cement blocks siddesh

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CONTENTS (1) Introduction (2) Firm Profile (3) Product Profile (4) Methods of Construction (5) Marketing and Sales Promotion (6) Analysis of Survey Findings (7) Suggestions and Conclusion Annexes Questionnaire Bibliography 1

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Page 1: Cement Blocks Siddesh

CONTENTS

(1) Introduction

(2) Firm Profile

(3) Product Profile

(4) Methods of Construction

(5) Marketing and Sales Promotion

(6) Analysis of Survey Findings

(7) Suggestions and Conclusion

Annexes

Questionnaire

Bibliography

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Chapter – 1

INTRODUCTION

Introduction

Objective

Scope of the study

Methodology

Limitation of the Study

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INTRODUCTION

Shimoga is a city, which is growing in all trades at a

good speed. So as the construction industries too.

Hence in order to make this industry in par with other

developing cities in economy, faster construction

method the so called concrete blocks are the subjects

chosen to make people their mind towards the usage of

these blocks.

Concrete blocks are the composite mixture of

cement, sand and stone aggregates. In the year 1979

BSI approved the usage of concrete blocks. Economy is

the word, which sounds in everybody and anybody who

wants to build his house. Hence to achieve this hollow

blocks are the only solution.

As we need an alternative to every item hollow

blocks are the answer for the conventional bricks. Blocks

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are made in three grades namely Grade A, B and C. The

grade A and B are load bearing blocks. Grade C is non-

load bearing. Another material, which is now, used

masonry increasingly in the concrete blocks. The

reasons are being machine made mostly is more uniform

in dimensions, as greater degree of reliability and

quality, faster in construction.

Objectives of the study:

This project report on manufacturing and marketing

of hollow blocks has the following objectives.

To study the various construction material with their

implications on their economy.

To know about the alternate construction material and

implementation of these material practically.

To study the advantages and disadvantages over the

conventional materials which are being used.

To study the possible decrease of construction time.

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To suggest measures, to improve the performance of

both men and material.

Scope of the study:

The scope of this project report is confined to the

usage of new construction materials, comparison of

economy, various problems towards achieving efficiency

with the conventional materials, user-friendly aspects.

Methodology:

The date collected for the preparation of this

project report include both primary and secondary data.

Primary data has been collected from many

practicing engineers, professional qualified contractors,

consultants, manufacturers, and practical observations.

Secondary data comprises of journals, books,

magazines, and newspapers and IS code.

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Limitation of the study:

As this is more technical and professional subject, it

is rather difficult to deal and understand each and every

step of manufacturing of hollow blocks.

The inferences have been drawn and the

information collected from the firm.

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CHAPTER - 2

FIRM PROFILE

History and Nature

Financial Resources

Origination Chart

Numbers of workers working under the

factory

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FIRM PROFILE

History and nature of Factory

History of Factory

Athani Concrete Blocks is situated in

Bommankatte, i.e., via Keerthi Nagar, Shimoga and

office R.M.R. Road, Durgigidi, Simoga.

In the year 1994, July the project was filed and

applied to the bank. And in the middle of September

1994, the bank sanctioned the term loan for the

placement of orders of machinery. The machinery,

electrification, commissioning were arrived and started

the trial production at the end of November 1994. And

finally in the 1994 December, the production was

commercially started.

Now it has developed wide market with the help of

good relation with public and leading civil engineers,

builders and contractors in and around shimoga.

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Office: R.M.R Road, Durgigudi, Shimoga 577 202

Phone : 08182 - 226159

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Nature of Factory: -

The Athani Concrete Blocks manufactures are

manufacture- two kind of blocks they are

(1) Hollow Concrete Blocks &

(2) Solid Concrete Blocks.

The installed capacity is

8”*8”*16” - 1440 blocks per 6Hrs,

6”*8”*16” – 1800 blocks per 6Hrs,

4”*8”*16” – 2880 blocks per 6Hrs.

The total working days per months are 25days, in

a year; the Athani factory manufactures more than

36,72,000 blocks per year.

Athani Manufacturers cover

(1) Shimoga district,

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(2) Chickmagalure,

(3) Hassan district,

(4) Devangere district, and other cities.

The sizes of concrete blocks manufactured by

Athani factory are as follows: -

(1) 8”*8”*16 - 45%

(2) 6”*8”*16 - 43%

(3) 4”*8”*16 - 12%

The raw materials required for the manufacturing

of concrete blocks are – cement, jelly, quarry dust, sand

and water.

The Regular Manpower Working –

(a) Machine Operator – 2

(b) Concrete Mixing Operator – 1

(c) Trolley Operator – 2

(d) Loaders for mixer – 4

(e) Curing Purpose – 2 (female)

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(f) Supervisor and technicians

The minimum area (Platform) required is –

50”*100”

Organization Chart

Proprietor

Supervisor Supervisor

Storekeeper Storekeeper

Skilled Labors Unskilled Labors

(a) Masons (a) Helper

(b) Mortar mixers (b) Waterman

(c) Machine Operators (c) Male coolies

(d) Drivers (d) Female coolies

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Manpower recruitment: -

Following are the labors – Supervisory and personnel requirements for the unit

Sl.No.

Labors-supervisory

Number of workers

Total Rs./month

1 Supervisor @ 3500/month

1 3,500

2 Machine Operator @ 1,200/month

2 2,400

3 Mixer Operator @ 1,200/month

1 1,200

4 Semi skilled operator for moldings machine and mixer (sandy) @ 1,000/month

1 1,000

5 Unskilled workers Molding

machine Mixer Batching Curing HandlingEach at Rs. 900/month

22834

1,800 1,800 7,200 2,700 3,600

Total 24 25,200

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Financial Resources: -

The following were the major activities in the

implementation of this management unit. –

a. Preparation of Project

report and filing of loan

application to bank

July 1994

b. Sanction of term loan from

bank and placement of

orders for machinery

Mid September

1994

c. Arrival of machine End October

1994

d. Commercial Production December

1994

The following were the major activities in the

implementation of this manufacturing unit-

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Cost of the project and means of finance (Rupees in lakhs) I. Land Own II. Plant and Machinery

(a) Machinery(b) Rain and Moulds(c) Mixer(d) Electrification(e) Generator (20Kva)

1.93 0.35 0.45 1.50

III. Vehicle 5.85 IV. Civil works

(a) Godown for cement store

(b) Platform for pressing

(c) Water supply for curing

0.50 2.50 0.055

V. Bore well 0.70 VI. Deposits with telephone 0.04 VII. Preliminary and pre operative Expenses

0.20

VIII. Interest during implementation 0.20 IX. Contingencies @ 5% on office And Machinery

0.24

X. Working capital 5.08 XI. M/s on fixed deposits 1.13 Total cost of the project 21.22 Proprietors investment – 25% 05.31Bank Loan – 75% = 15.91

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Explanatory note on cost of the project: -

(1) Plant and Machinery

The estimated cost of plant and machinery works

out to Rs. 4.04 lakhs.

(2) Miscellaneous fixed assets

It is proposed that to procure office equipment’s

table, chairs, almirahs etc, a sum of Rs. 25,000 is

provided for this purpose in the project cost.

(3) Deposit with telephone

A sum of Rs. 4,000 is earmarked in the project

costs towards deposit to be 0paid to telephone

department.

(4) Preliminary and pre operative expenses

A sum of Rs. 20,000 is included in the project cost

to cover the following expenses like traveling, service

charges towards the preparation of feasibility report,

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printing, stationery, postage, telephones and other

miscellaneous expenses.

(5) Interest during implementation

A sum of Rs. 20,000 has been provided towards

interest during the pre-commission period.

(6) Contingencies

A sum of Rs. 24,000 (5% on plant and machinery) is

included in the project cost in order to take care of

unforeseen expenditures and also escalation in prices

and

Machinery.

(7) Working capital margin

The working capital requirement is utilization has

been worked out and is given vide annex-

The working capital margin is based on 1-month

requirement of raw material like Portland cement and 2

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weeks requirement of other raw material viz., sand and

jelly, 3 weeks goods in process, 2 weeks finished goods

in stock, 1 month bills receivable and 1 month working

expenses.

(8) Proprietor Contribution

The proprietor’s contribution works out to Rs.

5,31,000, which is 25% of the cost of the project. This

has also been included in the means of finance.

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CHAPTER - 3

PRODUCT PROFILE

Production and Manufacturing of H.C.B.

Particulars of the product

In fracture of the product

Process Details-Hollow Concrete Blocks

Requirement of Raw Materials & Consumables

Cost of Production

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PRODUCT PROFILE

Production and Manufacturing of Hollow Concrete

Blocks

The raw material viz. Sand, Portland Cement,

Quarry Dust, Jelly, Granite aggregates are mixed in the

required proportion with adequate water in the hydraulic

concrete mixer. The concrete mix is fed to the “Minato”

molding machine, which moulds the concrete mix into

concrete blocks on the casting yard as per the mould,

fitted on the machine. After each lying of the blocks, the

machine moves forward for next laying. These blocks

are left on the yard for a period of 24 hours of initial

setting and later the blocks are stacked to 6 to 8 layers

for curing, sprinkling water for the period of 21 days and

left for drying for a period of one week does curing.

After curing the blocks are removed from the curing yard

for dispatch.

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The technology of manufacture cement hollow

concrete blocks is in vibratory compaction and “Egg

laying’’ type which comes along with the molding

machine.

Process flow chart for the Hollow Concrete Blocks

are given below

Matching of raw materials

Mixing in concrete mixer with water

Molding a blocks

Stacking for curing

Dispatch of finished goods

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Requirement of Raw Materials and consumables:

The Major raw materials required are Portland

cement, sand, and granite, aggregate: -

(1) Portland Cement:

The requirement of Portland cement will be about

9,330 bags for 4.50 lakhs Hollow Concrete Blocks of the

given product mix. Presently Portland cement is

available in the open market from dealers as well as

from the manufacturers as non-lavvy cement. The

landed cost of cement at the works is -

175+ 25 (12.5% VAT)

Total= 200 per bag

(2) Sand: -

The requirement of sand will be about 58.135 cft

for 4.50 lakhs hollow concrete blocks of the given

product mix. The sand is available from the nearby river

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beds and the transportation cost will be minimum and

ten the cost of sand is Rs. 5 per cft.

(3) Granite aggregate:

Granite aggregate of size 10mm and below is

required to an extent of 69,695 cft for 6 lakhs hollow

concrete blocks of the given product mix.

(4) Other Consumable:

The consumable are oil, grease, cotton, and waste

etc. that are required for cleaning the moulds etc. The

lump sum provision of 1% of 23,86565 has been made at

100% capacity utilization.

The requirements of the above raw materials

have been worked out at recommended concrete mix of

1:5:6: for hollow concrete blocks and also taking into

account 2% breakage and wastage in the process as

recommended by the manufacturer of the machinery

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Annual requirements of raw materials and consumables at 100% capacity

utilization:

Sl.No

.

Materials Quantity Price Total

1 Portland

cement

9330

bags

135/bag 12,59,55

0

2 Sand 58,135cf

t

5/cft 2,90,67

5

3 Granite

aggregate

69,695cf

t

12/cft 8,36,34

0

Total

Other

consumable

at 1%

23,86,56

5

23,86

5

Total 24,10,43

0

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Total requirement of concrete at 100% capacity

utilization: -

No. Of blocks: - 3,82,500(per year)

Sl.No

.

Block

size

Quantit

y

Concrete

requirement

per block cft

Total

requirement

of concrete

cft

1 8”*8”*16 1,46,000 0.36767 53,679.82

2 6”*8”*16 73,000 0.2524

6

18,429.

58

3 4”*8”*16 73,0

00

0.1682

8

12,284.

44

4 Other solid

blocks

73,0

00

0.1682

8

12,284.

44

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Explanatory solution: -

(1) Size: – 8”*8”*16 (30mm shell thickness) Volume = Volume of blocks-volume of voids

= 16,000-(5.5cm*15.5cm*17.0cm) 4cc

= 16,000-5797cc

= 10,203cc

= 0.3603155cft

Assuming 2% wastage, -- The requirement of

concrete for the above size block = 0.36767cft

(2) Size: -6”*8”*16 (22mm shell thickness)

Volume= Volume of blocks-volume of voids

= 1,200-(4.2*17.8*16.7) 4cc

= 1,200-1,994cc

= 7,006cc

= 0.2474145cft

Assuming 2% wastage, - 0.25246cft concrete per

block

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(3) Size: - 4”*8”*16 (22mm shell thickness)

Volume = Volume of blocks-volume of voids

= 8,000-(5.6*17.8*16.7) 4cc

= 8,000-3,330cc

= 4,670cc

= 0.1649194cft

Assuming 2% wastage - 0.16828cft concrete

required per block

For 353cft of ready concrete in the ratio 1:5:6, the

requirement is 28.25 bags of cement, 176cgt of sand

and 2121cft of granite aggregate. Hence the total

requirement of raw material at 100% capacity is as

follows—

Cement = 09,330bags

Sand = 58,135 cft

Granite Aggregate = 69,695 cft

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Particulars of the product: -

(1) Capacity

The capacity of proposed unit will be to produce

1,500 hollow concrete blocks per day of 8 hrs shifts. It is

assumed that the plant functions for 300 days in a year.

This capacity is decided by the block-molding machine

(capacity – 200 blocks per hour of size 8”*8”*16”) in

case of hollow concrete blocks.

(2) Economic factors

The proposed unit has been envisaged in tiny scale

units, the capacity of the entrepreneur to invest and

here managerial capacity. A unit of above-mentioned

capacity has been found to be an economically viable

size.

(3) Nature of products

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Normally hollow concreter blocks are produced in

two ranges of shell thickness of 22mm and 30mm.

Indian standards institutions has brought out on issued

vide is 2185-1967, further revised as is 2185-part 1 in

1979. Prescribing requirements regarding dimensions,

tolerances, material surface-texture, mix visual

examination and other physical requirements for load

bearing hollow concrete blocks.

(4) Product Planning

The unit envisages operating a single shift basis

with and working hours per day. The machines are so

balanced that none of the machine are kept idle. The

utilized capacity is proposed to be built unto maximum

of 80% from the third year and onwards with 66.66%

capacity utilization in the first year and 73.33% capacity

utilization in the second year of operation.

(5) Marketing Demand

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Based on the general demand pattern, the

following product mix is assumed in working out the

project report.

Concrete Blocks

Hollow Concrete Blocks Solid Concrete Blocks

(a)8”*8”*16 – 55% (a) 8”*8”*16 – 40%

(b)6”*8”*16 – 45% (b) 6”*8”*16 – 35%

(c) 4”*8”*16 – 00% (c) 4”*8”*16 – 25%

100% 100%

Cost of Production: -

Cost of Production & Profitability

Cost of production, profitability and cash flow has

been projected for period of 8years from the

implementation of the project and the same are given.

From this projection, it is evident that the unit will be in

a position to pay back borrowings comfortably.

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Sl.No. Size per block

Weight per block

Rate per block

1 8”*8”*16” 23kgs Rs.13.002 6”*8”*16” 18kgs Rs.11.003 4”*8”*16” 18kgs Rs.11.00

Explanatory note on cost of production and

profitability: -

(1) The unit will be operating at a capacity utilization of

70% in the first year of operation, 80% in the second

year of operation and 85% from 3rd year and onwards.

(2) The cost of raw material and consumables has been

calculated in previously.

(3) Labor and supervisory charges are assumed to

increase every year by an amount equal to 5% of

salaries of the first year and the provision of 20% of

salaries is made towards social benefits.

(4) A lump sum provision of Rs. 10,000, 12,000 and

15,000 is made towards repairs and maintenance of

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plant and machinery for the first, second and third

year of operation respectively.

(5) A provision of Rs. 4,000 is made towards taxes.

(6) A sum of Rs. 9,000 is also provided towards

insurance on plant and machinery.

(7) A provision of Rs. 8,000, 10,000 and 12,000 is

made towards miscellaneous expenses for the first,

second and third year of operation respectively.

(8) A sum of Rs. 5000 is provided towards profession

and consultancy fees in each year of operation.

(9) A lump sum provision of Rs. 5,000, 7,000 and 9,999

is made towards postage telegram and telephone

expenses for the first, and second and thirds year of

operation respectively.

(10) A sum of Rs. 20,000, 25,000 and 30,000 is provided

towards selling and distribution overheads during first,

second and third year of operation respectively.

(11) The rate o interest on term loan is taken at

14.5%per annum

(12) An interest rate of 15% per annum is taken on

working capital loan.

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(13) Depreciation on plant and machinery is taken at

13.57%.

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Chapter – 4

Methods of Construction

Methods of Construction

Traditional Wall construction

Puddle soil construction

Unburnt Bricks Construction

Burnt Bricks Construction

Bamboo reinforce mud wall

Introduction of Hollow Blocks in structures

Advantages and disadvantages

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Methods of Construction

Methods of Construction

In an ancient time in Shimoga traditional wall

construction is the only the way of construction of the

buildings, house and other walls. Now a day some of

the other materials are available in use for the new

construction. Concrete Blocks, Clay Hollow Bricks, Table

Molded Bricks, are the new constructional materials.

Hence it is essential need to under stand the other

Traditional as well as Modern Methods that adopted by

our people from the long time. Some of the other

constructional Materials are as follows.

Soil has been used extensively as a material for

wall construction in traditional houses in India and

abroad. It is one of the material that easily available in

every place and low cost and other factors lead to it’s

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wide spread in allover India. And also some of the other

traditional wall construction are easy/simple and they

are acquired their importance every were.

Soil is used in various forms for wall construction

like—

(a) Puddle Soil,

(b) Unburnt bricks,

(c) Burnt bricks,

(d) Bamboo reinforced mud.

Traditional wall constructions

(a) Puddle Soil Construction: -

In this type of construction there are mainly two

activities-soil preparation and construction of the wall.

The soil preparation consists of mixing the appropriate

quantity f water with the soil to get a consistency such it

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can be easily puddle. Some times chopped paddy straw

or some grasses are added. This mix is use for

constructing the wall. The thickness of the wall varies

between 1.5 to 2.0 feet. The height of the wall raised

per day will be around 1.0 to 1.5 feet. For the

construction of such walls no special skills and tools are

required.

The major disadvantages of this type of

construction are:

(a) The wall becomes very thick leading to the

reduction of available floor space.

(b) Susceptibility to erosion, when exposed to rain.

(c) Needs frequent maintenance.

(b) Un burnt Bricks construction: -

Unburnt bricks are often used for construction of

wall of houses with light roofs such as tiled and thatched

roofs. There are bricks made by using wooden moulds

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and bricks made by cutting a sheet of soil into blocks.

The former type is most commonly used.

(1) Preparation of un burnt bricks using wooden

mould:

These bricks are made on fairly level ground. The

soil and water are mixed thoroughly, such that the soil is

in plastic state and easily workable.

This plastic soil is then dashed into a wooden mould

and kept on the level ground. The top of the mould is

finished with hand and it is then immediately removed

leaving the fresh bricks on the ground. This process is

continued. The bricks are left on the ground for a day or

two for drying. Then these bricks are stacked and dried

in sun for few more days before using for construction of

walls. The wooden moulds used will have two

compartments to permit moldings of tow bricks at a

time.

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The size of these bricks will be

23cm*11.4cm*7.5(“9*41/2*3’’). The walls constructed

with these bricks will normally have a minimum

thickness of 34cms(13.5inches). These walls are

normally constructed using mud mortar.

(2) Unburnt Bricks made without using wooden

moulds: -

In this case the plastic soul (prepare by thoroughly

mixing water and soil) is spread on the fairly level

ground in the form of a sheet of uniform thickness. This

sheet of soil is then cut into blocks by slicking in two

mutually perpendicular directions using a knife. These

blocks are slightly bigger in size than unburnt bricks

made by using wooden moulds. After drying in sun for a

few days the blocks will be ready for wall construction.

These walls are also built using mud mortar.

The Major disadvantages are: -

(1) Poor erosion resistance against rain,

(2) The walls need frequent maintenance and

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(3) The walls are thick leading to sacrifice of available

floor space.

(c) Bamboo reinforces mud walls: -

The bamboos of 1-to12.0cms diameters are stacked

until the foundation at spacing of 60cms. Bamboo of

smaller diameter (3cm) is interwoven with the vertical

bamboos. This arrangement roughly resembles a grid.

The space between horizontal bamboos will be around

15cms this forms the main structure of the wall. The

plastic soil (soil mixed with water thoroughly) is pressed

by hand on wither side of the bamboo grid, such that if

penetrates well into the interstices of the bamboo grid,

This whole bamboo supporting structure is curved with

sol this is completely built by hands without using any

tools. This type of wall construction is faster compared

to the puddle soil construction the wall thickness will be

approximately 20to30cms. This method of construction

is similar to wattle and daub construction.

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The major disadvantages are: -

The bamboo’s supporting structure inside the wall is

susceptible to termite attach,

Poor erosion resistance against rain,

Needs frequent maintenance and

Bamboo has become scarce and costly.

Modern Method of Construction

Burnt Brick Construction: -

Burning at high temperature renders the soil

immune to strength loss saturation ad suppresses the

erosion resistance. Burning has been practiced since

ancient times to improve the properties of building

materials such as bricks and tiles. The performance of

well-burnt bricks used for wall construction. They are

country Bricks and table molded bricks. The process of

manufacturing differs with each type: -

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Country Bricks: -

The preparation of these bricks is similar to that of

unburnt bricks, as explained earlier. These are burnt

after drying in sun for a few days. The burning is carried

out in clamps using firewood; Sometimes coal is also

used for burning. The bricks and the firewood are

stacked in alternate layers in clamps. Each bricks (size

2cm*11.4cm*7.5) consumes about 0.32kgs of firewood.

This is equivalent to 2kwh of thermal energy. Mud

mortar or cement mortar can be used for the

construction of wall thickness will generally be

34cms(13.5inches).

Table Molded Bricks: -

The preparation of these bricks is almost similar to

the country bricks. Here metal moulds are used and the

bricks are prepared on table. The fresh bricks are

immediately removed from the table and stacked in a

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different place for drying. These bricks are burnt in

bulls’ trench kilns. In these kilns the heart lost during

cooling of the bricks is utilized for preheating of the next

set of bricks. Hence these kilns have a better thermal

efficient than clamps. Normally coal is used as a fuel in

such kilns table molded bricks consumed about 0.20kgs

of coal per bricks. The table-molded bricks have better

shape and strength compared to country bricks. Mid

mortar or cement mortar can be used for the

construction of walls using these bricks.

Even though the performance of burnt bricks wall

is quite satisfactory, the bricks consume significant

amount of fuel energy. The energy crosses emphasizes

on conservation of firewood and coal. Hence

constructing bricks houses alone cannot satisfy the

present housing demand.

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Advantages and Disadvantages Bricks: -

Advantages: -

No specific skilled labor is required, as it is of the

oldest construction methods in practice,

Size and Weight are convenient for picking up,

placing,

It can be cut to any shape with very little effort and

most of the times, it is cut by trowel only,

Defects in masonry are easily rectifiable,

Maintenance is easy,

It can be used most conveniently; brick wall can be

used as load bearing walls,

Reasonably resistant against fire, chemicals, weather

and insects,

Modular construction is possible with less effort,

Elevation treatment is possible with special kind of

bricks,

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Very easy to chase the wall for laying electrical and

water supply conduits,

Walls can be nailed.

Disadvantages: -

In the manufacturing process of bricks, earth is the

chief raw material. Hence the fertile earth is being

used.

To manufacture bricks, for burring charcoal and coal

are being used. Hence smoke is lot, thereby less

environmental friendly,

Since most of the bricks are manufactured

conventionally, the dimensions Are non-uniform,

Labors intensive,

Cement mortar consumption is high, as number of

joints is more.

Direct use of soil (without burning) for construction

in any of the explained above has explained above has

certain disadvantages. The performance of these walls

is not every satisfactory. The performance of burnt

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bricks wall is quite satisfactory. However burnt bricks

consume significant amount of fuel energy.

Introduction of Hollow Concrete Blocks

Hollow Concrete Blocks are mainly used in framed

structures for walls in high rise buildings, industrial

sheds and temporary structures like compound walls,

labors shed etc. Even though the load bearing Hollow

Blocks can be manufactured.

There is no demand in the market for these blocks

as still people are under the pressure that they are weak

as they are hollow. Hence in this aspect to make the

usage of these blocks in structures, there is a market

need to convince people and make them to make their

mind to use these blocks for individual houses also.

Advantages and disadvantages of Hollow Concrete

Blocks: -

Advantages:-

They are more uniform in dimensions, quality and

strength,

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Builders concern about quality and reliability of supply

is lessened as most of the block manufactures are

from organized trade,

Usage of mortar is less, as a number of joints are less,

Less weight for a given volume of masonry,

Plaster is not necessary if, quality of workmanship is

good,

Offers greater resistance to heat and sound

transmission,

They are economical,

Less labor intensive,

Since the raw materials is cement, sand and

aggregates, no wastage of fertile earth,

As there is no coal and charcoal being used, it is

environmental friendly.

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Disadvantages: -

(1) Being hollow it is difficult to repair,

(2) It cannot be used for elevation purposes,

(3) Difficult to pickup and place in position as the sizes

are large,

(4) It cannot be used for load bearing structures

without getting special kind of blocks,

(5) Recession for electrical and water conduits is

practically not possible.

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Chapter – 5

MARKET POTENTIAL

Demand And supply

Marketing and Distribution

Market Arrangement

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MARKET POTENTIAL

Demand And Supply

It has been estimated that the housing requirement

cater to the net addition in the population in the seventh

plan period will be 16.2 million dwelling units which over

and above the already existing backlog of 24.7 million

dwelling units (2005). In addition to this, with growing

impacts given to industrialization, the demand for

construction from the commercial sector is also on the

increase. If, these requirements are to be met, it will

demand a production of 55, 00 corers of bricks by 2005.

For making first class burnt clay bricks, clay soil of

Celtic aluminum are best suited. The alluvial belt

suitable for making good quality bricks is mainly

confined to the plans of North India. Other area,

excepting isolated pockets near to the coastal region,

are comprised of different grades of black soils, red soils,

or laetrile soils which are either unsuitable for making

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bricks or render bricks of poor quality. Black soils and its

derivatives and mixture do not make good bricks, as

these soils swell enormously when wetted and

consequently shrink upon drying producing cracks in the

bricks. Wet soils are of low plasticity and succumb to

lime bursting upon firing. The laterite is non-plastic and

can not be molded in plastic form. Due to this the bricks

produced in the states of Madhya Pradesh, Maharashtra,

Andhra Pradesh and Tamil Nadu are of poor quality

having a comprehensive strength of 30kgs per sq.cm,

compared to the strength of 70kgs per sq,cm and above

for the bricks manufactured I the northern region.

Coal is another important input for the manufacture

of bricks and this important input is becoming scarce

and costly which inturn results in the frequent hike in the

cost of bricks.

Hollow concrete blocks being a variable alternative

for bricks can easily capture the market for bricks, due

to its superiority and easy availability compared to that

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of bricks. It is interesting to note that a good number of

cement plants are situated in areas identified as having

soils unsuitable for making good bricks. In such areas,

the proximity of the cement plant ensures regular supply

of cement to the units manufacturing these blocks. Also

the quality of the burnt bricks available in these areas

being poor the concrete blocks can compete as a

suitable walling material.

The estimate on production and demand for burnt

clay bricks show that the demand and supply gap will

persist for years to come. Also even though housing

activity is more intense around union centers the brick-

manufacturing unit are pushed away for urban areas due

to scarcity of suitable and resulting in shortage leading

to high prices in certain urban areas in particular,

Shimoga.

The substitution of brick by hollow concrete blocks

has been cosseted due to inconsistent capacity of

conventional bricks are savings in material viz. steel and

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cement on an account of use of cement hollow concrete

blocks. This saving in cement at the construction site is

on an account of lesser thickness of plastering required

on the wall constructed of hollow concrete blocks. There

is also saving in steel due to lighter weight of the hollow

concrete blocks as compared the conventional burnt

bricks, which results in reduction in loading on the

columns and beans in a framed structure. The resultant

overall savings will be of the order of 30% to 40% in the

masonry and hence preferred in the construction of

buildings. There is an additional desirable quality of

hollow concrete blocks i.e. heats insulation. This

property is accomplished on account of air packets I the

cavities of the hollow concrete blocks which act as the

isolations.

On the basis of the market data collected from the

experts in the field it was found that about 1.60 lakhs of

hollow concrete blocks are required every month for

construction activity in and around Shimoga.

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This primarily includes demand arising from the

commercial sector like office structure and business

shops.

Market information reveals that hollow concrete block

utilization by residential individual houses is less.

Presently hollow concrete blocks are being used

effectively for the construction of factory sheds,

compound walls, multi-storied buildings and very little

household construction. How ever due to increased

shortage and poor quality of bricks the demand from the

household sector is also on the increase.

Presently there are about five manufacturers of

hollow concrete blocks in Shimoga district. In addition to

this three other manufacturers will be shortly setting up

plants in the near future. The present installed capacity

is 5 lakhs of hollow concrete blocks per annum. Taking

into account the fact that the manual machines run at

40% efficiency.

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The demand being 1-lakh hollow blocks per month, it

is clear that there exits a gap between supply and

demand. The proposed unit could function to fill this gap

partially to certain extent.

Marketing and Distribution

Presently, there are as such no middlemen in the

distribution process. The contractors place the order

directly to the manufacturers and the delivery is made

directly to the site. It should be noted that there is no

competition growing in Shimoga and no necessity to do

some marketing to push the product I the market. One

important aspect of hollow concrete blocks is that the

public contractors have gradually accepted the concept.

Market Arrangements: -

As mentioned earlier, the construction activity of

residential and commercial buildings are increasing day

by day on account of non-availability of local bricks or

good quality bricks in and around Shimoga.

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The sudden spurt in construction activity coupled

with the preferential acceptability of hollow concrete

blocks over bricks has created a gap in demand and

supply. Hence there is good scope for the unit.

The proprietor has good public relations and contacts

with many of the leading civil engineers, builders and

contractors in and around Shimoga an hence no problem

is envisaged in marketing hollow concrete blocks.

The proprietor intends selling hollow concrete blocks

at Rs.13.00for 8”*8”*16” 11.00 for 6”*8”*16”Rs.11.00

per block of 4”*8”*16” size which is lesser than the price

of market leader thus gaining customer preference for

this product.

It is proposed to appoint an experienced sales officer

on commission basis whose duty is to travel extensively

to procure orders for the unit.

The proprietor has also planned to offer an attractive

package of incentives to the contractors, which will

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motivate them to place their orders with the proposed

unit.

Demand and Supply of Hollow concrete Blocks during last four years:

year

Particulars

2005 2004 2003 2002

Production 1,42,458 1,38,250

1,39,352

1,25,500

Demand 1,50,000 1,00,000

1,20,500

1,05,000

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Chapter -6

Analysis of Survey Findings

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Analysis of Survey Findings

Today as we all very well known “ Consumer is the

King”. In the market, he is the judge and the final

decider for the product to purchase or not. Because he is

the final consumer satisfaction should be ultimate aim of

the producer and the marketer consumer interest should

be taken into consideration while taking decisions.

However it ids clear that consumer is the one and all for

all the area.

The total number of Blocks user is interview by this

survey the result is more than 87 respondents were

selected on a random basis in different areas. It was

observed that Hollow Concrete Blocks was famous

enough with masses and most of them posses Hollow

Concrete Blocks competition mainly from Molded

Bricks , Burnt Bricks, and other kind of Bricks

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1. Table showing respondents occupation

Occupation No. of respondents Percentage

s

Government

servants

46 53

Businessmen 27 31

Agriculturist 04 05

Others 10 11

Total 87 100

Analysis: From the above table it is clear that number

of respondents from the side of government servants

and then the businessmen occupies the second place in

the respondents area.

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Graph showing respondents occupation

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2. Table showing Income group

Income No. Of

Respondents

Percentage

Below – 5000 25 32

5000 – 10000 30 40

10000 – 25000 15 19

Above - 25000 7 9

Total 87 100

Analysis: The above clearly and numerically suggest that

maximum number of persons from the second groups

only.

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Graph showing Income group

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3. Table showing type of bricks used

Type of bricks No of

respondents

Percentage

Bricks 33 38

Hollow Concrete Blocks 44 51

Unburnt Bricks 03 3

Solid Concrete Blocks 07 8

Total 87 100

Analysis: From the survey it is clear that maximum

number of respondents used the Hollow Concrete Blocks

only and then the Bricks occupies the second place in

the table.

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Graph showing type of bricks used

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4. Table showing reasons for buying Hollow Concrete Blocks

Reasons No.of Respondents Percentages

Less in price 55 63

Quality Others 12 14

Uniformity in size

of blocks

9 10

Others 11 13

Total 87 100

Analysis: Maximum respondents prefer only less in price.

From the above table it is clear that the second higher

group will be quality respondents.

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Graph showing reasons for buying Hollow

Concrete Blocks

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5. Table showing the Special feature for buying

Athani Concrete Blocks

Special feature No.of Respondents Percentages

Low price 27 31

High performance 33 38

High quality 20 23

Others 07 8

Total 87 100

Analysis: From the above table it is clear that the

customer of the above firm identified the performance of

the firm as compared to other quality.

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Graph showing the Special feature for buying

Athani Concrete Blocks

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6. Table showing on what basis or what made to

buy Athani Concrete Blocks

Factor No. of respondents Percentage

Goodwill of the

company

09 10

Service provided

by the company

45 53

Price 16 18

Service quality 10 11

Other factors 07 8

total 87 100

Analysis: Maximum respondents came buy the Blocks

on the basis of service provided by the Athani Concrete

Blocks.

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Graph showing on what basis or what made to buy

Athani Concrete Blocks

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7. The table showing satisfaction about Athani

Concrete Blocks

Particulars No.of

respondents

Percentage

Satisfactory 69

Not Satisfactory 18

Total 87 100

Analysis:The maximum numbers of respondents are

satisfied with service provided by the Athani Concrete

Blocks.

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The Graph showing satisfaction about Athani

Concrete Blocks

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Chapter – 7

SUMMARY, SUGGESTIONS AND CONCLUSION

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SUMMARY, SUGGESTIONS AND CONCLUSION

Summary:

The survey has been conducted to different kinds of

sectors.

Customer according to them occupation monthly

income types of bricks reasons, factors influence to

purchase, advantages and satisfaction.

In occupation sector there are many types of

respondents like government servant Business and

others.

As per survey has been conducts government servant

are majority of respondents of 45% and next to him

businessmen, agriculture, other respectively

30%,15%, 10%.

As per survey of monthly income the people majority

are will as to buy the bricks are who earn income from

5000-10000 means 60%of respondents

As per survey on the types of bricks used in people

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In that hollow concrete bricks are commonly used by

all that is 65%of respondents and reaming 35%is

other.

I studied about willingness of people to buy the Hollow

concrete bricks.

The most common attitude of human being are

concentration on price factor same in the case of

Hollow bricks 55%of despondence of on price factor

because it is tower in price.

As per survey of publicity the people were current

know about Athani Association by the held of

engineers [i.e 45%] and reaming were came to know

from advertisements, friends, goodwill, others.

At lost advantages of bricks advantage in the people

set good and strong quality of bricks, which gives long

life to buildings and secondary factor of low price.

If we see throughout out the table of survey on an

average the people who gave positive response

towards Hollow bricks is 80% and they are satisfied

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and remaining are unsatisfied because of some

reason may be transport, price, advertisement ect.

Suggestion

It ha to maintain to supply the concrete blocks as

early as possible door delivery

It has to make mere advertisement to Know the

firm’s popularity

It is to be made easily available to the poor class

with low price as far as possible

Blocks should be readily available in large numbers

and blocks should be made available by door

delivery

Smaller width blocks could be more useful for walls

By reducing the quantity of dust and increasing in

quantity of cement helps the blocks in better

strength and also useful for load bearing walls.

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To rise the portion of ingredients and thus helps to

use for multi storied buildings

It needs vast publicity to show and demonstrate the

work at size, so that, common people can use this

It should maintain uniform size and specifications

The manufacturer of Hollow Concrete Blocks. Experts

in the field engineers, technician, and traders can be

asked to gather for symposiums. The different

aspect of improving the quality, strength,

marketability, and popularity of Hollow Concrete

Blocks can be discussed so that it could be

competitor for the traditional burnt bricks.

Conclusion

I hereby conclude by saying that Hollow Concrete

Blocks will be ultimate in construction technology in the

near future and construction without it will be inevitable.

It has been a great experience to work with the

proprietor of Athani Concrete Blocks. I have really

enjoyed doing this project. Thank you one and all.

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Annexes

Questionnaire

Bibliography

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Questionnaire

Dear Sir or Madam:

I am a student of Sahyadri arts and Commercrce

collage Shimoga-577203 studying in final year BBM for

the academic year 2008-09 for the partial fulfillment of

my course. I am conducting the survey on the

Marketing Of Hollow Concrete Blocks -a case study

of Athani Concrete Blocks, Shimoga and preparation of

project report. Therefore I request you to spend for me a

few minutes to answer the question in the questionnaire.

Thanking you,

Yours faithfully,

SIDDESHA.N.C1. Name :

2. Address :

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3. Occupation :

Government Servant [ ]

Businessman [ ]

Agriculturist [ ]

Others [ ]

4. Monthly Income

Below – 5000 [ ]

05000 – 10000 [ ]

10000 – 25000 [ ]

Above 25000 [ ]

5. Have you ever involved in construction of any

premises?

Yes [ ] No [ ]

6. If yes, what type of Bricks you have used?

Burnt Bricks [ ]

Unburnt Bricks [ ]

Hollow Concrete Blocks [ ]

Solid Blocks [ ]

Others Please Mention -------

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7. Have you ever used Hollow Concrete Blocks?

Yes [ ] No [ ]

8. If yes, which of the following factor you consider while

purchases Hollow Concrete Blocks?

Less in price [ ]

Quality Others [ ]

Uniformity in size[ ]

Others [ ]

9. What are the advantages and disadvantages you found in the bricks?

Advantages DisadvantagesUniformity in sizeStrengthMore savings Less Labour intensive Others

Difficult repaid More weightOthers

10. How do you come to know about Hollow concrete Blocks?

Advertisements [ ]

Friends [ ]

Engineers [ ]

Others [ ]

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11. In case you are planning to buy a Hollow Concrete

Blocks, which company would you prefer first?

12. Have you ever heard of Athani Concrete Blocks

Yes [ ] No [ ]

13. If yes, how did you come to know about it?

Advertisement [ ]

Goodwill of Company [ ]

Engineers [ ]

Friends [ ]

Others [ ]

14. Which of the following factor you consider while

purchasing Athani Concrete Blocks?

Goodwill of the company [ ]

Service provided by the company [ ]

Price [ ]

Good quality [ ]

Others [ ]

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15. Do you find any advantages in using Athani

Concrete Blocks ?

Yes [ ] No [ ]

16. If yes, what are the advantages you found

Low price High [ ]

Performance [ ]

High quality [ ]

17. If no, disadvantages are ?

High price [ ]

Bad service [ ]

Other, Please mention [ ]

18. Was the service provided by Athani Concrete Blocks

satisfactory

Yes [ ] No [ ]

19. If yes, Satisfactory level after using Athani Concrete

Blocks

Very high High Low Very lowCost of servicePrice levelSpeed of servicequality

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20. Would you recommend your friends/relatives to

purchase Athani Concrete Blocks, concrete Blocks?

Yes [ ] No [ ]

21. Suggestion for Improvement of Athani Concrete

Blocks, Blocks

---------------------------------------------------------------

Place:

Date:

Signature

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Bibliography

Marketing Management - Phillip Kotler Marketing Management - Sherleker Human Resource Management - B.S. Raman

Journals

1. Inside Outside – a magazine2. Architectural Design3. Building Materials

86