COMPLETE GUIDE TO GROUTING

 GROUTING

Grouting is generally a mixture of cement, sand and water or chemical used to fill gaps or used as reinforcement in existing structures.

The purpose of grouting can be either to strengthen a formation or to reduce water flow through it. It is also used to correct faults in concrete and masonry structures

Applications of grouting

1.   For grouting machine foundation, base plate, bearing and column joints in precast construction

2.   It is used for filling voids, gaps and cavities in the concrete

3.   Grouting is done for filling the voids between the rock face and lining in tunnel work

4.   It is used for fixing tendons post-tensioned in prestressed concrete construction.

5.   It is used for repairing pavement and ground below the foundation.

6.   It is used for repairing cracks in concrete and defects in masonry

 7.  Also, for fixing ground anchors for concrete pile wall.


The process of grouting consists of filling pores or cavities in soil or rock with a liquid form material to decrease the permeability and improve the shear strength by increasing the cohesion when it is set. Cement base grout mixes are commonly used for gravely layers or fissure rock treatment.

TYPES OF GROUTS

1. Cementitious Grouts

Cementitious grout is used to create a solid bearing surface between structural baseplates and base foundations. It enables even dispersal of the load into the existing concrete slab. Cementitious grout is suitable for a range of different bedding and fixing applications.

a) Ordinary Portland cement grouting
It is commonly used for repairing concrete cracks. Since they have the particulate size of 15 microns they can help in filing the wider cracks.

b) Micro-fine cement grouting
Finely ground slag, fine fly ash, or Portland cement are mixed with water to allow penetration into the fine cracks. They have the particulate size in the range of 6 to 10 microns.

 c) Ultra-fine cement grouting
This grout is used for sealing the very fine hairline like cracks and have the particulate size of 3 to 5 microns. They are used for stabilizing waste plumes.

d) Sanded grout 
Sanded grout is most commonly used for ceramic tile, stone and any tile with a grout joint or larger. It is composed of Portland cement, sand and other additives, it is mixed with water and troweled into the grout joint, where it takes approximately 24 hours to dry.
For joints 3.175 to 9.525 mm (1/8 to 3/8”) wide, fine sanded grout
For joints 9.525 to 12.7 mm (3/8 to 1/2”) wide, Coarse sand will be used.

e) Unsanded grout 
Unsanded grout, commonly called “wall grout,” is essentially sanded grout without the sand. It is used on ceramic tile and polished marble with grout joints smaller than 1/8 inch.

f) Latex modified grout
Sanded grouts may be formulated with a latex polymer additive, either included in the dry mix or added in as the grout is mixed with water.

2. Chemical grouts

Chemical grouts are an emulsion of water and liquid resin. Chemical grouting requires injection of specially formulated chemical grouts into finer cracks that cannot be possible by cement grouts. Some of the popular ones are epoxy, acrylic and furan resin grouts.

a) Epoxy grout 
Epoxy grout is strong and durable. It is highly resistant to stains, cracks, chemicals, harsh weather conditions, and climate changes. These characteristics make epoxy grout the only way to go if you’re looking for the most durable, efficient way to do tile work.

b) Acrylic grout 
With acrylic grout is that you don’t have to cover the entire work surface. You can just apply it in the joints between the tiles. The silicone additive, which comes premixed with Portland cement grout, aid¬s in greater adhesion. Because of its stability in freezes and thaws, it can be used outdoors, making it perfect for deck or garage projects.

c) Furan grout 
Furan grout is similar to epoxies, but are composed of polymers of furfuryl alcohol, which are highly resistant to chemical action. Furans are two-component systems that contain a furan resin and a filler powder with an acid catalyst. It is the acid catalyst that causes the furan resins to cure, forming a thermosetting resin that has unsurpassed chemical, physical and thermal-resistance.
Furan grout is commonly used to grout brick pavers and quarry tile and it is also recommended in areas exposed to chemicals and grease. The tile surfaces may be smooth, non-skid, or abrasive, depending on the intended use for the floor. The tile or brick surfaces must receive a wax coating to protect them from staining prior to the installation of furan

3. Polyester grouts

For decades, grouting has been the most popular soil stabilization method. Some additives, as well as cement and polymeric materials, are also widely used as grout mixtures in order to lower costs and achieve the best engineering properties with early strength gain. Unconfined compression and dynamic tests of grouted granular soils were conducted with different mixtures to evaluate the feasibility of using polyester, red mud and micronized clay as grouting materials. This type of grouts advances with increasing additive percentages and curing time. Polyester grout is used for anchoring to impart strength to foundations that must be achieved in limited available space.

4. Non-shrink grout
Non shrinking grout

Non-shrink grouts are hydraulic cement grout that, when hardened under stipulated test conditions, does not shrink, so its final volume is greater than or equal to the original installed volume. It is often used as a transfer medium between load-bearing members. This grout often sets rapidly. It is a pre-mix product that needs only to be mixed with [water] which includes ingredients to compensate against cement stone shrinkage

G1 Grout
It is mainly used for steel structures, small pumps, ships, towers and all other non-vibration machinery. It should be cementitious, nonshrinkable and free flow with compressive strength equal or greater than the foundation’s concrete, but not less than 30n/mm2 in 7 days and 40n/mm2 in 28 days.

G2 Grout
It is generally used for prefabricated concrete structures, compressors, heavy equipment subjected to vibration and for massive structure’s column bearing plates. Minimum compressive strength should be 50N/mm2 in 7 days and 60n/mm2 in 28 days. The grout’s flexibile strength should not exceed 9n/mm2 in 28 days.
It should be cementitious, nonshrinkable high strength grout.

Mixing of grout
Mixing of grouting powder with water can be done mechanically using an electric drill
For Flowable grouting – Water:Powder = 0.14 to 0.16 by weight (4.2 to 4.8 litres water for 30 Kg bag)
For Pourable grouting – Water:Powder = 0.12 to 0.14 by weight (3.6 to 4.2 litres water for 30 Kg bag)

The minimum mixing time is 3 minutes

5. Bituminous grouting

In this method, hot bitumen is used as a grouting material. Hot bitumen is employed associated with solidify based suspension grout. this is often never really grout from spreading and to create the mechanical quality of the finished result.
A hard-oxidized environment friendly, having a high solidification point is used for grouting.
Process of bituminous grouting
Firstly, the bitumen is heated up to 200 degrees Celsius. At this time the grout has a dynamic viscosity in the range 15 to 100 cp.
Unlike another grouting, the hot bitumen’s curing is thermally driven. This hot bitumen turns from its fluid state to a highly viscous elastoplastic state, when it is injected into medium saturated water. Finally, when this is injected the pass is plugged.

6. Resin grouting

In traditional resin grout, it is the composition of epoxy resin mixed with the filler. But new type of water-based resin has been recently developed that is better than the traditional ones.
It is also known as penetration grouting and is the most conventional grouting for use. This grouting method is used in non-cohesive soil, sand, and other porous media for filling cracks and joints.
It is injected inside the porous medium without disturbing its original structure. It is commonly used in soil and rock deposits to change its geotechnical properties.

There are two types of Permeation grouting injecting system:
Circulating grout system
Direct grout system

Types of Grouting based on the the Process

1) Compaction grouting
 Compaction grouting is done to strengthen the subsurface or surface of the permeable soil to reduce the voids and sinkholes.
It is driven to the depth through the drill. Cement, sand, fly ash, and water is then placed from bottom to top according to the pressure criteria. After each step, the drill is lifted up until it is fully taken out. This grouting is commonly called low mobility grouting

2) Bentonite grouting
Bentonite is made up of the clay having thixotropic properties that is a highly water-resistant gel which forms the permanent barrier to water flow when mixed with additives.
This method is used in the soil particles that cannot accept the cement grouting. This is commonly used for plugging old wells.
It is composed of 50 pounds of powdered bentonite to 34 gallons of water in which 50 pounds of washed sand is added.

3) Fracture grouting
In this method, grout uses the low viscosity grouts that splits by hydraulic fracture under the high pressure and enters into the cracks by creating the lenses. It is also known as compensation grouting and is commonly used for structural releveling.
Procedure of hydraulic fracture:
In this method, a hydraulically pressurized liquid composed of water, sand, and chemical mixture is used to fracture the rock. Artificial cracks are provided with pre-split holes. Then, the grout is passed down the holes.
The casing is inserted to the fracture section and grouted. A pressurized fluid carrier is inserted into the opening casing and spread throughout fractures. The casing remains open after fracturing.

4) Jet grouting in construction
This is a process of creating soil concrete column or jet grouted column using high-pressure jet through the nozzle in a borehole.
The specially designed drill stem and the monitor are raised and rotated at slow, smooth, and constant speed cutting the soil with water or/and air at high pressure to create the soil concrete column. The end product is then cemented round column. This grout is effective for almost soil.
Procedure of jet grouting:
1. Initially, the hole is drilled in the required place and depth.
2. The drill is done until a weak subsoil exists. It may be up to 10 to 20 cm.
3. Then, equipment is placed in the hole to conduct an injection process that consists of a jet grouting string of almost 7 to 10 cm.
4. The string consists of a nozzle to have an injection on high velocity, having a diameter of 1 to 10mm.
5. Then, the string is raised and rotated to seal the whole column with soil and the fluid system. Now, the jetting starts. The string is raised when the fluid is injected. For every raising, there is rotation performed smoothly and constantly. This gives a perfectly refined grouting column.
Types of jet grouting system
1. Single
2. Double
3. Triple fluid system.

Application of jet grouting
Horizontal barriers
Groundwater control
Tunneling
Supporting excavation
Underpinning

Jet grouting steps



Types of Grout for Ceramic Tile 

There are four basic types of grout:
Unsanded Grout
Finely Sanded Grout
Quarry TypeGrout
Epoxy Grout

1. Unsanded Grout
This is used for wall tiles where the grout joint is less than 1/8” wide.

2. Finely Sanded Grout
This is used for floor tiles where the joints are 1/8” to 3/8” wide.

3. Quarry Type Grout
This is the same as finely sanded grout for ceramic tiles except that a coarser grade of sand is used.
The quarry-type grout is used for joints that are 3/8” wide to 1/2” wide such as those used with Terracota / Saltillo tiles.

4. Epoxy Grout
This consists of an epoxy resin and hardener.
Epoxy grout for ceramic tile is highly resistant to stains and chemicals and has a tremendous bonding strength.
It is ideal for countertops and other areas susceptible to stains.

IS code for grouting
A fundamental requirement of a grout is that it shall develop adequate gel strength after a control- Page 11 IS 14343 : 1996 lable interval of time. This should be determined by relevant test procedures.

Applications of Grouting


(Courtesy: sika.com)













KNOW ABOUT FSI / FAR

 KNOW ABOUT FSI / FAR

FSI    -   Floor Space Index

FAR   -  Floor Area Ratio

FSI and FAR are the same. However, Indians prefer to use the term FAR on FSI, whereas other countries use FSI more frequently. FSI and FAR both represent the calculation based on the ratio derived by dividing the Gross floor area with the total size of land on which the building is made.

The concept of FSI or FAR got introduced in America. It was introduced for the building control. Architects make their designs based on these important ratios. 

For Example,

Plot area is 1000 Sqm. Total area of building in all the floors is 1000 Sqm. Then, FSI is 1.0


FSI is based on the National Building Code (NBC). Floor space index varies from place to place under the rules and regulations imposed by the state or city’s Authority or Administration. 

How to apply the Floor Area Ratio in building a house?

For example, if the FSI/FAR is 1 and the total plot area is 2,000 sq.ft., then the maximum buildable area of the building must not be more than 2,000 sq.ft. FAR does not have many limitations on how many floors a building must have, except for the height and other limitations the municipal or development body holds in specific areas and zones. 
Therefore, one can construct a building with only two floors extending 1,000 sq.ft. or four floors with 500 sq.ft. each. FSI, however, prohibits public amenities such as common area, parking area, interior open space, pipes and basement completely used for parking. These areas are excluded while calculating FSI.

Illustration of Different FSI
                                        (BCR - Building Coverage Ratio)


Importance of FSI

  • The Floor space index is imposed by the government as the restriction and it has its own benefit at the place where construction of buildings is increasing day by day.
  • It maintains a balance between sustained, planned growth, and development is important.
  • An average FSI value ensures the good development of the project.
  • It maintains the ratio of open space to built space.
  • FSI is the best option to reduce stress in the city.
From this concept of FSI,  Government has an idea of how to divide the land for what percentage of the city area must be dedicated to the park, what percent for the road, and how to divide the remaining into the different zones. This helps in a great way to keep the resources of the city on good terms with more greenery, lesser traffic, and a lot more other amenities. 
FSI regulates by the Directorate of Town and Country Planning (DTCP) department.

Permissible value of the Floor Space Index (FSI) 
The permissible value of the Floor Space Index (FSI) differs from place to place. It also depends on the type of building. The FSI ratio value of a particular area is easily seen in all the building bylaws for different cities and municipalities. Different cities or municipalities may have different bylaws and thereafter different FSI values.
Permissible FSI/FAR value depends on:
Size of the plot
Type of building (residential, commercial, institutional, worship, etc.)
The width of the adjacent road
Availability of power, water, sewer lines

Impact of FAR on land value
FAR has a significant impact on land value. Higher permissible FAR brings higher land value.

Premium FSI
If anyone needs to extend the allowable Floor Space Index, they have to pay a Premium fee to the government. To get this FSI, the adjacent road of the land must be 30 feet.
30 to 40 Ft Road Width – 20 % Premium FSI
40 to 60 Ft Road Width – 30 % Premium FSI
More than 60 Ft Road Width – 40 % Premium FSI
If the land location of the building has 30 – 40 feet adjoining roadway, then you can avail the Premium FSI of 20% which means you can build 20% more than allowable FSI.

Which areas included in FSI / FAR ?
FAR covers the basic structure, walls, staircase or lobby space, but excludes the balcony or terrace. lift and lobby.
For commercial buildings: The government permits you to construct offices in basements. However, space will be added in the calculation of FAR practice in this case.
For group housing: The basement construction is permitted for parking, utilities, and services but these are not included in FAR

FSI in India’s top 10 cities
1. Delhi
As per the revised Delhi Master Plan 2021, uniform Floor Area Ratio (FAR) for both residential and commercial properties, permitting the regularisation of illegal construction. This means the FAR for 100 sq.m was earlier variable, varying from 1.8 to 2.25, but now it is approved to be a uniform 3.5 for 100 sq.m.
There is no FAR restriction on group housing projects while plots in the influence zones and Metro corridors are allowed a higher FSI. Redevelopment projects in Delhi are provided an FSI value of 4.

2. Mumbai
 The residential FSI for the island city has been raised to 3.0 and commercial to 5.0 from 1.3 for both. In the suburbs, the FSI for residential projects has been increased to 2.5 from 2.0 and for commercial it stands at 5.0 as against 2.5.

3. Kolkata
As per the New Town Kolkata Building Rules, 2009, the range of FSI for residential buildings in Kolkata is between 1.5 and 2.5. The limit is fixed depending on the land use, road width, density, etc.
Recently, Kolkata civic body has made certain changes to the Floor Area Ratio (FAR) to allow the property owners to add an extra floor. This means that they will now get 3,000 sq ft extra space for construction, which is equivalent to the construction of an additional floor.
The real estate projects in Kolkata which are being developed within one kilometer of any metro line/route/corridor will have the eligibility to have a 20% higher floor area as compared to the floor area that was allowed previously. Apartments facing roads with width ranging between 15-24 m can apply for added floor area ratio to the tune of 15%. In the case of road width exceeding 24 m, this can go up to 20%. The floor area ratio is the ratio of the gross floor space of a building to the plot size.

4. Chennai
The permissible limit for FSI in Chennai is 2.0 which is a raise by 0.5 and it comes with retrospective effect from October 1, 2018. Though the increase in FSI will not be applicable in ecologically sensitive areas such as Aquifer Recharge Area, Red Hills Catchment Area, and Coastal Regulation Zone.
Construction of residential homes/buildings in Chennai, under Chennai’s 2nd Master Plan 2026 conforms to the FSI limit of 1.5 for normal residential buildings and 2 for high rise buildings.
As per Coastal Regulation Zone (CZR) 2011 Notification, the Floor Space Index (FSI) or the Floor Area Ratio (FAR) had been halted. On the other hand, in CRZ 2019 Notification, the state government decided to de-freeze the FSI and permit for construction projects.

5. Ahmedabad
After the implementation of the new General Development Control Regulations (GDCR) regulation which permits property owners and builders to redevelop buildings that are 25-meter high with higher Floor Area Ratio (FAR) along the roads which are less than 18-meter wide.
FSI in the prime localities of Ahmedabad is 1.2 while it goes up to 1.8 for localities in the suburbs.
Under the new rules, property owners will be granted a Floor Space Index (FSI) of 1.8 after which, they will have the option to avail paid FSI of up to 2.9, enabling property owners to reconstruct their old homes.

6. Bengaluru
The proposed FSI ranges from 2 to 5, depending on the size of the plot and the road and seeks to encourage vertical growth and wider open spaces in the form of setback areas. With this, properties along the Metro, suburban and bus corridors will benefit from the new policy.

7. Hyderabad
Hyderabad has not put FSI limitations that have indirectly managed the property prices to rise. The local body administration and urban development (MA&UD) department is, however, taking into consideration the reintroduction of floor space index (FSI) rule for high-rise buildings in Telangana.

8. Gurgaon
Under the new rules, FAR for residential plots in Gurgaon of 75 sq.m will be 2.64 and for 251 sq m till more than 500 sq.m, it will be 2.40.
The rate of the increased FAR also varies from Rs 485 to Rs 8,070 per sq.m depending upon the potential of zones. Similarly, the ground coverage for up to 75 sq m till 250 sq.m residential houses has been kept at 66%, while for 251 sq.m till over 500 sq.m houses, the ground coverage is 60%.

9. Noida
To boost the housing sector in Noida and Greater Noida, the State government has provided additional floor area ratio (FAR) along the newly operational Aqua Metro line, connecting Sector 52 and Greater Noida. This means that the developers are now allowed to add more floors in their high rise structures. Gr Noida Industrial Development Authority (GNIDA) has hiked FAR within 500 meters of Noida- Gr Noida metro corridor, Aqua-Line from 3.5 to 4. This proposed hike will be applicable to ongoing and upcoming residential projects in the region.
For Noida and Greater Noida, the value of FSI is placed between 2.75 and 4, group housing projects are granted a FAR of 3.5. The industrial buildings are granted a maximum FAR of 1.5 while commercial buildings have a maximum FAR of 4, depending on building height and area coverage.

10. Pune
In March 2019, the state govt has announced the transit-oriented development policy in a 500-meter radius around the metro stations in Pune and fixed the maximum permissible floor space index (FSI) to 4. The FSI is up to 4 and depends on the size of the plot and the width of the road. The state government has also put a condition on the road width and plot size for getting 4 FSI.










IMPORTANT CIVIL TIPS TO REMEMBER

 IMPORTANT TIPS FOR CIVIL ENGINEERS

STEEL

  • Theoretical weight of Steel - 7850 kg/ m3
  • Weight of reinforcement bars - D2 / 162 Kg/m   (D in mm)
  • Weight of reinforcement bars - D2 / 533 Kg/ft. 
  • Percentage of steel in Columns - 0.08% - 6% of gross area 
  • Percentage of steel in Beams - 1% - 2% of gross area
  • Percentage of steel in Slabs - 0.7% - 1% of gross area
  • Main bars in the slabs shall not be less than 8mm (HYSD) bars or 10mm (Plain bars) and the distributors not less than 8mm and not more than 1/8 of slab thickness
  • Minimum number of barsfor square column is 4nos. and 6 nos. for circular column
  • Lapping is not allowed for the bars having diameters more than 36 mm (above that Couplers or welding only)
  • Chairs minimum of 12 mm dia bars should be used
  • Chairs spacing maximum 1 m or 1 no. per 1 Sqm
  • For Dowels, minimum of 12 mm dia. rods should be used
  • Binding wire required in reinforcements - 8 kg/MT
  • "L" for Column main rods in footing - Min. 300 mm
  • Hook for Stirrups - 9D for one side 

COVER TO MAIN REINFORCEMENT
  • Column : 40 mm (D>12mm)
  • Column : 25 mm (D= 12mm)
  • Beam : 25 mm
  • Slab : 15 mm (or) not less than dia of the bar.
  • Footing : 50 mm
  • Sunshade (Chajja) : 25 mm
  • Retaining walls : 20 / 25 mm

CONCRETE
  • Size of Concrete testing Cubes - 150 x 150 x 150 mm

  • Weight of RCC - 2500 - 2700 Kg/ Cum
  • Weight of PCC - 2400 Kg/ Cum

  • Concrete cube is filled in - 3 Layers
  • Slump Cone is filled in - 4 Layers 
  • Thickness of Shear wall - Min. 150 mm , Max. 400 mm
  • Slope of Staircase 25- 40 degree
  • Minimum thickness of slab - 125mm
  • Dimension Tolerance for Cubes - +/- 2 mm
  • Free fall of Concrete allowed - Max. 1.50 m
  • Water - Cement Ratio for different grades of Concrete shall not exceed 0.45 for M20 and above and 0.5 for M10 & M15
  • Slump value required - For lightly Reinforced - 25- 75 mm and for heavily reinforced - 75 - 100 mm
  • pH value of water should not be less than 6 for construction
  • Cube Samples required - Upto 30 Cum - 3 nos., Upto 50 Cum - 4 nos., Above 50 Cum - 4+1 no. of additional sample for each 50 Cum 
  • Compressive Strength required for Concrete: In 3 days - 45%, 7 days - 67 -70%, 14 days - 85%, 28 days - 100% +
  • Clay and Silt content in Sand should not exceed 3% by weight or 8-10% by volume. For Crushed sand, Clay and silt content should not exceed 15% by weight
  • Target strength of Concrete - 1.25 times design strength (Eg. For M40 - 1.25 x40)
  • Cement Requirement  for M10 - 210 Kg, M20 - 320 Kg, M25 - 340 Kg, M30 - 380 Kg
    • Water absorption of Bricks - 12% to 20% of of its self-weight when submerged in water for 24 hours
    • Compressive strength of Bricks - 105 Kg/ Cm2 or 10.5 N/mm2 for I class bricks                                                                                  - 70 Kg/ Cm2 or 7 N/mm2 for II class bricks                                                                                        - 35 Kg/ Cm2 or 3.5 N/mm2  minimum for  bricks
    • Compressive strength of Fly ash Bricks -  90 to 100 Kg/ Cm2 or  9 to 10 N/mm2
    • In Soil filling, 3 samples should be taken in 100 Sqm for  testing dry density of soil by Core cutter test
    DENSITY OF MATERIALS
    • Weight of Cement                      - 1440 Kg /m3
    • Weight of Steel                            - 7850 Kg/ m3
    • Weight of Bricks                          - 1600 - 1920 Kg/ m3
    • Weight of Block work                - 1920 Kg/ m3
    • Weight of Coarse aggregates - 2600 - 2900 Kg/m3
    • Weight of River sand or Fine aggregate - 1450 - 2100 Kg/m3
    • Weight of RCC                              - 2310 - 2700 Kg/ m3

    STRIPPING TIME ( De-Shuttering)

    • For columns, walls, vertical form works : 16-24 hrs
    • Soffit formwork to slabs                                : 3 days (props to be refixed after removal)
    • Soffit to beams props                                     : 7 days (props to be refixed after removal)
    • Spanning up to 4.50m                                    : 7 days
    • Spanning over 4.50m                                     : 14 days
    • Arches spanning up to 6m                           : 14 days
    • Arches spanning over 6m                             : 21 days
    CO-EFFICIENT FOR PAINTING
    • Partly paneled and glazed doors : 0.80 times the door or window area.
    • Collapsible gates                                : 1.50
    • Corrugated sheet Steel doors       : 1.25
    • Rolling shutters                                   : 1.10
    • Flush doors                                           : 1.20
    • Fully glazed doors                              : 0.80
    GENERAL
    • Electrical conduits shall not run in columns 
    •  Earth work excavation for basement above 3 m Should be stepped form
    •  Any Back filling shall be compacted 95% of dry density at the optimum moisture content and in layers not more than 200 mm for filling above structure and 300 mm for no structure
    • Cement shall be stored in dry places on a raised platform about 200 mm above floor level and 300 mm away from walls. Bags to be stacked not more than 10 bags high in such a manner that it is adequately protected from moisture and contamination. 
    • Initial setting time of Cement shall not be less than 30 minutes and Final setting time shall not be more than 10 Hours
    • Groove cutting machine shall be used for chasing of walls for all electrical conduits
    • 4" - 7" wide expanded metal mesh shall be fixed before plastering of all conduit chasing in walls
    • For Column wall junctions & Beam wall junctions 4" wide expanded metal mesh shall be fixed before plastering
    • Anti terminate treatment chemical Name is Chloropyrifos 20% . Diluting 5 Lit of Chemical with 95 Lit of water and usage is 7.5 Sqm Per litre {Diluted}. To Provide 1” Dia hole and Deep 1 Foot.
    • One cement bag=1.25 Cft
    Thumb rule requirement of standard materials in high raised building
    • Steel =3 to 5 kg / sft
    • Cement = 0.5bags/ sft
    • RMC = 0.05 m3/sft
    • Block =12.5 nos /sqm
    Cement requirements in Plastering
    • 200 mm in cm 1:6     -  0.124 Bags /sqm 
    • 200 mm in cm 1:4     -  0.206 bags/sqm
    • 150 mm in cm 1:6     -  0.093 bags/sqm
    • 150mm in cm 1:4      -  0.144 bags/sqm
    • 100 mm in cm 1:4     -  0.103 bags/sqm
    • Ceiling plastering     -  0.11 bags/sqm
    • Wall plastering          -  0.09 bags/sqm
    • Rough plastering      -  0.09 bags/sqm
    • Duct plastering          -  0.09 bags/sqm
    • External plastering   -  0.175 bags/sqm

    Cement requirements in PCC
    • PCC 1: 4: 8      - 3.4 bags/cum
    • PCC 1:5:10      - 2.52 bags/cum
    • PCC 1:3:6        - 4.2 bags/cum
    • PCC 1:2:4        - 6.02 bags/cum

    Cement requirements in Brick work
    • 230 mm brick work   - 0.876 bags/cum
    • 115 mm brick work   - 0.218 bags/cum

    Cement requirements in Flooring, Waterproofing
    • VDF 100 mm thick  -  0.82 bags/sqm
    • Granolithic flooring 40 mm  -  0.35 bags/sqm
    • Granolithic flooring 20 mm  -  0.28 bags/sqm
    • Anti-skid tiles laying -  0.28 bags/sqm
    • Ceramic   tiles laying-  0.28 bags/sqm
    • Vitrified tile flooring  -  0.28 bags/sqm
    • Vitrified tile dado  -  0.27 bags/sqm
    • Ceramic dado  -  0.27 bags/sqm
    • Marble flooring  -  0.3 bags/sqm
    • 100 mm heigh marble skirting  -  0.027 bags/rmt
    • Marble cladding  -  0.27 bags/sqm
    • Terracota tile flooring -  0.3 bags/sqm
    • Mangalore tile  -  0.3 bags/sqm
    • Door frame fixing  -  0.17 bags/sqm
    • Water proofing for sunken slab  -  0.23 bags/sqm
    • Water proofing for walls  -  0.23 bags/sqm
    • Water proofing for balcony/toilets  -  0.65 bags/sqm
    Conversion factors
    • One Sqm            =  10.7639 Sft
    • One Cum             =  35.314 Cft
    • One Cubic metre = 1000 litre
    • One Metre   =  3.280 Feet
    • One Acres    = 4046.873 Sqm  =  43560.17 Sft  =  4840.019 Yards
    • One Mile       =  1609.344 metre
    • One Acre      = 100 cent
    • One ground = 2400 Sft  =  5.51 cent
    • One Mile     =  8 Furlong



















    KNOW ABOUT RERA & TNRERA

    KNOW ABOUT RERA

    What is RERA?

    The Real Estate Regulatory Authority (RERA) Act has been implemented to protect the interests of home buyers. As per RERA rules, real estate projects and developers or agents across the country have to register with RERA on the official RERA website for their state. In case of discrepancy in details, home buyers can reach out to RERA for dispute redressal and reimbursement.

    Know about RERA Act in Tamil Nadu (TNRERA)

    As per the RERA Act, each state of India must have its own Real Estate Regulatory Authority. The state RERA regulates the real estate sector within state limits. The Tamil Nadu RERA Act was passed in March 2016 as a part of this plan. TNRERA carries out all the activities specified under the parent act and regulates every segment of the real estate sector in Tamil Nadu.

    Functions of TNRERA

    In line with RERA's objectives, TNRERA performs the following functions.
    • It promotes the rights of home buyers and developers
    • It aims to create transparency in the state's real estate sector
    • It has helped increase accountability in the sector and in real estate transactions
    • It offers speedy redressal for disputes
    • It aims to create a favourable environment for real estate investments.
    • It encorages efficient and timely project execution
    • It standardises the real estate development and construction Process

    TNRERA Services 

    The RERA Act Tamil Nadu offers a host of services to homebuyers, promoters and agents. 

    Homebuyers can
    • File an online complaint against developers, if they don't abide by the provisions of RERA Act Tamil Nadu.
    • Access and details of all RERA registered real estate projects submitted by promotors or agents of the official Tamil Nadu RERA website.
    Promoters Can
    • File complaints online
    • Register a real estate project under RERA Tamil Nadu
    • File for the extension of the project
    • Update details of a registered project on quarterly basis.
    Real estate Agents can
    • File complaints about builders online
    • Renew their registartion ON the RERA Tamil Nadu website
    TNRERA Fees and Charges
    Developers and agents have to pay the following fees to register their property with TNRERA

    For Registration of Real Estate Projects
    • RS. 5 per sqm. of the plotted area for the layouts, sub-divisions and site approvals, excluding EWS plots
    • For Residential buildings
    1. Rs. 10 per Sqm. of FSI area, where the size of the  dwelling unit is  less than 60 Sqm
    2.  RS. 20 per Sqm. of FSI area for other residential projects
    •   Rs. 50 per Sqm. of FSI area for a commercial building
    • Rs. 25 per Sqm, of FSI area for any other projects
    Registration Fee for Real Estate Agents
    • Rs. 25000 for an individual
    • Rs. 50000 for anyone other than individual
    RERA Forms for Buyers
    • Appeal to Appellate Tribunal Form
    • Complaint to authority Form - M
    • Complaint to regulatory authority Form - N

    RERA Forms for Developers
    • Application for registration of project Form - A
    • Declaration Form - B
    • Registration certificate of project Form - C
    • Intimation of rejection of application for registration of project or rejection of application for extension of registration of project or revocation of registration of project Form - D
    • Application for extension of registration of project Form - E
    • Certification for extension of registration of project Form - F
    • Complaint to authority Form - M

    RERA Forms for Agents
    • Application for registration of real estate agent Form G
    • Registration certificate of real estate agent Form - H
    • Intimation of rejection of application for registration of real estate agent or rejection of application for extension of registration of real estate agent or revocation of registration of real estate agent Form - I
    • Application for renewal of registration of real estate agent Form - J
    • Renewal of registration of real estate agent Form - K
    • Appeal to appellate tribunal Form - L
    • Complaint to authority Form - M
    • Complaint to regulatory authority Form - N
    RERA Tamil Nadu Approved Projects List

    To see the RERA registered properties in Tamil Nadu, visit official TNRERA website: 
    https://www.rera.tn.gov.in/cms/reg_projects_tamilnadu.php

    (Courtesy: Bajaj Finserve Website)


    RERA Notifications 







    HOW TO MEASURE PLINTH AND CARPET AREA OF BUILDINGS AS PER IS CODE IS 3861 : 2002

     MEASUREMENT OF PLINTH AND CARPET AREA AS PER IS: 3561 (2002)

    GENERAL

    The areas of each of the following categories shall be measured separately and shall not be clubbed together:

    a) Basement

    b) Floor without cladding ( stilted floor)

    c) Floors including top floor which may be partly covered

    d) Mezzanine floor including addl. floor for seating in assembly building/ theatre, auditorium, etc

    e) Garage

    f) Accommodation for service staff

    g) Stair cover ( mumty )

    h) Machine room;

    g) Porch and

    h) Towers, turrets, domes projecting above the terrace level at terrace.

    MEASUREMENT OF PLINTH AREA

    Plinth area shall mean the built-up covered measured at the floor level of the basement or of any storey. For the purpose of plinth area, following shall be included:

    a) Area of the wall at the floor level excluding plinth offsets, if any; when the building consists of columns projecting beyond cladding, the plinth area shall be taken up to the external face of cladding ( in case of corrugated sheet cladding outer edge of corrugation shall be considered )

    NOTE — In case. a common wall is owned jointly by two owners, only half the area of such walls shall be included in the plinth area of one owner.

    b) Shafts for sanitary, water supply installations, garbage chute, telecommunication, electrical, fire fighting, air-conditioning and lifts

    c) Stair case

    d) In case of open verandah with parapets:

    1. 100percent areas for the portion protected by the projections above, and
    2.  50 percent area for the portion unprotected from above.

    e) 100 percent area of the balcony protected by projection above and 50 percent area of the unprotected balcony; and

    f) In case of alcove made by cantilevering a slab beyond external wall:

    1. 25 percent of the area for the alcove of height up to 1 m,
    2. 50 percent of the area for the alcove of height more than 1m and upto 2 m, and
    3. 100 percent of the area for the alcove of height more than 2 m.

    The following shall not be included in the plinth area 

    a) Area of loft
    b) Area of architectural band, cornice, etc
    c) Area of vertical sun breaker or box louver projecting out and other architectural features, for example slab projection for flower pot, etc;
    d) Open platform;
    e) Terrace;
    f)) Open spiral/service stair cases; and
    g) Area of mumty, machine room, towers, turrets, domes projecting above terrace level.

    MEASUREMENT OF CARPET AREA

    Carpet area shall mean the floor area of the usable rooms at any floor level

    (A) From the plinth area as worked out above, the area of the wall shall be deducted ( see below). Thickness of wall shall be inclusive of finishes.
    (NOTE — The various dimensions could be measured internally or externally.)

    The following shall be included in the wall area:
    a)Door and other openings in the wall;
    b) Pillars, intermediate pillars, supports or any other such obstruction within the plinth area irrespective of their location;
    c) Plaster along wall exceeding 300 cm2 in area;
    d) Flues which are within the wall;
    e) Built-in cupboard, almirah and shelf appearing within a height of 2.2 m from floor; and
    f) Fire place projecting beyond the face of the wall in living or bed room.

    The following shall be excluded from the wall area:

    a) Plaster along wall not exceeding 300 cm2 in area, and
    b) Chullah platform projecting beyond the face of the wall.

     (B) The carpet area shall be the area worked out as in (A) excluding the area of the following portion:

    a) Verandah;
    b) Corridor and passage;
    c) Entrance hall and porch;
    d) Staircase and stair-cover ( mumty ) ( see Note);
    e) Shaft and machine room for lift;
    f) Bathroom and lavatory;
    g) Kitchen and pantry;
    h) Store;
    j) Canteen;
    k) Air-conditioning duct and plant room; and
    m) Shaft for sanitary/water supply installations and garbage chute, electrical and fire fighting, air-conditioning, telecommunication, lift.

    NOTE — In a hall or basement, areas of portion I m beyond last step shall be part of the staircase.

    The carpet areas of category mentioned in General (above) -  b), e), g), h), k) and m) are not required to be calculated.

    MEASUREMENT OF RENTABLE AREA

    Rentable area shall mean the carpet area at any floor level including areas mentioned below

    Residential Buildings

     The rentable area shall be carpet area as worked out in 5 but shall further include the following:

    a) The carpet area of kitchen, pantry, store, lavatory, bath room; and

    b) Fifty percent of carpet area of unglazed and 100 percent of glazed verandah.

     It shall, however, exclude the carpet area of the covered portion of the building  such as storage space on top landings of staircase, under first landing and waist slab on floor one.

    Non-Residential Buildings

    The rentable area shall be carpet area increased by the carpet area of the canteen including store, kitchen and pantry attached to it.

    It shall, however, not include carpet areas of bathroom and lavatory.

    Balcony

    A horizontal projection with a hand-rail, balustrade or a parapet, to serve as passage or sitting out place.

    Mezzanine Floor

    An intermediate floor in between two main floors having minimum height of 2.2 m from the floor and having a proper and permanent access to it.

    NOTE — Where rules of the local bodies permit intermediate floor of minimum 1.8 m clear height, these be also considered as mezzanine floor for the purpose of measurement.

    Stair Cover ( Mumty )

    Itis a structure with a roof over a staircase and its landing, built to enclose only the stairs for the purpose of providing protection from weather and not used for human habitation.

     Loft

    A structure providing intermediate storage space in between two main floors without having a permanent access and at a height not less than 2.0 m from the floor below.

    Porch

    It is a covered structure supported on pillars or otherwise for the purpose of pedestrian or vehicular approach to a building.


















    HOW TO CALCULATE MATERIALS REQUIRED

     CALCULATION OF MATERIALS

     FOR CONCRETE

    For  Concrete Mix 1:2: 4 (M15) -1 Cum

    Add 50% for Wet Concrete, ie., 1.5 Cum    (1.54 also can be taken)

    Cement -1 part = 1.5/ (1+2+4)  = 0.214 Cum

                         1 Cum of Cement = 30 Bags of Cement  ( 1 Cum = 1440 Kg /50 = 30bags)

    Cement required      = 0.214 x 30 = 6.42 bags

    Sand required            = 0.214 x 2 = 0.428 Cum

    Aggregate required = 0.214 x 4 = 0.856 Cum


    FOR SOLID BLOCK MASONRY 8" tk. in CM 1:6 mix - 100 Sqm

    Volume = 100 x 0.2 (Thickness of wall)   Block size - 0.4 x 0.2 x 0.2
                     =  20 Cum

    Approx. no. of blocks required  = 20 / (0.4 x 0.2 x 0.2)
                                                   = 1250 Nos.

    Volume of Mortar          = 20-(0.39 x 0.19 x 0.19 x 1250)   (Deduct 10mm for mortar thickness)
                                                  = 20 - 17.598
                                                  = 2.40 Cum

    Blocks                                 = 17.598 / (0.4 x 0.2 x 0.2)
                                                   = 1100 Nos.
            Add 2% wastage     = 22
    Total Blocks required   = 1122 Nos.

    FOR WALL PLASTERING CM 1:4, 12 mm tk. - 100 Sqm

    Volume              = 100 x (12/1000)          = 1.20 Cum
    Add 30 - 35% as bulking of Sand        = 0.36 Cum
    Add 20% wastage of Sand                     = 0.312 Cum
                                                      Total              = 1.872 Cum

     For 1: 4 mix, 1 part     = 1.872 / (1+4)  = 0.374 Cum
     Cement required        = 0.374 x 30       = 10.77 bags
    Sand required               = 0.374 x 4         = 1.496 Cum

    Mortar - increase 25% for dry mortar  = 2.4 + 0.6 = 3.0 Cum   (Upto 33% can be increased)
                                             For 1: 6 mix            = 3 / (1+6)
                                                                                = 0.429 Cum
                   Cement Required   = 0.429 x 30 = 12.50 bags
                    Sand                           = 0.429 x 6   = 2.57 Cum


    FOR RED CLAY BRICK MASONRY 9" tk. in CM 1:6 mix - 100 Sqm

    Size of Bricks (Traditional in India) - 225 x 112.5 x 75 incl. 10mm mortar joint.

    Volume = 100 x 0.225 (Thickness of wall)   
                     =  22.5 Cum

    Approx. no. of bricks required  = 22.5 / (0.225 x 0.1125 x 0.075)
                                                   = 11852 Nos.

    Volume of Mortar          = 22.5-(0.215 x 0.1025 x 0.065 x 11852)   (Deduct 10mm for mortar thickness)
                                                  = 22.5 - 16.98
                                                  = 5.52 Cum

    Bricks                                 = 16.98 / (0.225 x 0.1125 x 0.075)
                                                   = 8944 Nos.
            Add 2% wastage     = 179
    Total Bricks required   = 9123 Nos. For 100 Sqm 9" tk. wall


    CONVENTIONAL METHOD OF CALCULATION OF BRICKS

    Size of Brick - 9" x 4.5" x 3" (0.75 x 0.375 x 0.25 ft)

    Volume of Brick  = 0.75 x 0.375 x 0.25 = 0.07 Cft.

    No. of Bricks in 1Cft. = 1 / 0.07 =14.285 Bricks

    Quantity of Bricks without mortar = 14.285 - 1.4285  (Deduct 10% for mortar coverage)
                                                                           = 12.856 Bricks
    Adding 5% wastage of Bricks            = 0.6428
                       Total no of bricks                 = 13.49 for 1 Cft of Brick work

                    For 100 Cft Brick work           = 1349 Bricks


    CALCULATION OF AGGREGATES

    For 1:1.5:3 mix

    Quantity of Aggregate  = Aggregate / (Cement+ Sand + Aggregate ) x 1.57

                                                   = 3/ (1+1.5+3) x 1.57   = 0.85 Cum

    ! Cum of Aggregate        = 1500 to 1800 Kg 

      Let us assume 1650 Kg, Then 0.85 Cum Aggregate = 1650 x 0.85 = 1402.5 Kg.








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