Construction Board

Sep 21, 2022

Rate Analysis of M25 Concrete Manual Mix and (Ready Mix Concerte) RMC

M25 Concrete Analysis.

Hello All,

As we are seen in last few blogs of Rate analysis we are giving detailed Description of Rate analysis, as well as we are providing the Excel file Along with this blog.

In this blog we are going to See the analysis of Most usable concrete Grade.

Why most Usable?

M25 Grade is a Middle grafe whuch is commonly use in building or any other construction industry.

Industry's uses of M25.

1. Residential : Most of structural designer s are preferring M25 concrete. because it can be used at any level like Footing, Column, Beam, Staircase and mostly in Slab.

M25 Concrete required more than other grade concrete in any residential project.

2. Commercials : Most of Slab can be cast in M25 Grade Concrete.

3. Infrastructure : Most of Conctere Roads are Done by M25 Concrete. If you are searching goverment tenders you can observe that most of time Lots of tenders are included M25 concrete.

4. Industrial : Many Industrial building is Using Trimix work insted of normal flooring because of heavy movement. In this type of building designers are preferred M25 Concrete.

As well as we can say this Universal Grade of Concrete.

M25 can be fit at every stage.Like.

1. Column

2. Beam

3. Slab

4. Staircase

5. Trimix

6. Road.

8. Retaining Wall

9. Raft.

10 Footing.

11. Trenches

12. Drains

13. RCC Wall

14. Non structural Wall

15. Cover Blocks (It need 1 grade higher than actual concrete, but lot of users are using M25 grade.)

16. Infra Work, Etc.

Requirement of Material for M25 Grade Concrete.

1. Cement OPC (43/53 Grade Cement)

2. Crush Sand / River Sand

3. 10mm Coarse Aggregate/ Metal

4. 20mm Coarse Aggregate/Metal

5. Admixture

6. Water

7.Fly Ash (As per Requirements)

As shown in picture we are making the analysis of M25 Concrete.

This Analysis is prepared for 1 Cum Concrete Quantity.

Before analysis we need to see the market rate of Above mentioned material as we had considered following rates here, those rates are as belows.

Cement : ₹235 + 18/% GST Per Bag

Crush Sand : ₹3000.00 + 5% GST Per Brass

10mm Metal : ₹2500.00 + 5% GST Per Brass

20mm Metal : ₹2500.00 + 5% GST Per Brass

Admixture : ₹32 +18% GST Per Litre

Water : ₹ 0.08 + 18% GST Per Litre.

Above rates are can be varies as per geographically locations and Specifications.

If you need to calculate more Quantity You can download excel sheet.

Material required for 1 Cum

1. Cement : 6.90 Bag/Cum

2. Crush Sand : 0.324 Brass/Cum

3. 10mm Metal : 0.154 Brass/Cum

4. 20mm Metal : 0.251 Brass/Cum

5. Admixture : 2.070 Brass/Cum

6. Water : 162 Liter Brass/Cum

Here we need to Consider some wastage percentage like Handling Wastage and Wastage during work.

1. Cement : 3%

2. Crush Sand : 7%

3. 10mm Metal : 7%

4. 20mm Metal : 7%

5. Admixture : 5%

6. Water : 5%

If we get all above data now we can be make Rate analysis

Rate Analysis for M25 Grade Concrete - Manual Mix

Material

1. Cement : 7.10 X ₹235 = ₹1670.15

2. Crush Sand : 0.3464 X ₹3000 = ₹1039.29

3. 10mm Metal : 0.1647 X ₹3000 = ₹411.82

4.20mm Metal : 0.2688 X ₹3000 = ₹671.97

5.Admixture : 2.1735 X ₹32 = ₹69.55

6. Water : 170.10X ₹ 0.08 = ₹13.61

Material Total Amount : ₹ 3876.38

Labour

M25 Concreting Labour : ₹ 450 / Per Cubic Meter

(For Quantity More than 40 Cum)

Total Amount ( Material + Labour ) = ₹4326.38 + Taxes.

But here you can be add Overhead cost of following

1.Plant and Machinery,

2. Water

3. Electricity

4.Other overheads

and Contractors profits.

Same thing we can be done for M 25 Ready mix concrte but here we are only consider in material cost as following

M25 Ready Mix Concrete : 1.00 Cubic Meter + 2% Wastage

Rate : ₹3728.82 + 18% GST

Material Amount : ₹3803.40

(Concrete Pump will be provided free of cost if quantity is more than 40 Cum)

Labour : ₹350/ Cubic Meter (For quantity more than 40 Cum)

Total Amount of M25 Ready Mix Concrete for 1 Cubic Meter : ₹4153.40 + Taxes

Here you can download The Excel sheet with formula.

Team

CBEC India

Sep 17, 2022

External Painting Work - Standard Operating Procedures

Introduction:

This standard operating procedure enumerates the scope of Painting work to be executed in Tower area as specified in the approved drawings and at places when instructed by the Tower-in-charge.

Responsibility:

The respective Tower-in-charge is responsible to execute the work as per procedure.

Safety & protection:

Use scaffolding always and ensure the scaffolding is adequately braced with the permanent structure, for working at heights. Unless it is tagged as safe for use by Safety Officer no work should be carried out on that scaffold area.

PPEs like safety belts at height, helmets, safety goggles etc. should be used properly.

Ensure the working area is kept clean for easy access.

Proper illumination to be provided during the work, if required.

Educate the workmen through pep-talk meeting.

External Painting with Texture:

Preparatory works:

Do staging for external works as per approved specifications.

Ensure all touch ups on external faces are done, if any such as repairs at jambs, any bad patch on wall and cutouts etc. Do cure the repaired portion.

Ensure that surface to be painted is free from any dust, loose paint or grease.

If any growth of fungus, algae or moss observed, need to be removed thoroughly by vigorous wire brushing and cleaning with water.

Open all cracks which are present on wall surface.

Moisten the wall surface, make paste of Dr. Fixit CRACK-X paste and water in proportion of 1:1 and fill it in crack with spatula or putty knife firmly by pressing in.

Allow it to set for 24 hours.

Make all surface wet to ensure proper bonding and ease in finishing.

Do protect other external finishes prior starting painting application.

Texture Application:

Check for the type of texture received is as per approved specification.

For External faces of Tower use 2mm texture and for Internal faces such as lobby and light-well ducts use 1mm texture.

Use of safety belts for working at height is must, ensure all workmen use it.

Add water in texture as prescribed by manufacturer (3 to 5%) to achieve required consistency.

For Scratch Finish:

Apply the texture on wall uniformly with the help of trowel in horizontal or vertical fashion whichever is easier.

Within 5 minutes of application re-trowel the surface vertically down to achieve the desired finish of texture.

Allow it to dry for minimum 16 hours prior application of paint.

After completion of texture, do check for its design pattern, consistency as per specification.

Do check application of texture is done on wall surface correctly and no patches are remained.

Ensure all fallen material is cleaned.

For Bubble Finish:

Apply the texture on wall uniformly with the help spraying machine.

After Application achieve desired finish by pressing with moist trowel on applied texture.

Allow it to dry for minimum 16 hours prior application of paint.

After completion of texture, do check for its design pattern, consistency as per specification.

Do check application of texture is done on wall surface correctly and no patches are remained.

Ensure all fallen material is cleaned.

1st and 2nd Coat of Paint:

Check the paint received at site is as per specification and approved drawing.

Add the clear water in paint as specified by manufacturer.

Apply the paint on wall using roller brush.

At corners apply paint with painting brush.

Ensure the two paints which met at corner do not overlap each other and finished in straight line.

After completion of first coat do check the painted surface for consistent tone.

2nd coat shall be applied only after getting instruction from Tower-in-charge.

External Painting with Paint:

Preparatory works:

Do staging for external works as per approved specifications.

Ensure all touch ups on external faces are done, if any such as repairs at jambs, any bad patch on wall and cutouts etc. Do cure the repaired portion.

Ensure that surface to be painted is free from any dust, loose paint or grease.

If any growth of fungus, algae or moss observed, need to be removed thoroughly by vigorous wire brushing and cleaning with water.

Open all cracks which are present on wall surface.

Moisten the wall surface, make paste of Dr. Fixit CRACK-X paste and water in proportion of 1:1 and fill it in crack with spatula or putty knife firmly by pressing in.

Allow it to set for 24 hours.

Make all surface wet to ensure proper bonding and ease in finishing.

Do protect other external finishes prior starting painting application.

Primer Application:

Check for the type of primer received is as per approved specification.

Use of safety belts for working at height is must, ensure all workmen use it.

Add water in primer as prescribed by manufacturer to achieve required consistency.

Apply the primer on prepared wall surface with roller brush and at corners with painting brush.

Do check for consistent tone of applied primer after completion.

1st and 2nd Coat of Paint:

Check the paint received at site is as per specification and approved drawing.

Add the clear water in paint as specified by manufacturer.

Apply the paint on wall using roller brush.

At corners apply paint with brush.

Ensure the two paints which met at corner do not overlap each other and finished in straight line.

After completion of first coat do check the painted surface for consistent tone.

2nd coat shall be applied only after getting instruction from Tower-in-charge.

Jul 23, 2022

IS Codes

List of IS Codes

1. IS: 1343 – 1980 Prestressed Concrete

2. IS: 10297 - 1982 Design and Construction of Floors and Roofs using Precast Reinforced/Prestressed Concrete Ribbed or Cored Slab units.

3. IS: 6006-1983 Uncoated Stress relived Strand for Prestressed concrete

4. IS: 11205-1984 Classification and Terminology of Textile floor coverings

5. IS: 8520 – 1977 Guide for selection of industrial safety equipment for eye, face and ear protection.

6. IS: 8519 – 1977 Guide for selection of industrial safety equipment for body protection

7. IS: 1566 – 1967 Hard – Drawn steel wire Fabric for concrete reinforcement

8. IS: 6313 (Part-III) 1981 Anti-Terminate measures in buildings Part-III Treatment for existing buildings

9. IS: 8500 – 1977 Weldable Structural Steel (medium and high strength quality)

10. IS: 1080 – 1985 Shallow foundations in soils (other than Raft, Ring and Shell) –(2 copies)

11. IS: 822 – 1970 Inspection of welds

12. IS: 8009 (Part-I) - 1976 Calculation of settlements of foundations.

13. IS: 8009 (Part-II) – 1980 Calculation of settlements of foundations. (2 copies)

14. IS: 1904 – 1986 Design and Construction of foundations in soils

15. IS: 383 – 1970 Coarse and fine aggregates from natural sources for concrete.

16. IS: 6403 – 1981 Determination of bearing capacity of shallow foundations

17. IS: 6313 (Part-II) 1981 Anti-Termite measures in buildings

18. IS: 10042 – 1981 Site Investigations for foundation in gravel – boulder deposit.

IS: 280 - 1978

Mild Steel wire for general engineering purposes.

IS: 432 (Part-I) 1982

Mild Steel and medium tensile steel bars and hard – drawn steel wire for

concrete reinforcement

IS: 9143 - 1979

Determination of unconfined compressive strength of rock materials

IS: 10379 - 1982

Field control of moisture and compaction of soils for embankment and

subgrade

IS: 1489 (Part – 1) 1991

Portland – Pozzolana cement – specification (fly ash based)

IS: 1489 (Part-2)1991

Portland – Pozzolana cement – specification (calcined clay based)

IS: 7272 (Part – 1) 1974

Labour output constants for building work (north zone)

IS: 8142 - 1976

Determining setting time of concrete by penetration resistance

IS: 4984 – 1995

High Density Polyethylene pipes for water supply - specification

IS: 1477 (Part-1) 1971

Painting of Ferrous metals in buildings (Pretreatment)

IS: 1477 (Part-2) 1971

Painting of Ferrous metals in buildings (Painting)

IS: 1893 (Part-1)

Explanatory Examples on Indian Seismic

IS: 650 : 1991

Standard Sand for Testing Cement – Specificaiton

IS: 7634 (Part-1) 1975

Plastic Pipe work for portable water5 supplies (Choice of materials and

general recommendations)

IS: 2505 : 1992

Concrete vibrators – Immersion Type-General Requirements

IS: 4014 (Part-1) 1967

Steel Tubular Scaffolding (Definitions and materials )

IS: 9013 – 1978

Method of making, Curing and determining compressive strength of

accelerated-cured concrete test specimens.

IS: 14268 : 1995

Uncoated stress relieved low relaxation seven-ply strand for prestressed

concrete-specification.

IS: 9595 : 1996

Metal – Arc welding of carbon and carbon manganese steels –

recommendation.

IS: 2911 (Part-4) 1985

Design and construction of Pile foundations (Load Test on Piles)

IS: 459-1992

Corrugated and Semi-corrugated Asbestas Cement sheets specification.

IS: 8142-1976

Determining setting time of concrete by penetration resistance.

IS: 2062-1992

Steel for General Structural purposes – specification

IS: 4082-1996

Stacking and storage of construction materials and components at siterecommendations. – 2 copies

IS: 801-1975

Use of cold-formed light Gauge steel structural members in general

building construction.

IS:2720 (part-17) 1986

Methods of test for soils (part-17) Laboratory Determination of

Permeability.

IS: 4326-1993

Earthquake Resistant Design and Construction of Buildings

IS: 14268 : 1995

Uncoated stress relieved low relaxation seven – Ply strand for

Prestresssed concrete – Specification – 2 copies

IS: 15284 (Part-1) 2003

Design and construction for ground Improvement-guidelines-part 1 (stone

columns)

IS: 4985 : 2000

Unplasticized PVC Pipes for Potable water supplies – specification

IS: 3103 - 1975

Industrial Ventilation

IS: 2470 (part-1) 1985

Installation of Septic Tanks (Part-1) Design criteria and construction

IS: 2502 - 1963

Bending and fixing of bars for concrete reinforcement.

IS: 432-1982

Mild Steel and medium Tensile Steel Bars and hard-Drawn Steel wire for

concrete Reinforcement (part-1) Mild Steel and medium Tensile steel Bars

IS: 875 (part-4) 1987

Design loads (other than earthquake ) for buildings and structures (part-4)

snow loads.

IS: 7317-1993

Uniaxial Jacking Test for modules of Deformation of rock.

IS: 2440:1975

Daylighting of Buildings

IS: 1786-1985

High Strength deformed steel bars and wires for concrete reinforcement.

IS: 7861 (Part-II) 1981

Extreme weather concreting (Part – II) recommended Practice for cold

weather concreting.

IS: 3812 - 1981

Specification for Fly ash for use as pozzolara and Admixture.

IS:2911 (Part–I) Sec I)-1979

Design and construction of Pile foundations (part – 1) concrete piles

section : Driven Cost in situ concrete piles.

IS: 9103 - 1999

Concrete Admixtures – Specification.

IS: 269 : 1989

Ordinary Portland Cement, 33 grade- specification.

IS: 10262 - 1982

Recommended Guidelines for concrete mix design.

IS: 3770 (P-1) 1965

Concrete structure for the storage of liquids (Part – 1,2)

IS: 3812 - 1981

Fly ash for use as pozzolana an admixture.

IS: 6006-1983

Uncoated stress relieved strand for prestressed concrete.

IS: 269-1989

Ordinary Portland cement 33 grade – specification.

SP-7: 1983 (Part-IV)

National Building code of India – 1983

IS - 8329 : 2000

Centrifugally cast (span) ductile Iron pressure Pipes for water, gas and

Sewage-Specification.

IS - 1254 : 1991

Corrugated Aluminium Sheet – Specification.

IS:875 (Part-1) - 1987

Dead loads – Unit weights of building materials and stored materials.

IS: 1893 (Part –1) 2002

Criteria for earthquake resistant design of structures

IS: 13072 ; 1991

Sulphur Hexafluoride for Electrical purposes – Specification

IS: 875 (Part – 5)-1987

Design loads for buildings and structures

IS: 11973-1986

Treatment of rock foundations, core and abutment contacts with rock, for

embankment dams

IS: 12955 (Part-2) 1990

IN-SITU Determination of rock mass deformability using a flexible

dilatometer

IS: 13365 (Part-2) 1992

Quantitative classification systems of rock mass – guidelines

IS: 2911 (Part – III) 1980

Design and construction of pile foundations (Under-Reamed piles)

IS: 1566 - 1982

Specification for Hard-Drawn steel wire fabric for concrete reinforcement

IS: 875 (Part-2) 1987

Design loads for buildings and structures (Imposed Loads)

IS: 2132-1986

Thin welded tube sampling of soils

IS: 12955 (Part-2) 1990

IN-SITU determination of rock mass deformability using a flexible

dilatometer (with radial displacement)

IS: 1641 - 1988

Fire safety of building (General)

IS: 875 (Part-1) 1987

Design loads for buildings and structures

IS: 1893 (Part – 1) 2002

Criteria for Earthquake resistant design of structures – 2 copies

IS: 4926 : 2003

Ready Mixed concrete

IS: 14687: 1999

False work for Concrete Structures – Guidelines

IS: 1893 - 1984

Criteria for earthquake resistant design of structures – 2 copies

IS: 2911 (Part – III) 1980

Design and construction of pile foundations (Under Reamed Piles)

IS: 800 - 1984

General construction in steel – 4 copies

IS: 10589 – 1983

Specification for equipment for subsurface sounding of soils

IS: 14268 : 1995

Uncoated Stress Relieved low relaxation seven-ply strand for prestressed

concrete - specification

IS: 800 : 2007

General construction in steel

IS: 3443 - 1980

Specification for Crane rail sections

IS: 2386 (Part-I-V) 1963

Test for Aggregates for concrete

IS: 3043 - 1987

Code of practice for earthing - 2 copies

IS: 3419 - 1989

Fittings for rigid non- metallic conduits

IS: 14900 - 2000

Transparent float glass

IS: 811 - 1987

Cold formed light gauge structural steel sections

100 IS: 9595 : 1996

Metal-Arc welding of carbon and carbon manganese steels

101 IS: 875 (Part – 3) 1987

Design loads (other than earthquake) for buildings and structures

102 IS: 2026 (Part II) 1977

Power Transformers, Part-II Temperature - Rise

103 IS: 9537 (Part I) 1980

Conduits for Electrical Installations ( General Requirements )

104 IS: 694 - 1990

PVC Insulated cables for working voltages up to and in including 1100

volts

105 IS: 7098 (Part-I) 1988

Cross linked polyethylene insulated PVC sheathed cables.

106 IS: 5613 (Part I/ Sec I) 1985

Design, installation and maintenance of overhead power lines

107 IS: 335 : 1993

New Insulating Oils

108 IS: 732 - 1989

Electrical Wiring installations

109 IS: 1391 (part 2) 1992

Room Air Conditioners (Split Air Conditioners)

110 IS: 2720 (Part 8) 1983

Methods of test for soils

111 IS: 2720 (Part 5) 1985

Methods of test for soils

112 IS: 2190 : 1992

Selection, Installation and maintenance of first-aid fire extinguishers

113 IS: 12070 - 1987

Design and construction of shallow foundations on rocks

114 IS: 1554 (Part 1) 1988

PVC insulated (Heavy Duty) Electric Cables

115 IS: 1904 - 1986

Design and construction of foundations in soils

116

Specification for mechanically produced blanketing material for railway

formation

117

Durability of Concrete Structures

118

Hand book of Concrete Reinforcement and deatiling

119

Supply, Installation, testing and commissioning of E&M fire detection , fire

suppression.

120

Guidelines for Blanket Layer Provision on Track Formation

121

Solid rolled Multiple wear wheels for electric and diesel locomotives

122

25 mm Thick Nylon cord reinforced elastomeric pad for steel channel

sleepers

123

Hand book on water supply and drainage

124

Welding Techniques

125

Hot Coiled Helical Springs used on mainline coaches EMU stock

126 T-19/ 1994

Manual for fusion welding of rails by the Alumino – Thermic process

127

Structural Concrete construction

128

Handbook on Structures with steel portal frames

129

Prefabricated vertical PVC drainage system for construction of

embankment on compressible soft soil

130

Particular Specifications (Structural Steel Work)

131

Axles for diesel and electric locomotives, EMU motor coaches and

powered axles of rail cars

132 T-39

Concrete Sleeper

133

Method of load test on soils

134

Train Operations

135

Load Test (Kentledge Method)

136

Precast concrete pipes

137 IS: 1172 - 1993

Basic requirements for water supply, drainage and sanitation

138 IS: 2064 : 1993

Selection, Installation and maintenance of sanitary appliances

139

State of the art report on provision of blanket on railway formations

140

Centrifuge based evaluation of pile foundation response to lateral

spreading and mitigation strategies

141 IS: 2026 (Part – 5) 1994

Power Transformers

142 IS: 2026 (Part – 4) 1977

Specification for power transformers

143 IS: 7098 (Part 2) 1985

Cross linked polyethylene insulated PVC Sheeted Cables

144 IS: 7098 (Part 1) 1988

Cross linked polyethylene insulated theermoplastic Sheathed cables

145

Mechanically Produced Blanketing material for railway formations

146 IS: 2026 (Part I) 1977

Specification for power Transformers (General) – 2 Copies

147

Manual for ultrasonic testing of rails and welds

148 IS: 2026 (Part III) 1981

Specification for power transformers (Insulation, Levels, Dielectric tests)

149 IS: 10028 (Part II) 1981

Selection, installation and maintenance of transformers (Installation)

150 IS: 8009 - 1976

Calculation of Settlement of foundations

151 IS: 2950(Part 1) 1981

Design and construction of raft foundations (Design)

152

Mechanically produced blanketing material for railway formations

153

Metal ARC Welding in structural steel bridges carrying rail

154

Track Ballast - III

155

Flat Bottom Railway Rails

156

Steel Tables

157

Durability of Concrete Structures

158

Guidelines on soft soils stage construction method

159

Guidelines for earthwork in railway projects

160

Handbook on functional requirements of industrial buildings

161

Handbook on structures with steel portal frames

162

Guidelines for Cuttings in Railway Formations

163

Concept and design of reinforced earth structures

164

Handbook on concrete reinforcement and detailing

165 IS: 4885 - 1988

Specification for Sewer Bricks

166 IS: 2974 (Part I) 1982

Design and construction of machine foundations

167 IS: 908 - 1975

Fire Hydrant, Stand Post Type

168 IS: 12093-1987

Laying and Fixing of sloped roof covering using plant and corrugated

galvanized steel sheets

169 IS: 4631 - 1986

Laying of Epoxy resin floor toppings

170 IS: 5491 - 1969

Laying in Situ granolithic concrete floor topping

171 IS: 2571 - 1970

Laying IN – SITU cement concrete flooring.

172 IS: 4971 - 1968

Selection of Industrial floor finishes

173 IS: 8500 - 1977

Weldable structural steel

174 IS: 811 - 1987

Table of Z – selection

175

General and subsidiary rules with appendices

176

Compendium of Indian Standards on Soil Engineering (Part 1)

177 IS: 1255 - 1983

Installation and maintenance of power cables up to and including 33 kv

178

Standard Method of testing Piles Under Static Axial Compressive Load

179

Design of Composite Steel concrete Structures

180 T- 39

Standard Specification of PSC Sleepers for BG & MG

181

Handbook on functional requirements of industrial Buildings

182

Engineering of Pile Installations

183 IS: 2571-1970

Laying IN-SITU cement concrete flooring

184 IS: 2792-1964

Design and construction of stone slab over joist floor

185 IS: 2720 (Part-II) 1993

Methods of test for soils

186 IS: 2911 (Part-I/ Sec-

1,2,3&4))

Indian Standard for Code of Practice for Design and Construction of Pile

Foundations

187 IS: 1888-1992

Method of Load Test on Soils

188 IS: 456-1978

Design Aids for Reinforced Concrete

189 IS: 783 - 1985

Laying of Concrete Pipes

190

Handbook on Soil Engineering for Railway Engineers

Jun 4, 2022

Surat Chennai Greenfield Experssway in Solapur District

National Highway authority of India given permission to start the New express way from chennai to Surat.

Thus rout us passing from 4 state Like Gujrat, Maharashtra, Telengana, Hyderabad and Tamilnadu.

Whuch is most beneficial for lot of business and lof of farmers which are developing his farm.

Surat and chennai both are ports where lot of good are expirted to another country. which can be easy due to this rout as anyone can export or supply his good, fruits and othe material to surat as well as chennai.

This rout can be open big opportunity to thus state people's and which can be more advantage to youth.

As well as another side there is Drawback as lot of farmers lost his farm due to this road. anyway government is giving benifit 5 times of farm cost under land acquisition.

Now we see some highlights of thus proposed road.

Total Estimated Cost : ₹54000 Crore.

Length of Road : 1600 Km

No of Lanes : 6 Lanes

Proposed Speed : 120km/hr

Proposed Finish Date : 2025

Distance from Maharashtra : Approx. 483 km

Surat to Ahmadnagar road map is final and Solapur to Chennai is almost final but There is AhmadNagar to Solapur rout is still pendind, There is Some Survey is already done.

NAHI given letter with survey number for land acquisition but still there is some another survey is doing by NAHI due to check another possibile route.

So we are requested to all This is just survey. government will give all the legal documents to all affected people's before start the work. as well as government will give benefit for land acquisition.

Here we are send some photos of last survey done by NAHI at Solapur District.

Name of Surat Chennai Greenfiled (Surat- Nashik- Ahmednagar- Solapur) will be Proposed as NH150C

May 31, 2022

WHAT IS BUILT UP AREA, CARPET AREA, SUPER BUILTUP AREA?

TOWER

FLAT NOS. AS PER SALE PLAN

UNIT TYPE

CARPET AREA INCLUDING

BALCONY/SITOUT

BUILT UP AREA INCL. BALCONY/SITOUT

TERRACES BUILT UP AREA

TOTAL BUILT UP AREA INCL. BALCONY (A)

COMMON AREA (B) (% OF A)

SHARED COMMON AREA ( C ) ( % OF A)

TOTAL SBA D = (A+B+C)

CARPET AREA PER UNIT (E)

EFFICIENCY = (E/D)X100

Carpet Area is the area enclosed within the walls, actual area to lay the carpet.

This area does not include the thickness of the inner walls. It is the actual used area of an apartment/office unit/showroom etc.

•Built up Area is the carpet area plus the thickness of outer walls and the balcony.

•Super Built Up Area is the built up area plus proportionate area of common areas such as the lobby, lifts shaft, stairs, etc.

The plinth area along with a share of all common areas proportionately divided amongst all unit owners makes up the Super Built-up area. Sometimes it may also include the common areas such,

swimming pool, garden, clubhouse, etc. This term is therefore only applicable in the case of multi-dwelling units.

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

carpet area is the actual usable area which the user gets to use. Built-up area consists of area outside your house, staircase, elevator, etc which can constitute upto 25% of the area.

Example: if you buy a 1000 sq.ft built-up area, you will actually get to use only 750 sq.ft.

Super built-up is area for the parapet, podium, garden,etc, all of which is charged at market price and can constitute upto 40% of the area.

It is ILLEGAL to sell property at anything other than carpet area because while

developing the land, the developer is not charged FSI for the built-up area, garden,

parking space,etc. So if anyone is charging you for anything other than carpet area you have a right to complain to a redressal forum like consumer protection.

1. Carpet area - The actual area you use. The area on which ‘you can put a carpet’.

2. Built up area - Carpet area + area of walls and ducts. Around 10% more than the carpet area. A terrace is considered as half the actual area for calculating built up area.

Some projects charge dry terrace same as internal rooms.

3. Super built up / Saleable area - Built up area + markup for common spaces like lifts and stairs. Usually 25% more than the built up area.

Team

CBEC India

Apr 3, 2022

Internal Painting Work - Standard Operating Procedures

Introduction:

This standard operating procedure enumerates the scope of Painting work to be executed in Tower area as specified in the approved drawings and at places when instructed by the Tower-in-charge.

Responsibility:

The respective Tower-in-charge is responsible to execute the work as per procedure.

Safety & protection:

PPEs like safety belts at height, helmets, safety goggles etc. should be used properly.

Ensure the working area is kept clean for easy access.

Proper illumination to be provided during the work, if required.

Educate the workmen through pep-talk meeting.

Internal Painting:

Preparatory works:

Clean the flat area in which painting to be done.

Check all wall and ceiling corner are in straight line. If not make it in line.

Ensure electrical switch boards and boxes are cleaned, edge finishing around it done correctly.

Ensure the wall surface is crack free and no patchwork is balance.

Check Jambs of door and window for its alignment.

Uniform width of door frame should be visible in case of door frame is fixed.

Check dado tile joints are grouted with cement paste and floor joints too, in case of spacer joints.

Ensure tiles on floor and wall are defect free and of consistent tone.

Ensure window sill projections are equal on both face of jamb.

Ensure plumbing point plugs are free for movement to avoid damages to wall finish in later stage.

Do protect other finishes before application of painting material on wall by paper tape.

Ladders used for painting should have its ends covered with gunny bags or cotton cloths, to avoid damages to other finishes.

Floor should be protected before starting any painting application.

1st Coat Primer:

Sand the wall and ceiling surface with emery paper of 180.

Add the water in primer as specified by manufacturer and stir it well.

Apply the primer on wall and ceiling with roller brush.

At corners apply primer using painting brush.

After application of primer check the wall surface for constituent tone of applied primer.

1st and 2nd coat putty:

Mix the putty with clear water as per proportion specified by manufacturer.

Mix the putty using power mixing tool to achieve a consistent mix.

With the help of putty knife / patra and trowel apply the putty on wall and ceiling.

Check the waviness and deep pockets on wall and apply 2nd coat of putty to make wall finish in line.

At the time of putty application ensure edge finishing around switch boards and boxes are done correctly.

After completion of putty work sand the wall and ceiling surface with emery paper of 320.

Check for waviness on sanded surface and rectify it, if found any.

1st and 2nd Coat of paint:

Paint of approved brand and color should be applied on walls and ceiling as specified in approved drawing.

Paint should be mixed with clean water as per proportion specified by manufacture.

1st coat of paint should be applied on wall and ceiling surface with roller brush and at corners with painting brush.

At corners where two paints meets each other should be in straight line.

Check for consistent tone of paint.

2nd coat of paint should be applied same as 1st coat, after getting instructions from Tower-in-charge.

After completion of painting activity do check for damages to other finishes and get it rectified, found if any.

Team

CBEC India

Mar 14, 2022

Flooring Work - Standard Operating Procedure

Flooring

Introduction:

This standard operating procedure enumerates the scope of Tiling work to be executed in Tower area as specified in the approved drawings and at places when instructed by the Tower-in-charge.

Responsibility:

The respective Tower-in-charge is responsible to execute the work as per procedure.

Safety & protection:

PPEs like safety belts at height, helmets, safety goggles and ear plugs etc. should be used properly.

Ensure the working area is kept clean for easy access.

Proper illumination to be provided during the work, if required.

Educate the workmen through pep-talk meeting.

Flooring:

Preparatory Works:

Remove all materials stuck on slab top and concrete protrusion.

Clean slab top with broom and water jet.

Mark the reference level on walls usually at 600mm from FFL (Level should be transferred to all flats from Staircase and lift entrance level).

If conduits to be fixed on floor due to choking or customer changes at later stage, it should be fixed on floor with saddle clamps and additional clamping to be done at wall and floor corner area.

Do mortar bed in 1:8 proportion as per reference level. Bed thickness should be 40mm and it should not be less than 25mm.

It is important to set the tiles according to approved tile setting out drawing.

Do check for feasibility of fixing skirting in line with wall finish face, in case skirting cant be fixed in line with wall face, it should be brought to the notice prior commencement of flooring and correction or corrective measure should be taken.

Fix the Kitchen Platform verticals over floor as per drawing and make sure they are embedded in wall by 2 (In case of conventional Kitchen Platform). Ensure the top of vertical is in level and as per specified height in approved drawing.

Do checked tiles received for flooring are of correct specification as per approved drawing.

Do fix first tile in dry with 10mm in from wall face as per start point. Fix the two more tiles at two corners of wall and check the line, level and right angle.

Do fix tiles in between these tiles and check the layout.

Tiles should be fixed either tight joint or with spacer as specified in Approved tile set out drawing.

For cutting tiles diamond cutting blade shall be used.

Work Method:

After finding the layout satisfactory, then fix the start tile with cement slurry of required consistency and level it with the help of wooden mallet.

Do fix tiles at the end of both walls and check its alignment and level.

Fix tiles in between these tiles with cement slurry and check the line level alignment.

Do fix tiles by rows parallel to set out and check for line and level after fixing each tile.

After completion of flooring it is important to keep human traffic away from them. When the tiles appear firm enough, usually after 3 hours, they should be cleaned thoroughly with sponge to avoid staining on tile surface.

Post Flooring:

After 3 hours do check the flooring for consistent color tone.

Surface should be even and level.

Lippage if more should be adjusted by tamping with rubber mallet or by keeping some weight on it.

From distance of 1.5 meter no chips, cracks and other visible damages shall be seen.

After finding work to satisfactory level skirting fixing should be started.

Skirting shall be fixed in line with wall finish face.

Skirting back shall not show a voids / pockets behind.

Ensure skirting tops are at same level and there is no gap between skirting and flooring.

In case of spacer joint fill the joint with cement paste and rack it properly to ensure uniform grout application on top of it.

Do cure the flooring for minimum 3 days.

Protect the floored area with bubble guard sheets.

Team

CBEC India

Dec 4, 2021

Granite Framing for Door and Window - Standard Work Procedure

Granite Framing

Introduction:

This standard operating procedure enumerates the scope of Tiling work to be executed in Tower area as specified in the approved drawings and at places when instructed by the Tower-in-charge.

Responsibility:

The respective Tower-in-charge is responsible to execute the work as per procedure.

Safety & protection:

PPEs like safety belts at height, helmets, safety goggles and ear plugs etc. should be used properly.

Ensure the working area is kept clean for easy access.

Proper illumination to be provided during the work, if required.

Educate the workmen through pep-talk meeting.

Preparatory Works:

Do check opening size and its right angle.

If any correction needs to be done it shall be done prior commencement of work.

Do cut the frame members from single slab of granite to ensure the uniformity of visual effect.

Edges of frame members cut from slab should be polished / chamfered as specified in approved drawing.

Frame shall have a 450 chamfer joint on all visible corners of frame.

With the help of Resin hardener adhesive make the back of frame rough to ensure bonding with bedding mortar. Apply resin hardener adhesive on back of granite and sprinkle sand on it to form a key.

Make two holes in staggered on each vertical member for fixity .

Granite frame fixing:

Frame should be fixed in position according to approved drawing and as per adjacent finishes.

Full thickness of frame should be visible from all side for window and from sides and top for door frame.

With cement mortar of 1:4, fix the verticals of frame in position and check for its alignment with keeping top and bottom member in place.

With the help of resin hardener fix the top member in place.

Do fill void above top frame member with cement mortar.

Fix the temporary supports to members to ensure no de-bounding in later stage.

Cure the mortar for minimum 7 days.

After 3 days fix the Pentagon nylon frame fixing screws 10 x 125 mm and recheck the verticality. Screws should be counter sunk by 5mm.

Do apply light coat of clear oil on granite face for protection.

After first coat of paint, fill the screw hole with Tmax and matching grout mix.

Post Frame work:

Do check for opening dimensions, line, level and plumb.

Do check corner joints and granite to granite joint, there should not be any gap.

Do check for any visible defect.

Team

CBEC India

Nov 26, 2021

Toilet Dado - Standard Work Procedure

Toilet Dado

Introduction:

This standard operating procedure enumerates the scope of Tiling work to be executed in Tower area as specified in the approved drawings and at places when instructed by the Tower-in-charge.

Responsibility:

The respective Tower-in-charge is responsible to execute the work as per procedure.

Safety & protection:

PPEs like safety belts at height, helmets, safety goggles and ear plugs etc. should be used properly.

Ensure the working area is kept clean for easy access.

Proper illumination to be provided during the work, if required.

Educate the workmen through pep-talk meeting.

Preparatory works:

Ensure pressure testing of concealed plumbing is done.

Check the verticality of plaster using Plumb Bob and right angle of adjacent walls.

Check the line / surface of plaster using straight edge for correctness (If not found in line and verticality redo the plaster on wall).

Check door and window sizes are maintained correctly.

Tile layout marking to be done on wall with chalk as per approved drawing.

Check tile top and granite top are at same level.

Check service openings are at correct locations as per drawing.

Check waterproofing top is within the FFL.

Clearance for electrical work done in toilet area, to be taken from electrical department.

Using tile pieces fix alignment pads on wall.

Tiles to be soaked in water for 2 hours before using.

Work method for Tile Dado work:

Work should be carried out in proper illumination by arranging artificial light. No work should be carried out in dark or improper illumination.

Ensure tiles received are as per drawing.

Fix a straight edge at dado tile bottom of second row. Ensure the top level of straight edge and second row dado tile bottom marking are at same level.

Make a cement paste of required consistency and fix the first full tile as per the starting point shown in drawing. Cement paste should be applied over a surface where tile has to be fixed and on tile back surface too (Thickness of paste should not be more than 10mm after fixing tile). Press the tile over wall surface and check its line, level and verticality. To align the tile in position use wooden mallet.

Repeat step 2 to fix wall tiles of that row. (No gap should be made between two tiles)

After fixing all tiles in row, check line, level and plumb.

Repeat the stapes 2, 3 and 4 to complete dado work on wall.

Ensure all services openings are made in tiles perfectly by fixing flange / cover plate over opening.

On completion, check for any hollow sound over installed tile surface. If there is any hollow sound fill the cement slurry.

If there is any gap between the tile surface an plaster, then fill it with cement slurry.

Make sure tile surface is clean and no cement slurry stains left over tile surface.

Curing should be ensured for next 7 Days by sprinkling water over surface.

Repeat all above points to complete dado on other walls in toilet.

IMPORTANT NOTES:

Experienced person and proper tools should be used for cutting tiles.

Hole in tile should be made with drill bits of less than flange size.

If tiles surface is chip off (Natra), use it where cut tiles are required by removing chip off portion. In any case do not allow to fix surface chip off (Natra) tile.

Before starting tiling make sure, granite use for making frame is from same slab or from same lot in one flat.

In ledge wall corner tiles should be fixed with V groove of 5 x 5mm.

Team

CBEC India

Nov 20, 2021

Attached Terrace Waterproofing - Standard Work Procedure