question 5:

1. Cubical content method
2. Service unit method
3. Plinth area rate method
4. Revised estimate

Answer (Detailed Solution Below)

Estimation and Costing Question 5 Detailed Solution

Cubical Content Method:

• This method involves estimating the cost of construction based on the total volume of the building.
• It is a preliminary estimating method that calculates the cost by multiplying the total volume (length × breadth × height) of the building by a unit cost per cubic meter.
• This method is not detailed as it provides a rough estimate and does not account for individual components and their specific costs.

Service Unit Method:

• This method estimates costs based on a standardized unit of service provided by the facility (e.g., per bed in a hospital, per student in a school).
• It is another preliminary estimating method that uses average costs per service unit to derive the total project cost.
• This method is also not detailed as it relies on generalized unit costs rather than specific, itemized calculations.

Plinth Area Rate Method:

• This method estimates the cost of construction based on the plinth area (the area covered by the building at the floor level, excluding projections) multiplied by the plinth area rate (cost per square meter).
• It is a preliminary estimate that provides a rough idea of the construction cost but lacks the detailed breakdown of materials, labor, and other specific costs.
• This method is useful for initial budgeting and feasibility studies but is not considered a detailed estimate.

Revised Estimate:

• A revised estimate is a type of detailed estimate prepared to account for changes that have occurred during the course of a project.
• It involves recalculating quantities, costs, and other aspects of the project to reflect any modifications, price changes, or unforeseen circumstances that have arisen since the original estimate was prepared.
• This detailed approach ensures that the project remains financially viable and that adequate funds are allocated to complete the work as planned.
• Revised estimates are typically required when there is a significant deviation from the original scope, cost, or timeline of the project.

Top Estimation and Costing MCQ Objective Questions

Estimation and Costing Question 6

What is the quantity of cement (in kg) and of dry sand (in cubic meter) respectively required for preparing 1 cubic meter of wet cement mortar of 1 : 5 proportion?

1. 270 and 1.00
2. 290 and 1.04
3. 290 and 1.00
4. 312 and 1.04

Answer (Detailed Solution Below)

Estimation and Costing Question 6 Detailed Solution

The following is parameters and properties of cement:

1. Bulk density of cement = 1440 kg/m 3

2. Specific gravity of cement = 3.15

3. Weight of one bag of cement = 50 kg

4. Volume of cement bag = 50/1440 = 0.035 m 3

5. Number of cement bags in 1 m 3 = 30 approx.

6. Volume of dry mortar is 30% more than the volume of wet mortar.

∴ The volume of dry mortar = 1.3 × volume of wet mortar

Calculation:

1 m 3 of wet cement mortar will correspond to 1.30 m 3 of dry mortar

Sum of proportions = 1 + 5 = 6

1 m 3 of cement = 1440 kg

So, 0.216 m 3 to cement = 312 kg

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Estimation and Costing Question 7

What is the lift of soil material for the canal shown in the figure?

Answer (Detailed Solution Below)

Estimation and Costing Question 7 Detailed Solution

Concept:

Lift of material:

• It is the vertical distance calculated from the ground level up to which the laborers have to excavate the soil and remove it for the standard rate.
• It is the average height through which the earth has to be lifted from source to the place of spreading or disposing.

Calculation:

The lift of soil material for the canal = \((1.50\ +\ 1.20) \over 2\) = 1.35 m

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Estimation and Costing Question 8

1. 1.60 cu m per day
2. 0.70 cu m per day
3. 0.25 cu m per day
4. 1.20 cu m per day

Answer (Detailed Solution Below)

Estimation and Costing Question 8 Detailed Solution

Explanation:

The expected out-turn of a stone cutter for an item of work “ Ashlar stone dressing” is 0.70 cu m per day and for flag stone dressing, it is 1.5 cu m per day.

Out-turn of work per day per mason to some extent according to the nature, size, height, situation, location, etc. In bigger cities where specialized and experienced labour is available the out-turn is greater than small towns and country sides.

The following may be taken as the approximate quantity of work or out turn or task for an average artisan per day.

Sr. No.

Particulars of items

Quantity/day

Brick work in lime or cement mortar in foundation and plinth

Brick work in lime or cement mortar in superstructure

Brick work in mud mortar in foundation and plinth

Brick work in mud mortar in superstructure

Brick in cement or lime mortar in arches

Brick in cement or lime mortar in jack arches

Half brick wall in partition

Coursed rubble stone masonry in lime cement mortar including dressing

Random rubble stone masonry in lime or cement mortar

Ashlars masonry in lime or cement mortar

Stone arch work

Lime concrete in foundation or floor

Lime concrete in roof terracing

Lime concrete 1:2;4

12mm (1/2) plastering with cement or lime mortar

Pointing with cement or lime mortar

White washing or colour washing coats - 3 coats

White washing or colour washing coats - 1 coat

Painting or varnishing doors or windows one coat

Coal tarring or soligum painting one coat

Painting large surface one coat

Distempering one coat

Flag store floor laying with lime or cement mortar excluding LC

Brick on edge in floor lime or cement mortar excluding LC

Brick bat floor as in above

Timber framing sal or teak wood

Timber framing sal or country wood

Door and window shutters paneled or glazed

Door and window shutters paneled or battened

Sawing hard wood

Sawing soft wood

Single allahabad tiling or mangalore tiling

Double allahabad tiling

Breaking of brick ballest 40mm (11/2”) gauge

Breaking of brick ballest 25mm (1”) gauge

Breaking of stone ballest 40mm (11/2”) gauge

Breaking of stone ballest 25mm (1”) gauge

Ashlar stone dressing

Flag stone dressing

Earthwork in excavation in ordinary soil

Earthwork in excavation in hard soil

Excavation of soil

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Estimation and Costing Question 9

1. 80 % - 95 %
2. 50 % - 65 %
3. 65 % - 80 %
4. 35 % - 50 %

Answer (Detailed Solution Below)

Estimation and Costing Question 9 Detailed Solution

Answer:

The carpet area of residential building may be 50 % to 65 % of the plinth area of building with a target of 65 %.

Carpet area of building is the useful area or liveable area or lettable area. This is the total floor area minus the circulation area, verandahs, corridors, passages, staircase, lifts, entrance hall, etc. and minus other non-usable areas as sanitary accommodations (bath and W.Cs.), air conditioning room etc.

For office building carpet area is the useable area and for residential building carpet area is the liveable area and should exclude the kitchen, pantry, stores, and similar other room which are not used for living purposes.

The carpet area of a building for any storey shall be the floor area excluding the following:

(a) Sanitary accommodation, (b) verandahs, (c) corridors and passages, (d) kitchen and pantries, (e) stores in domestic buildings, (f) entrance hall and porches, (g) stair cases and mumties, (h) shafts for lifts, (i) barsaties, (j) garages, (k) canteens, (l) air conditioning ducts and air conditioning plant room.

The carpet area of an office building may be 60 % to 75 % of plinth area of the building with a target of 75 %.

The planners should aim to achieve a target to 75 % of the plinth area. The carpet area of residential building may be 50 % to 65 % of the plinth area of building with a target of 65 %.