Monday, October 17, 2016

AUTOCAD PRINTING IN BOKARO STEEL CITY

DESIGN DESK
C -16, city center,
Sector IV, Bokaro Steel City - 827004,
Ph. No.-9572400155,
             8797906775
Design Desk has started a specialist large format digital printing solution catering to the needs of the architectural, engineering and construction industries of BOKARO STEEL CITY.They work for Builders, Construction and Architectural firms.
The main advantage is that they are in the heart of city, located in city centre sector-4,
Using the very latest in high-speed digital equipment they guarantee high-quality results on all your digital printing and document services.

PRINT

We print all sizes A4, A3, A2, A1, A0 & A0+ in Colour & B/W with good quality in the market at lowest price.

SCAN

We scan all size documents, i.e. A4, A3, A2, A1, A0 in colour and Black & White.

XEROX

We xerox Topo Plans, Big size Engineering Plans, Architectural Plans. etc.

CAD-PLOTTING-SERVICES

AO, A1, A2, A3 Size AutoCAD Printing / Plotting available with us in B/W format.

FAQ

Which file formats can you print from?
We can print from most formats, we require files in one of the following formats; .plt, .pdf, .dwf or .tif files.
How long does it take to print and deliver our materials?
We aim to print all the order the same day.It hardly takes 15 min for  A1 SIZE printout.
What exactly are A4, A3, A2, A1 and A0 sizes?
A4 is 210mm x 297mm
A3 is 420mm x 297mm
A2 is 594mm x 420mm
A1 is 841mm x 594mm
A0 is 1189mm x 841mm
Will you print my drawing to scale
We will print your drawing at the size you have ordered. Please mention the scale before placing order.
My drawing is not exactly 'A' size proportions, what size will you print it?
We will print it to the largest size possible, retaining its proportions, within the standard A size you have requested.

CAD-PLOTTING-SERVICES AO, A1, A2, A3 Size AutoCAD Printing / Plotting at BOKARO STEEL CITY-PH.NO.-9572400155



                  DESIGN DESK
C -16, city center,
Sector IV, Bokaro Steel City - 827004,
Ph. No.-9572400155,
             8797906775
Design Desk has started a specialist large format digital printing solution catering to the needs of the architectural, engineering and construction industries of BOKARO STEEL CITY.They work for Builders, Construction and Architectural firms.
The main advantage is that they are in the heart of city, located in city centre sector-4,
Using the very latest in high-speed digital equipment they guarantee high-quality results on all your digital printing and document services.

print

We print all sizes A4, A3, A2, A1, A0 & A0+ in Colour & B/W with good quality in the market at lowest price.

SCAN

We scan all size documents, i.e. A4, A3, A2, A1, A0 in colour and Black & White.

XEROX

We xerox Topo Plans, Big size Engineering Plans, Architectural Plans. etc.

CAD-PLOTTING-SERVICES

AO, A1, A2, A3 Size AutoCAD Printing / Plotting available with us in B/W format.

FAQ

Which file formats can you print from?
We can print from most formats, we require files in one of the following formats; .plt, .pdf, .dwf or .tif files.
How long does it take to print and deliver our materials?
We aim to print all the order the same day.It hardly takes 15 min for  A1 SIZE printout.
What exactly are A4, A3, A2, A1 and A0 sizes?
A4 is 210mm x 297mm
A3 is 420mm x 297mm
A2 is 594mm x 420mm
A1 is 841mm x 594mm
A0 is 1189mm x 841mm
Will you print my drawing to scale
We will print your drawing at the size you have ordered. Please mention the scale before placing order.
My drawing is not exactly 'A' size proportions, what size will you print it?
We will print it to the largest size possible, retaining its proportions, within the standard A size you have requested.

Monday, March 21, 2016

QUANTITIES OF MATERIALS REQUIRED FOR CIVIL / CONSTRUCTION WORKS

QUANTITIES REQUIRED   

 
  1. Plastering (CM 1:3)    = 1.50 bags / 10 m2
  2. Plastering (CM 1:5)   = 1.05 bags / 10 m2
  3. Ceiling Plastering (CM 1:3)   = 48 kg / 10 m2
  4. Brickwork (CM 1:5)  = 86 Kg / 10 m3
  5. Brick work (CM 1:6) 9" thick    = 80.64 Kg / 10 m3
  6. Brick work (CM 1:3) 4'/2" thick    = 15.46 Kg / 10 m3
  7. Lime for white washing    = 10 Kg/100 m2
  8. Painting    = l0 ltr/ 100 m2
  9. Distemper 1st coat    = 6.5 Kg / 100 m2
  10. Distemper 2nd coat    = 5.0 kg / 100 m2 
  11. Snowcem 1 st coat - 30 Kg I 100 m;
  12. Snowcem 2 nd coat - 20 Kg  100 m:
  13. Paint ready mixed one coat - 10 hr /100 m2
  14. Weathering Course - 7.68 Kg/m2
  15. Flooring —8.10 kg / m2
  16. Pressed tiles for weathering course (CM 1:3)- 7.68 Kg / m2
  17. Granolithic floor finish - 8.10 Kg/10m2

Saturday, July 18, 2015

Preparing for plastering and how to avoid plaster cracks

Plastering is the most important part of the finishing job in a building project, whatever error
made during plastering may be difficult to correct,because after it, is just to paint and fix
other accessories.
Plastering takes a lot of cement and is important the mix ratio quality is not reduced because
of the consequences.
Care should be taken right from the type of sand you ordered, bricklayers prefer the sticky ones
because they bond easily without applying too much power to splash the mortar on walls (though
this does not automatically means is the best to use.)
The sand must be clean, should not have dirts, and any sand with dirts should be sieved.
As said adequate numbers of cement with standard cement and sand ratio should be maintained.
Is also important you get good hands to do the jobs for you.


Plaster cracks leading to an opening a door.

To get a good plastering job, tell the masons to apply guage. Guage is just a term used by
masons/bricklayers which is using a thin material especially wood with rope to mark out how the
plastering will spread round the surface of wall of the building to achieve perfectly vertical
walls. Blockworks are usually not done to perfection especially when the bricklayers are not
very good, often time, the blocks will not stand perfectly vertical, therefore some areas will
require more mortar filling to others to compensate for the bad areas, so guaging is what you do
to achieve a perfect plain. In doing this some areas will require more mortars than the others.
Plastering is usually applied between 15mm to 25mm, but some areas may require more mortar, in
such cases, apply cement and sand, leave to dry till the next day before you apply the finished
coating for a smooth surface. Leave the area you filled till the next day and allow to dry
before you apply the final coat on it.
I prefer a mixture ratio of 1:5-1:6 for cement, sand mix.
Causes of plaster cracks

Plaster cracks as a result of electrical works


(1) Deep filling not allowed to dry properly-Don’t give plastering project to your
masons/bricklayers on per day payment because when you pay for the job done per day, a mason
must finish up the portion giving to him before the day runs out, so he will fill and won’t wait
for it to get dried before applying the final coat. The plaster filling requires minimum of 6
hours to get dried, but a mason that is expected to be paid on daily basis will not have the
luxury to leave such portion till the next day so that he can take home his pay, hence the
plaster will be applied before the filling get dried, this will inevitably cause cracks. The
plaster filling will shrink and contract in the process of drying, this will cause it to leave
strips of cracks inside which will allow air to fill the space and inevitably will also affect the plaster
finish on top.
(2)Bad plaster sand-The sand is supposed to be fine with no impurities and should be able to bond
well with the cement.
(3)Shortage of cement-When the cement is not adequate, the plaster will not bond well and will
results in cracks.
(4)Pipe holes left by plumbers and electrician-The pipe holes where pipes are placed in should
not be covered immediatelywith plaster, because of the space, the holes are better not left to
the plumbers and electrician but there should be a mason/bricklayer on site that will be
responsible for filling back the holes. First fill the gaping holes with broken blocks, then
apply plaster, leave to dry till next day or more before final coating to finish.
(5)Poor workmanship-Get a good bricklayer/mason for this project.
(6)Dirts and impurities in plaster sand will also affect the outcome of your plastering.
When you notice a minor crack, apply cement slurry by that I mean mix pure cement with water,
then use brush to run the cement along the lines of the plaster.

Cost effective construction techniques..



Cost effective construction techniques



1.The important need and everyone's dream to have there own home with individual needs.ž Since India is a developing country, the economy haves importance. The housing is so impacted with the cost based construction.ž So, there are various cost effective techniques of construction. Lots of them are also energy efficient and easily adoptable.

2.Essential requirement to human existence is a HOME next only to food and clothing. A breakthrough for application of sustainable and cost effective technologies for better housing in rural and urban areas is an urgent need considering spiraling construction costs.ž There is a need for the adoption of strong, durable, environment friendly, ecologically appropriate, energy efficient and yet cost effective materials and appropriate technologies in construction.

3.Ar. Laurie baker is one who worked on cost effective construction techniques as its best.ž Baker showed, in fact, that sustainable technologies when adopted with care and creativity, could lead to a unique architectural expression, one that moved the expert and the layman alike.ž Proper materials is the basic need to develop any construction technique.ž Brick, wood, stone are three major materials which can be used in India for any type of construction.

4.Building Cost- The building construction cost can be divided into two parts namely: Building material cost : 65 to 70 % Labor cost : 65 to 70 %ž Size-The smaller the project in terms of scope or the number of square feet, the more it will cost per square foot.ž Type-Different types of project have different levels of complexity and detail.

5.Special Construction Complexity can greatly increase the cost of the project. For exp-Renovation, especially if it requires altering or moving structural components, can be costly because it necessitates demolition as well as building. Special construction may also be necessary to shield surrounding spaces from noise, fire and other hazards.ž Project accessibilityž Labor Ratesž Material Costsž General Economic Pressuresž Time of Year

6.These were the factors affecting the budget of making any structure but we are here to know more about the construction techniques- the techniques which helps us in reducing the cost of structure.ž So, lets move towards the techniques…

7.Central Building Research Institute (CBRI), Structural Engineering Research Centre (SERC),Centre for Application of Science and Technology to Rural Areas (CASTRA),Regional Research Laboratories (RRL),National Environmental Engineering Research Institute (NEERI)

8.
a)Stabilized compressed earth blocks are made of mud stabilized with 5% cement/lime etc. and compacted in block making machine with no burning. A good walling material as burnt bricks and is economical, stronger, energy saving and simple to manufacture.ž 

b) Fly ash gypsum stabilized mud blocks are much stronger with less water absorption and cheaper than cement stabilized blocks. With 5 to 10% flyash- G, 30% saving in cement could be achieved in addition to utilization of the waste product like flyash.

c) Fly ash- lime gypsum products manufactured by blending fly ash lime and calcined gypsum for making a useful product named Fal-G , and can be used a cementations material for mortar/plaster and for masonry blocks of any desired strength. It can also be used for road pavements and plain concrete in the form of Fal-G concrete.ž 

d) Clay red mud burnt bricks produced from alumina red mud or bauxite, an industrial waste of aluminum producing plants in combination with clay. Posses all the physical properties of normal clay bricks and solves the problem of disposal of the waste product and environmental pollution. In addition, they have good architectural value as facing bricks due to their pleasing hues of color.

e)Precast stone blocks of larger size than normal bricks are manufactured by using waste stone pieces of various sizes with lean cement concrete and enable a rationalized use of natural locally available materials. Shaping stones in this manner, enables speedy construction saves on cement, reduces thickness of stone walls and effects overall saving by eliminating plasters on internal/external wall surfaces.ž 

 f) Precast concrete blocks made to similar dimension of stone blocks without large size stone pieces, but using coarse and fine graded cement. They have excellent properties comparable to other masonry blocks, are cheaper and facilitate speedy construction and especially suitable where quality clay for bricks making is not available.

9. Random rubble masonry in mud/cement mortar placed in excavation over thick sand bed. Rubble pointing above ground level in stabilized cement mortar.ž Use of lean cement concrete mix 1:8:16 for base with brick masonry in 1:6 cement mortar footings.ž Use of lean cement concrete mix as above for base and over burned bricks masonry in cement lime mortar (1:2:12) footings.ž Arch foundations in place of spread foundations

10.Normally the foundation cost comes to about 10 to 15% of the total building .ž It is recommended to adopt a foundation depth of 2 ft.(0.6m) for normal soil like gravely soil, red soils etc.ž It is suggested to adopt arch foundation in ordinary soils.ž In case of black cotton and other soft soils, it is recommend to use under ream pile foundation which saves about 20 to 25% in cost over the conventional method of construction.

11.Arch foundation-ž This type of foundation was used in olden times where in spread foundation is replaced by inverted arch .ž It reduces the construction cost up to 40%ž Advantage of this is-In soft soils that the depth of foundation can be greatly reduced; disadvantage is that the end piers have to be specially strengthened by buttresses so as to avoid the thrust to arch action tending to rapture the piers junction.

12.It is recommended to adopt 1 ft. height above ground level for the plinth and may be constructed with a cement mortar of 1:6.ž The plinth slab of 4 to 6″ which is normally adopted can be avoided and in its place brick on edge can be used for reducing the cost.ž By adopting this procedure the cost of plinth foundation can be reduced by about 35 to 50%. 

13.Brick work in 1:6 cement mortar using bricks from black cotton and inferior soil stabilized with fly-ash.ž Rat-trap bond brick work in 1:2:12 cement lime mortar/1:1.5:3 cement sand mortar.ž Hollow concrete block masonry in cement mortar.ž Compressed mud blocks masonry in mud mortar.ž Stabilized mud blocks masonry (4% cement or lime) in stabilized mud mortar.ž Sand lime brick walls in 1:6 cement mortar.ž FAL-G sand block with 1:6 cement mortar.

14.While laying bricks, the manner in which they overlap is called the bond.ž The rat-trap bond is laid by placing the bricks on their sides having a cavity of 4? (100 mm), with alternate course of stretchers and headers.The headers and stretchers are staggered in subsequent layers to give more strength to the walls.

15.This technology has about 25% overall-saving on cost of a building of traditional 9" construction. The structure has proven its strength to go up to three floors with the support of brick columns. With this technique there is reduction in cost of the wall by 25% as with conventional English bond (9’’thk wall) 350 bricks are required per cu. m whereas in Rat-trap bond only 280 bricks are required and also the reduced number of joints reduces the mortar consumption.

16.THE COMMON BURNT BRICK IS ONE OF MAN‟S GREAT INVENTIONS. ALL OVER THE WORLD, WITH ONLY A FEW EXCEPTIONS, NEARLY ALL BRICKS ARE ROUGHLY THE SAME SHAPE AND SIZE - THAT IS ABOUT 9 X 4.5 X 3 INCHES.ž IN MANY OF THESE SITUATIONS LISTED ABOVE A “ JALI ” IS JUST AS EFFECTIVE. FAR FROM BEING A LOT MORE COSTLY THAN THE BASIC WALL, IF MADE OF BRICK IT CAN BE LESS COSTLY THAN THE HOUSE WALL!

17.BRICK JALI CAN BE USED INSTEAD OF PARAPET WALL OR BOUNDARY WALLS...LETS WATCH OUT FOR SOME EXAMPLES....

18.Instead of using regular walling system of lintel and window system ,jali work can help cost estimation.

19.Soil cement block technology: this method of construction of wall is by soil cement blocks in place of burnt bricks masonry. It is an energy efficient method of construction where soil mixed with 5% and above cement and pressed in hand operated machine and cured well and then used in the masonry. The overall economy that could be achieved with the soil cement technology is about 15 to 20% compared to conventional method of construction.ž Concrete block walling In view of high energy consumption by burnt brick it is suggested to use concrete block (block hollow and solid) which consumes about only 1/3 of the energy of the burnt bricks in its production. Concrete block masonry saves mortar consumption, speedy construction of wall resulting in higher output of labor, plastering can be avoided thereby an overall saving of 10 to 25% can be achieved.

20.Domes and vaults in brick or stabilized mud block with appropriate mortar.ž Upgraded thatch roof on appropriate frame work.ž Pre-cast RCC “L” panelž Precast RCC cored units in M15 concrete.ž Precast RCC channel units in M15 concretež Precast Waffle units in M15 concretež Burnt clay tube roofing in vault form.

21.Filler slabsž Partly precast RCC planks and joist in M15 concrete.ž Partly precast RCC joist and brick panelsž Partly precast RCC in hollow concrete blocksž Thin RCC ribbed slabsž Ferro cement channelsž Brick funicular shell on edge beamž Bamboo reinforced concretež Brick funicular shells with RCC edge beamsž Brick jack arched over RCC joistž Precast RCC cored units in M15 concrete.ž Precast RCC channel units in M15 concrete

22.Provide an economic solution to RCC slab by providing 30 to 40% cost reduction on floor/roof unit over RCC slabs without compromising the strength. These being precast, construction is speedy, economical due to avoidance of shuttering and facilitate quality control.

23.They are easy to construct, save on cement and steel, are more appropriate in hot climates. These can be constructed using compressed earth blocks also as alternative to bricks for further economy.

24.The filler slab is based on the principle that for roofs which are simply supported, the upper part of the slab is subjected to compressive forces and the lower part of the slab experience tensile forces. Concrete is very good in withstanding compressive forces and steel bears the load due to tensile forces. Thus the lower tensile region of the slab does not need any concrete except for holding the steel reinforcements together.ž Therefore in a conventional RCC slab lot of concrete is wasted and it needs extra reinforcement due to added load of the concrete which can otherwise be replaced by low-cost and light weight filler materials, which will reduce the dead weight as well as the cost of the slab to 25% (as 40% less steel is used and 30% less concrete)

25.The filler slab is a mechanism to replace the concrete in the tension zone. The filler material, thus, is not a structural part of the slab. By reducing the quantity and weight of material, the roof become less expensive, yet retains the strength of the conventional slab. The most popular filler material is the roofing tile. Mangalore tiles are placed between steel ribs and concrete is poured into the gap to make a filler slab. The structure requires less steel and cement and it is also a good heat insulator.ž Conventional tests by different institutions and laboratories has proved the load bearing capacity of filler slab and found it no less in performance from the conventional R.C.C. slab. Since filler roof tiles are firmly bonded to and covered by concrete, it does not collapse under the impact of say, a coconut falling on the roof.

26.Saving on cost The savings on cost can be from 15 per cent to 25 per cent. But designing a filler slab requires a structural engineer to determine the spacing between the reinforcement bars.ž Thermal insulation The air pocket formed by the contours of the tiles makes an excellent thermal insulation layer. The design integrity of a filler slab involves careful planning taking into account the negative zones and reinforcement areas.

27.Filler slabs provide aesthetically pleasing patterned ceilings. Inmost houses, the filler materials left open without plastering to form aesthetic design symmetry but some residents prefer to cover the space with Plaster of Paris coating. 

28. ž Brick arches : Flat, semi circular and segmentedž Precast thin lintel and lintel cum chajjaž Brick arch with sand stone chajjaž Ferro cement chajjasž Precast RCC frames with wood insertž Resin bonded saw dust framež Polyvinyl chloride framež Fiber reinforced plastic frame .

29.Doors and windows It is suggested not to use wood for doors and windows and in its place concrete or steel section frames shall be used for achieving saving in cost up to 30 to 40%.Similiarly for shutters commercially available block boards, fibre or wooden practical boards etc., shall be used for reducing the cost by about 25.ž Lintels and Chajjas The traditional R.C.C. lintels which are costly can be replaced by brick arches for small spans and save construction cost up to 30 to 40% over the traditional method of construction.

30.Arches are an economical and aesthetic means of spanning openings. Arches can be a cost effective alternative to the lintels.ž The traditional RCC lintels which are costly can be replaced by brick arches for small spans and save construction cost up to 30–40% over the traditional method of construction.

31.Plantation timber styles with particle board inserts.ž Medium density fiber board doors.ž Cement bonded particle boardž Plantation timber style with rice husk board insertsž Red mud polymer panel doors.ž Ferro cement doorsž Polyvinyl chloride doors panels.

32.The cost of finishing items like sanitary, electricity, painting etc., varies depending upon the type and quality of products used in the building and its cost reduction is left to the individual choice and liking.

33.Is the circulation space economical & functional & not wasteful? (i.e. passages, corridors, stairs, access verandas & so on).ž Study local climate & make use of wind directions (to reduce power consumption) & aspect(To prevent unnecessary heat absorption).ž Make proper use of land gradients contours, natural existing features.

34.As much as possible use energy free, or energy-less materials, that is, material, for which very little energy is used in their manufacture (e.g. cement & lime are made from the same basic materials but cement uses 100 times more energy) .The result for mortars & plasters is equal.ž Remember that what is ''good'' for Kerala is not necessarily good for Kashmir. What works well in Bihar may be disastrous in Rajasthan etc. Study local indigenous architecture & use its principles even when using modern materials indigenous architecture represents thousands of years of R&D.

35.Avoid currently fashionable gimmicks. They are almost always an addition that may be eye-catching but are invariably an extra expense and unjustifiable.ž Use local plentifully available inexpensive (comparatively) materials .Avoid importing (from other districts) much as possible.ž Insist on accurate mixes & mixing of plasters, mortars, concretes. Don‟t use over rich mixturesž Don‟t forget to apply common sense to all you design & do.

Who should handle or supervise your project? Architect,builder civil or structural engineer



There is always a confusion in choosing who to handle or supervise a project especially for a newbie property developer.
Questions have been raised severally on who should handle individual projects, however building types will determine who you should use as an arrowhead onsite.
The larger your project, the more the numbers of professionals and technical people you are expected to have on your building site.
For smaller projects like 2 bedroom bungallow any of these professionals are okay for it, there is no need to have more than one professional on site for small projects.
A young architect, builder or structural/civil engineeer can on their own supervise any bungallow with little or no supervision. But when it is a storey building especially a multistorey building or duplex, then you need the input of the architect not only as the designer but also on site as the overall
supervisory officer, in some cases they may supervise on secondary role basis.
The builder is trained to execute every line of command represented on sheets of paper by the other building professionals, therefore a builder is more at home on a building site more than any other professionals, because that is his major occupation. He can enter the roughest parts of site and see to it that job is done properly and he likes to be physically involves most time.

An architect has very strong ability to detect an error, he is trained to be a perrennial critic, he sees the building as his baby and ready to protect the baby jealously, the pride of an architect is to see his design come out well executed and beautiful.
Now take the architect as the mother of the child (the building), the builder as the nanny. The nanny does all the dirty works, work hardest and may be closer to the baby than the mother. But the mother happens to be the one that conceived and bore the child, so she is more protective of
the child, she has a vision of how the baby should look like in the process of growing, she monitors her and anything shot of her expectations will not be welcomed. she may have to shout at the nanny when the baby is not well fed or taken care of.
The architect surely did the work of conceiving and drawing plan of the building, but he may not neccessarily have much physical impact but technical in actual construction, but he knows exactly how the building should look like and what he wants, so he won’t settle for less.
The structural engineers job concerns the stability of the building, so we may take the structural or civil engineer as the peadiatric doctor that monitors the health of the baby and prescribed drugs to sustain his or her life. This is also the function of a structural engineer to the building. Architects likes to fantasize and come up with out of the world designs, it takes the engineer to look at the design and relate with the architect about the structural disposition of the building, if its possible to build with the technology and expertise available or not.
An Engineer makes sure the building is healthy by prescribing the right reinforcements/iron rods to stabilise the building and stop it from eventual collapse.
From the illustrations above it is important to have at least two of the major three building professionals mentioned above on your site especially when your building is a storey building or more complex structure, afterall two heads are better than one.
The structural engineer and the architect could take a supervisory role whereby they come to site to make sure their designs are followed strictly and give them opportunities to pass down further instructions and incase of adjustments or redesign, they will be in best position to know what to do.
Whatever case, one of them should be on site preferrably a builder.
For higher storeys and more complex structures, the architect,the building engineer/builder, the structural/civil engineer, the electrical engineer and the mechanical engineer are suppose to be on site. (the mechanical engineer deals with the plumbing works).

Saturday, November 9, 2013

CONVERSION CHART- BIGHAS TO KATTAS AND DECIMAL

CONVERSION CHART
Conversion rates are here as follows written manually:
One Decimal = 435.61 sq ft which is 40.468m2, which is 40.40 sq yard
One Katta = 1.6 Decimals, which is 697 sq ft, which is 64.75m2, which is 77.44 sq yard
One Gonda = 3.75 Kattas, or 0.181 Bighas, or 6 decimals, which is 2613.66 sq ft, which is 242.80m2, which is 290.40 sq yard
One Bigha = 1/3 acre or 20.83 Kattas, or 435.61 Decimals, which is 14520 sq ft, which is 1344.54m2, which is 1600 sq
One Acre = 0.405 Hectares or 3 Bighas or 62.5 Kattas, or 100 Decimals, or 43560 sq ft, or 4067.23m2, or 4840 sq yd
One Hectare = 2.47 acres, or 7.41 Bighas,
or 154.44 Kattas, or 247.10 Decimals, or 107639.104 sq ft, or 10,000 sq metres, or 11,960 sq yd
You are advised that the best way to measure your Land is to work out the area by multiplying the lenghth by width in feet or metre and then divide this area into the area of Bigha or Kattah etc in square ft.
Eg. you have 128 decimals of land you want to work out how many Kattahs:
From the conversion rates above 1 Decimal = 435.61 sq ft, so 128 Decimals is 128 x 435.61 sq ft = 55,758 sq ft.
One Kattah is 697 sq ft, so you divide 55,758 sq ft /697 = 80 Kattah.