Suvilas magazine

Suvi

las

Pro

pert

ies

& C

onst

ruct

ions

Pvt

Ltd

“Difficulties in your life do not come to destroy you, but to help you realize yourhidden potential and power, let difficulties know that you too are difficult”

Dr. A.P. J. Abdul Kalam

Magazine Pages 1-26_Layout 1 5/10/2013 9:01 PM Page 3


Suvilas European Construction Standards& Progress Report

Edition 110.07.2012 to 31.03.2013

Suvilas is a combination of two words - ‘Su’ & ‘Vilas’‘Su’ means ‘goodness’ and ‘Vilas’ means ‘Luxury’ in SanskritSuvilas means ‘The Goodness of Luxury’



Suvilas Construction Standard & Progress Report

www.suvilasproperties.com

7

Suvilas Properties & Construction Pvt Ltd wasstarted under the leadership of our Chairman& Managing Director Mr. Sunil Chowdary inthe year 2011 with a share capital of25 Crs / 5 Million USD.

The First & the Second project of Suvilaswould be developed on its own land bank of 15acres within the corporation limit (BBMP) inBangalore with a current land value of Rs.100 Crs / 20 million USD

Prior to starting the company, 4 years of R&Dwas done to get the best in European Construc-tion Standards & Technologies from European countries for Suvilas Construction.

First project of Suvilas “Suvilas Royal Garde-nia” is constructed on 2.05 Acres, housing 72,3 & 4 BHK Intelligent homes ranging from2500 Sqft to 4000 Sqft with a total built up areaof around 2,00,000 Sqft and club house area of13,000 Sqft.

The second project “Suvilas Palms” will beconstructed on 7Acres 6.5 Guntas, housing180 units spread across 5 Towers rangingfrom 2900 Sqft to 4900 Sqft with a total builtup area of 1 Million Sqft and club house areaof 35,000 Sqft.

Suvilas – as a company is a blend of Quality,Engineering Excellence, & European Construc-tion Technology owing to which all our homesare crafted to perfection.

About Us

Quality at work




30%

30% Completed Project

Suvilas is the first Indian company to launch its signature project, “Suvilas RoyalGardenia”, after completion of the foundation, basement and model home

which is 30% construction of the total project.Viewing the work will demonstrate our absolute commitment to quality and the high

construction standards set for ourselves.

The project will be launched by Mid 2013.The project will be handed over within 20 months from the date of launch.

“For us, success is not an option, it is a must”

8




9

SuvilasStrength, Quality & Standards

Company share capital 25 Crores /5 millon USD

Project Land owned by Suvilas Properties Pvt Ltd

Project Construction by Suvilas Construction Pvt Ltd

Architecture/Quality Control Design Desk

All Project Statutory Approvals Obtained before July 2012

Project Bank Approvals Approved by 7 National & Private Banks

Engineering Team In House

Construction Workforce In House

Sales & Marketing In House

Strength

ISO 9001:2008 Certification Under Process

Construction Materials As per the specification

Construction ProcessUsing DOKA Formwork System-Austrian

Technology

Current Status Model Home & Basement under progress

Project LaunchAfter completion of 30% construction of

the Project

Right to information for clientsSuvilas Clients would have the rights to check on con-

struction standards & materials on regular intervals

Project Update/Live streamingSuvilas Clients would have 24/7, 365 days live cover-

age of the work at the project site

Quality & Standards


10 Suvilas Construction Standard & Progress Report


Mr. Sunil Chowdary leads the company with the ambition to produce thebest results possible within the construction industry. With this in mind,he has travelled the globe to bring the latest construction technology tothe Suvilas Group and prides himself on keeping abreast with innovationsin the field. He believes in setting exceptional standards at Suvilas throughprofessional transparency and execution of ethical business practices.

Mr. Chowdary, along with the entire Suvilas Group, firmly believes in cor-porate intervention and philanthropic activities. He has invested in im-proving the living standards of Suvilas construction workers and has beenfully engaged in upgrading the healthcare facilities in the area.

[email protected]

Mr. Sunil Chowdary | CMD




11

Mr. C. R Suresh’s invaluable experience of integrating building practices withthe real estate market ensures that the Suvilas Group always maintains the high-est possible standards.

He believes that customer satisfaction and effective management is imperativeto the business growth and success. Suvilas as a company strives for transper-ancy and excellence throughout all its operations, this is to ensure all stakeholders and clients are proud to be associated with such an esteem and re-spected company.

Mr. C. R. Suresh | Vice Chairman




Evolution of Suvilas

Suvilas – A Dream come trueMr. Sunil Chowdary began his career as a first generation entrepreneur in the year 2008 at the age

of 36. He swiftly became creator and proprietor of ‘The Chow Holdings’ which was primarily a prop-

erty holdings company until 2010. The company’s objective was simple: to acquire land with clear

titles. Whilst managing ‘The Chow Holdings’,

Mr. Chowdary purchased an apartment in downtown Bangalore from a reputed builder. Sub-stan-

dard construction quality and untimely delivery forced Mr. Chowdary to renounce the property and

sell. This incident taught Mr. Chowdary some valuable lessons and changed his entire perception

of the housing market. It was then that his dream of creating a real estate company was realised.

Mr. Chowdary aspired to supply dream homes for those who, much like himself, were unable to

find the quality that they were searching for in the current market. Indeed, Mr. Chowdary soon dis-

covered that quality housing was in high demand. With the determination to achieve his dream, Mr.

Chowdary soon set out to acquire land with clear titles. By using the land already acquired in the

name of ‘The Chow Holdings’ and with help from close friend Mr. M. N. Umesh, an advocate with

over 20 years experience and now a part of the Suvilas family as Director-Legal, his dream could fi-

nally become a reality.

Mr. Chowdary’s next aim was to set a bench mark in the construction industry by using high quality

products. Land with clear titles was identified and Mr. Chowdary’s real estate venture was ready to

begin. It was at this point that Mr. C. R. Suresh joined forces with Mr. Chowdary to form a partner-

ship company called Suvilas Properties in 2010. Suvilas was later made a private limited company

in the year 2011 and became Suvilas Properties Private Limited with a share capital of 25 Cr/ 5

millon USD.

Suvilas Properties Private Limited1




13

Mr. Chowdary met with the talented and knowledgeable architects Mr. Sreedhar S.B. and Mr. Ravi

John Paul at Design Desk in 2011. With experience totalling 20 years, these architects have un-

questionable ability having worked with accomplished architects at Sobha Developers, a reputed

developer and builder.

Collaboration2

After many meeting with Mr. Chowdary, who had firm vision for the project, the architects con-

ceived the final design. The plans were then finalized for Suvilas’s first signature project.

Design3

It was important that statutory approvals were put in place before any work could begin. Suvilas,

along with the architects, made an excellent start by obtaining all the required statutory approvals in

a short span of 8 months. This proved extremely quick for a start up company. As a result, everyone

involved in the project gained a huge amount of confidence.

Naming the project was left to Mr. Chowdary, who decided that this, the debut from Suvilas Proper-

ties Private Limited, should be named ‘Suvilas Royal Gardenia’, a name fitting for such a grand and

ambitious endeavour with a super builtup area of 2 lac sqft on 2.05 Acres of land and named the

second project “Suvilas Palms” to be developed on 10.5 Acres with a built up area of 1 Million sqft.

Approval4

The architects, however, met multiple oppositions when it came to the practicalities of construction.

To achieve the high quality standards which Suvilas aspired to, it was clear that the only option was

to create an in-house construction team to ensure effective monitoring of quality and safety. In 2011

Suvilas Constructions Private Limited was born, Mr. Chowdary becoming the Chairman and Man-

aging Director of The Suvilas Group.

Suvilas Constructions Private Limited5




The next step was to gain expert knowledge and excellent material for the construction process.

Mr. Chowdary, therefore, believed it was of upmost importance to travel to European countries to

research and source expertise in construction methods and materials. His trip was extremely suc-

cessful as he sourced the best quality materials that the construction industry had to offer.

Next was to appoint the correct people for the correct jobs. Fortunately, the right candidates with

prior experience at leading organisation were hired to head different departments. At last, the Suvilas

dream was becoming a reality.

Quality6

To finish the project to the standards Mr. Chowdary initially aspired to, it was agreed that time should

be dedicated to source the right building materials. Mr. Chowdary and Mr. C. R. Suresh, along with

the architects travelled to China in the hope of acquiring building materials. This journey was not

successful as the materials on offer were not to the satisfaction of the team.

Back home in India, the hunt continued to find the best materials for construction. The team visited

more than 100 project sites throughout India and even ventured abroad in their quest. This search

helped them to find the perfect construction materials and equipment which was paramount to

achieve the very best finish. The building of the model home could now begin.

It was decided that in mid 2011, the team would travel again to European countries with the goal of

finding the latest technologies in the construction industry. During their 35000 km search of Europe

by road, the team were very fortunate to source materials which were of high quality.

The CMD of Suvilas was always determined that the correct equipment and materials were to be

used and that no corners should be cut to achieve highest quality standards. By travelling the world

to source the very best the market had to offer and by exercising patients, he had ensured that this

first Suvilas project is exactly what he envisaged.

Sourcing Materials7




15

It was Mr. Chowdary’s decision to showcase European Construction Standards and Technology in

all Suvilas Projects to demonstrate the impeccable standards practiced at Suvilas.

After obtaining all the necessary approvals, on completion of the model home and the basement

slab, which is 30% of project construction the project will be open for inspection after this “Suvilas

Royal Gardenia” will be launched.

Mr. Chowdary was alone when he first dreamed of beginning a construction and real estate devel-

opement company. Now that his dream has become a reality, he has been joined by over 200 em-

ployees, both in the corporate office and the engineering team.

The Suvilas group has also built a strong, skilled work force which is a large and vital part of the

construction team. The Suvilas group has worked towards improving the quality of life of the work-

force by implementing measures such as providing company uniforms, safety gears, building a well

equipped cafeteria on the site as well as providing food and quality accomodation. Mr. Chowdary

also has plans to build a school for the children of the Suvilas workforce to attend. The comfort,

safety and livelihood of all Suvilas employees and their families are of at upmost importance to the

group as a whole.

Launch8

“Every step has to be climbed and there is no shortcut for success”



Suvilas Construction Standards

Focused on becoming the No. 1 real estate and construction company in the industry, Suvilas

places enormous importance on every aspect of construction to achieve the highest possible

standards. Suvilas has quickly distinguished itself as a business who values quality above all

else by coupling the knowledge of experienced workers with the best materials.

What began as one man’s dream has now become a distinct reality, not to mention a

resounding success. The Suvilas team aims to build on their accomplishments as the

company continues to grow, develop and break even more boundaries within construction.



“United we stand”Suvilas Work Force




Excavation work at project site



Site after excavation work




21

Column footing marking

Blockwork for Footing P.C.C




P.C.C for column footing

Concrete for column footings




23

P.C.C for column footing

Column footing - (Our quality after completion)




Reinforcement work for column footing

Our well trained and skilled work force




25

Our well trained and skilled work force

Reinforcement/DOKA formwork for column & footing




Reinforcement work for footing Reinforcement work for columns

The end product of formwork systems




27

Suvilas Construction standards

Suvilas Construction standards




Completed R.C.C work of footing

Completed R.C.C work of footing and pedestals




29

Suvilas work force

Suvilas work force




Suvilas work force

Suvilas work force Suvilas work force




31

Suvilas work force

Construction standards Construction standards




Suvilas construction standards

Suvilas project site




33

Suvilas project site










35

Suvilas work force Safety standards

Suvilas quality standards




Suvilas well equipped team Suvilas work force

Suvilas team at work




37

High quality formwork system for R.C.C retaining walls






Retaining wall - reinforcement work





39

Retaining wall - work in progress

Completed retaining wall




Suvilas Work Force

Suvilas Work Force




41

Suvilas Work Force

Suvilas Work Force




Suvilas Work Force

Suvilas Work Force




43

Suvilas Work Force

Suvilas Work Force




Suvilas Quality at Work





45


Suvilas Costruction Standard




Tower crane footing reinforcement work

Suvilas Quality Standards




47

Suvilas work force

Tower crane erection in progress




Suvilas work force at project site Erection of the Liebherr crane

Tower crane erection in progress




49

Formwork systems for R.C.C wall for UG Sump

Finished R.C.C wall for UG Sump









51


Suvilas Quality standards Suvilas Quality standards




Suvilas Quality standards Suvilas Quality standards

Suvilas Quality standards




53











55











57


Suvilas work force



Suvilas Royal GardeniaModel Home Construction Process




Suvilas block work

DOKA H20 beams for slab shutteringFloor props, tripods and DOKA beams

for slab shuttering

60




DOKA H20 beams for slab shuttering

Floor props, tripods and DOKA beams for slab shuttering

61




Primary, secondary H20 DOKA beams placed above the floor props and tripods

Primary, secondary H20 DOKA beams placedabove Floor props and tripods

Floor props, tripods and DOKA beams for slab shuttering

62





Shuttering for slab beams, Beam forming support workformed to the beams


63




Shuttering work for slab beam with beam forming support

Shuttering work for slab beam with beam forming support

View of shuttering finished beams with DOKA H20 beams and props

64




Shuttering work for slab beam with beam forming support Shuttering for slabs

DOKA birch ply

65




DOKA Beam forming support for R.C.C Beams

DOKA birch ply

66






67






68




Plastering done with Gyproc for model apartment

Plastering done with Gyproc for model apartment

69




Extend view of model apartment before plastering

Extend view of model apartment after plastering

70




Front elevation of model apartment and marketing office

View of balcony

71



Suvilas Royal GardeniaIntelligent Homes




Suvilas Royal Gardenia Intelligent Homes

Project Brief

Project Land Extent 2 Acres 05 Guntas

Land owned by Suvilas Properties Pvt. Ltd.

Construction by Suvilas Construction Pvt. Ltd

Project approvals All statutory approvals obtained

Total Super Built up Area 205857.52 Sqft

Total Club House Area 13189.24 Sqft

No of Units 72

No of car parks 148

No of 3 Bedroom Units 64

No of 4 Bedroom Units 08

Project Bank Approvals ICICI Bank, Axis Bank, LIC, India Bulls, HDFC, Deutsche Bank, & DHFL

Current Status Model Home and Basement work in progress

Launch Date By mid 2013

SPPL’s first residential offering to its Elite clientele Suvilas Royal Gardenia.The emphasis is on Quality at work in all project and related activities to bringout the best for its home owners.

74




75

Suvilas Royal Gardenia Intelligent Homes Statutory Approvals for Launch

Sanctioning Authority NOC# Status Date

BWSSB EIC/ACE(M)TA-9/3693 Obtained 18-08-2011

BESCOM SEE/BCN/EEE(O) AEE-3/6545-47 Obtained 25-08-2011

AAI BIA BL-147/2011 Obtained 12-09-2011

BSNL AGM(TP)/5 Obtained 15-09-2011

HAL AIRPORT ASC/CM/AO/181/HAL-BG210/11 Obtained 28-09-2011

KSPCB PCB/184/CNP/11 Obtained 14-10-2011

FIRE FORCE G.B.C(1)262/2011 Obtained 14-10-2011

MOEF / SEIAA SEIAA: 118/CON/2011 Obtained 21-12-2011

BDA BDA/TPC/MIS/1201/6362/2011-12 Obtained 05-03-2012

BBMPBBMP/ADDL.DIR/JDNORTH/10318/2011-12

Obtained 12-04-2012

Project Royal Gardenia Bangalore




Suvilas Indian and International Partners

ABB Switzerland Worldwide

Headquartered in Zurich, Switzerland, ABB is the largest engineering company in the worldand is a leader in power and automation technology. ABB offers solutions that optimize oper-ational efficiency while minimizing environmental impact. Energy efficient lighting and venti-lation products are the key ABB products that are used in residential buildings. Suvilas haschosen to use ABB’s wiring accessories, voltage motors and products that enable smart homesolutions in order to create intelligent lighting and ventilation across all their projects.

® BASANT BETONS® India

Flexible and perceptive to market needs, Basant Betons® produce an extensive range of supe-rior grade landscaping products used in construction. Internationally procured machine cuttersensure accuracy and precision in the dimensions of blocks. The products are made to Inter-national ASTM/BIS/BS/EN & German Standards giving us the confidence to associate withthis brand.

BOSCH Germany

Suvilas has enlisted the Indian division of the innovative German company which has been themarket leader in automotive technology, consumer goods and industrial technology. Boschcurrently provides the construction site with a complete range of power tools which are engagedat different stages of construction: metalwork, woodwork and concrete work. The wide set ofaccessories which accompany these tools result in a smooth workflow and optimisation of time.

DOKA Austria

The DOKA Group is one of the world leaders in developing, manufacturing and distributingsystems formwork technology in the construction sector. With their innovative, quality-assuredproduct and service offerings, we have partnered with Dokato build safer, faster and a moreefficient method of building.

DEWALT USA

DEWALT has earned a reputation for designing, engineering and building tough, hardwearingindustrial machinery. Today, these characteristics and their vast industry experience are incor-porated with state-of-the-art engineering to produce DEWALT’s broad range of high perform-ance, portable electric power tools and accessories.




77

FRATELLI POGGI Italy

FRATELLI POGGI was established in 1923 by the brothers Antonia and Vinecenzo Poggiand was incorporated in 1958. Today the company is managed by third generation family mem-bers. The company supplies blocks, slabs, tiles and finished works of Roman Travertine. Work-manship is of the highest standard thanks to modern sawmilling and fabrication plants,equipped with the latest state of the art machinery and highly skilled labour force.

FEAL PROGETTI S.A.S, Italy

Suvilas has another reliable alliance with the Italian company, FEAL PROGETTI. The brandis famed for quality reinforcement cutting, bending steel bar machines at construction sites.They are known to epitomise high performance, durability and optimal price-quality ratio forreinforcement equipment. Suvilas is proud to work with the expertise of Feal Progetti, a com-pany which has been in the industry for over 30 successful years and who share a similar cus-tomer focus.

HITACHI Japan

HITACHI Elevators play a vital role in the overall building operations. The quality of the el-evator system determines the degree of serviceability of a building. Hitachi elevators are de-signed to be the most efficient, economical and reliable. The installation process of theseelevators is simple and can also be customised as per specific building requirements.

LAFARGE Paris, France

LAFARGE is a French industrial company specialising in four major products: cement, con-struction aggregates, concrete and gypsum wallboard. The company is the world’s largest ce-ment manufacturer.

Lafarge entered the Indian market in 1999, through its cement business. The company has es-tablished its presence in all its three businesses- cement, aggregates and concrete. Driven by acustomer focused approach, Lafarge offers the construction industry and the general public in-novative solutions bringing greater safety, comfort and quality to their everyday surroundingsand empowers its customers by bringing innovation & sustainability to their construction.

LAPP GermanyThe Lapp Group are the pioneers in introducing the concept of “Total solutions inElectrical Connectivity”, with their unbeatable range of products. LAPP INDIA isa 100% subsidiary of the LAPP GROUP manufactures of cables, connectors, cableglands, conduits and accessories.




LIEBHERR Germany

A world leader in mobile cranes with telescoping or lattice booms, Liebherr ensures that thisworld class machine can operate in the most diverse area. The cranes are powerful, compactand manoeuvrable. They feature ultra-modern “made in Germany” mobile-crane technologyto satisfy combined road and off-road operating requirements on construction sites of all kinds.Only Liebherr cranes are used on Suvilas construction sites.

LUCIS Czech

The LUCIS Company was established in 1999. The main motivation to establish this companywas the desire to producing quality Czech-originated products and to maintain the tradition ofCzech glass making. The word LUCIS comes from the Latin word lux which means light,bright. From the very beginning of its existence, the LUCIS Company has collaborated withyoung Czech designers to create original lighting units. At Suvilas Royal Gardenia all commonarea lighting will be provided by LUCIS.

OPERAI CAVATORE DEL BOTTICINO Italy

Founded in 1932, the Cooperativa Operai Cavatori del Botticino (Botticino Marble WorkersCooperative), is known for its advanced expertise and international acclaim in quarrying someof the most high-quality and stylish marble. Over the years, the company has created a sophis-ticated work process with breakthrough technology in the extraction sector. By procuring mar-ble from Botticino, it is possible to ensure aesthetic consistency in pattern, colour variationand water marks within all Suvilas projects.

OLIVARI Italy

OLIVARI brings with it a century of expertise in the production of handles for doors and win-dows in brass, bronze and nickel silver. BioChrome, an innovative and environmentally-friendlychroming process, was patented by Olivari to eliminate the hazardous hexavalent chrome onbrass, replacing it with trivalent chrome. Partnering with the Italian brand will enhance the aes-thetics and quality of all Suvilas projects.

SCHUCO Germany

SCHUCO is synonymous with sustainable solutions and a comprehensive product range in thesphere of new generation windows, branded as Schüco AWS (Aluminium Window System).Schuco is known for the best thermal insulation, integrated ventilation and innovative designs,adding immense value to the Suvilas properties.

SOBHA India

SOBHA doors has been a core strength of the Sobha Group in recent years. They have becomeknown for providing evolved, high-quality products which hold their value. The Suvilas Groupaims to successfully execute a number of prestigious projects with this partnership.




79

SMARTOMATION India

SMARTOMATION is a founding member of the KNX Association National group(India).The first Company to bring a Complete EIB/KNX residential project into India. SMAR-TOMATION is the only company in India to incorporate Cutting Edge Technology and theWorld’s Best Business Practices and Methods in the Building Automation Industry which uti-lize Smart, Intelligent and Robust design principles drawing parallels from the Aerospace In-dustry in all their solutions.

TATA STEEL India

TATA TISCON is a premium rebar brand from Tata Steel, the largest steel company in theIndian private sector and 6th largest in the world. It holds the laurel of being the first ThermoMechanically Treated (TMT) rebar in the country. Ever since its inception in year 2000, TataTISCON has been shaping up the chaotic market of rebar commodity in India with its numer-ous initiatives. TATA Steel is the only rebar brand in India to be acknowledged as a consumer‘Superbrand’ in 2009-10 and 2011-12.

TOTO Japan

TOTO is the world’s largest plumbing products manufacturer, offering a robust line of com-mercial plumbing fixtures and fittings. The company’s commitment to value includes overallenvironmental responsibility, quality and providing worry-free products, which is in absolutesynthesis with Suvilas Properties Pvt Ltd.

VIEGA Germany

The VIEGA Group makes uncompromising use of high-quality materials such as gunmetal,stainless steel, copper, brass and plastics. These materials are carefully processed by qualifiedspecialists, employing economically and ecologically viable manufacturing methods. Innovationbegins on the shop floor. The company carries out its production operations with machinesand processes which have been developed within the company, and which are unique through-out the world. Professional quality management according to stringent guidelines ensures ahigh standard of quality for the branded articles.

WURTH Germany

The WURTH group is the world market leader in assemble and fastening material. The wideproduct range consists of anchor fasteners, screws, chemical-technical products, diamond sys-tems cutting equipment, grinding machines and personal protection equipment. More than 3million customers all over the world have complete trust in Wurth products. The work forceand a special corporate philosophy are the driving forces behind the long standing success en-joyed by the Wurth group.




“There are three forms of visual art: Painting - art to look at, Sculpture - art you can walk around, and

Architecture - art you can walk through”. Merging all three, Suvilas has collaborated with the Design Desk to

translate the client’s dreams of owning functionally efficient, aesthetically pleasing and value added effective

environmental homes.

The Suvilas Group and Design Desk have a common vision and mission that speaks of commitment at work,

achieving high standards of ethics and a passion for innovation, which in turn result in “Quality at Work”.

Design Desk’s principal architects, having been part of Sobha Developer Ltd for a decade, have experience in

handling various types of projects which include: apartments, office blocks, villa/row housing development,

commercial complexes, software development blocks, residences, office interiors, restaurants, resorts, club-

houses and hospitals. The firm is presently involved in handling projects that amount to approximately 2.5

million sq.ft of built up area and is working with some of the largest developer groups in the country.

The principal architects have together designedand worked on more than 15 million sq.ft ofBUA in their experiences with previous organi-zations. The principal architects are ably sup-ported by an enthusiastic team of talented seniorarchitects, technicians, 3D visualizors and othersupport staff.

Design Desk is associated with highly experi-enced consultants for their Structural (M/sManohar Consultants) and Services designs(EDA and Alpha Consultants) and thereby isable to offer a “Single Window” package for theentire project.

As the principal architects of Suvilas Group, De-sign Desk will also be monitoring all aspects ofquality at the project site.

The Team The Principal Architects

Sreedhar S. B has gained 19 years of experience and hasworked with reputed companies in Singapore, UAE. Hepreviously held the post of Senior General Manager of theArchitecture Department (Inhouse Projects) at Sobha De-velopers. He has several prestigious projects to his namethat include Sobha Lifestyle Villas near the Bangalore In-ternational Airport, Sobha Tulip, Sobha Lakeview Club-house, Sobha Emerald Row Housing and Sobha Ananthaat Richmond Town.

Ravi John comes with 17 years of experience with reputedcompanies at Bangalore apart from a stint at Muscat. Hepreviously held the post of Senior General Manager of theArchitecture Department (Contract Projects) at Sobha De-velopers. He has several prestigious projects to his name,including, Infosys Studio & Infosys Food court at Banga-lore, Infosys SDB at Pune, Infosys Floating Restaurant atMysore, ICICI Corporate Office at Bangalore, Sobha Onyxand Sobha Hill View.


Suvilas Properties Pvt Ltd&

Suvilas Constructions Pvt Ltd


Magazine P

ages 67-74_Layout 1 5/10/2013 9:51 PM

Page 82

Project Summary

The site for the project Suvilas Royal Gardenia is locatedat Royal Street Mydarahalli, Bangalore near Abbigere(Geographical location- 13deg 04’15” North, 77deg 31’07”East & elevated at 2905 feet above Mean Sea Level).Corner plot comprising of north & west roads with extentof land 2.05 ACRES.

The land slopes from North east to South west with con-tour level starting from 103.00 from north east to 100.50towards south west.

Contents• Summary

• Process followed for Excavation

• Process followed for Footings

• Plain Cement Concrete

• Block Work for P.C.C

• Marking

• Reinforcement

• Shuttering

• Concrete

Process followed for Columns• P.C.C

• Footing

• Pedestal

• Starters

• Columns




Date Description of work Approved/Suggestion by Images

10-07-2012Marking for excavation as per option-2 drawing done by Mr. Gautam of Asian Survey

20-07-2012Marking was checked by the Site Engineer - Munirasu L& found correct as per drawing

21-07-2012Cross checking done by Project Manager & General Manager

30-07-2012Approval for excavation was taken after final inspection from Mr. Sreedhar head of Quality Control

01-08-2012

Bhoomi Pooja was done with the presence of CMD &Suvilas team. Excavation started byM/s. Mylaralingeshwara earth movers & 5 loads of exca-vated earth shifted to model home site to create a bundaround the model home

10-08-2012

40 ton roller rolled over the excavated soilrock drilling & cutting continued and the excavated soilwas shifted Marking for footing P.C.C marking completedfor 12 nos

CMD suggested to do blockwork for footing P.C.C sidesinstead of plywood shuttering.Mr Sreedhar Head of QualityControl visited the site inspectedthe ongoing activities

30-09-2012 Excavation completed

EXCAVATION


Suvilas Construction Standard & Progress Report 85



24-09-2012

Block work for P.C.C started from south west corner.There was a level difference of 130 mm & was decided tomaintain 50 mm of minimum thickness of concrete.X1/Y1, X2/Y6, X1/Y8, X2/Y12, X4/Y8, X6/Y8

Mr. Sreedhar Head of Quality Control

25-09-2012Block work for footing P.C.CX1/Y2-Y3, X3/Y1, Y1/X5

26-09-2012 Block work for Footing P.C.C

27-09-2012Block work for Footing P.C.CX7-X6-X4/Y3

28-09-2012

Block work for Footing P.C.CAnti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautionsM10 concrete of 6 cmts. done for footing.X2/Y6, X1/Y8, X2/Y12, X4/Y8, X6/Y8

FOOTING





29-09-2012

Block work for Footing P.C.C Anti-termite treatment wasdone an hour prior commencing work as per manufac-turer’s specificationwith mandatory safety precautions.M10 concrete of 6 cmts. done for footing.X1/Y1, X1/Y2-Y3, X3/Y1, Y1/X5

Mr. Sreedhar Head QualityControl visited the site andinspected the work progress andapproved the Inspection Report

30-09-2012It was decided that all footing concrete would be in onelevel even if the concrete quantity had to be increased.X12/Y2, BX1/Y5-Y10

Mr. Sunil Chowdary - CMD

01-10-2012Block work for Footing P.C.C & retaining wallX7-X6-X4/Y3, X6/Y6, X7/Y6, X7/Y1

02-10-2012Block work for Footing P.C.C & retaining wallM10 concrete of 12 cmts. done for footingB2/X9, X7/Y5, X9-X10-X11-X12/Y4-Y7

03-10-2012

M10 concrete of 12 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.M10 concrete of 12 cmts. done for footingX7-X6-X4/Y3, X6/Y6, X7/Y6, X7/Y1, B2/X9, X7/ Y5,X9-X10-X11-X12/Y4-Y7, X12/Y2, BX1/Y5-Y10

Mr. Sunil Chowdary - CMDvisited the site

04-10-2012M10 concrete of 24 cmts. done for footing & south sideretaining wall





05-10-2012

M10 concrete of 18 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.M10 concrete of 12 cmts. done for footingX4/Y5, X7/Y12, X7-X6-X4/Y14, X7/Y16, X9/Y13-Y15, BX1/Y11-Y36, X9/B11

Mr. Sreedhar Head of Quality Control

07-10-2012

M10 concrete of 12 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.X4-X5/Y8, X5/Y9, BX1/Y37-B30

08-10-2012

M10 concrete of 12 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.X8-X9/Y8-Y9-Y10, X1/Y14-Y15-Y16, X3-BX4/Y16-B11, X5/Y16-B11

09-10-2012 Block work for Footing P.C.C

Mr. Sreedhar Head QualityControl visited the site andinspected the work progress andapproved the Inspection Report

10-10-2012

M10 concrete of 12 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.X26/Y2-Y15






11-10-2012

M10 concrete of 12 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.X26/Y16-Y30, X14-X26/Y1

12-10-2012

M10 concrete of 18 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.X12-X13-X14/Y8-Y9-Y10-Y12, X10-X13/Y1

Mr. Sunil Chowdary - CMD

13-10-2012Block work for Footing P.C.CBX13-BX15/B13-B16

Mr. Sreedhar Head QualityControl visited & inspected thework progress and approved theInspection Report

14-10-2012

Block work for Footing P.C.CDue to heavy rain in the evening, a part of the southeastSSM wall with soil collapsed.X14-X15-B17/Y3, X14/Y1

15-10-2012Workforce toilet – block work marking started, sincefooting marking could not be carried out due to rain de-watering work started

Work stopped for 2 days due torain

16-10-2012M10 concrete of 24 cmts. done for footing & south sideretaining wall

Workforce toilet – block work up to 1.2mts done





17-10-2012Column & Footing marking started, Workforce toilet –block work, security cabin lintel concrete done


18-10-2012Block work for Footing P.C.C & retaining wallBX-12/BX14 – B11/B14

19-10-2012Block work for Footing P.C.C & retaining wallX14-B2, X20-Y2, X19-Y3, X15/X14/X17-Y3, X17-B8,X17-Y6, X15-Y6

20-10-2012Block work for Footing P.C.C & retaining wallX20/BX24-Y14/Y15, BX24-Y12, X16-Y16/B11, X17-Y12, X17/X15/X14-Y14, X16-Y16/B11, X14-Y16/B11

Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report

21-10-2012Block work for Footing P.C.C & retaining wallB1-X1/X11, X24-Y8/Y11/Y15, Bx29-B5/B8/Y11/ Y15,X19-Y6/YB8, BX19-Y8/Y9, X14-Y6, X12-Y13/Y15

25-10-2012

Leveling of earth in & around block work for P.C.C wasdone.Workforce toilet – block work & sill concrete done.M15 Pumping concrete of 30 cmts. done for footing.Anti-termite treatment was done an hour prior com-mencing work as per manufacturer’s specification withmandatory safety precautions





26-10-2012

Formwork for footing (Y1-X1) started & completed X14-B2, X20-Y2, X19-Y3, X15/X14/X17-Y3, X17-B8,X17-Y6, X15-Y6, X20/BX24-Y14/Y15, BX24-Y12, X16-Y16/B11, X17-Y12, X17/X15/X14-Y14, X16-Y16/B11,X14-Y16/B11, B1-X1/X11, X24-Y8/ Y11/Y15, Bx29-B5/B8/Y11/Y15, X19-Y6/YB8, BX19-Y8/Y9, X14-Y6,X12-Y13/Y15

Pumping of M10 gradeconcrete was not possible.M15 grade concrete wasconsidered for P.C.C

27-10-2012

M10 concrete of 18 cmts. done for footing P.C.C Anti-termite treatment was done an hour prior commencingwork as per manufacturer’s specification with mandatorysafety precautions.M25 concrete of 2 cmts. done for FootingBX-12/BX14 – B11/B14, X14-Y16/B11, X12-Y13/Y15Y1-X1 (F12 Footing)

Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report.Mr. Sunil Chowdary - CMDvisited the site

29-10-2012Workforce toilet block work started above the soil. Rein-forcement & shuttering work carried out

30-10-2012Workforce toilet block work completed up to lintel level,reinforcement & shuttering work carried out

31-10-2012Reinforcement & shuttering work carried out. Heavy rainin the evening


02-11-2012Reinforcement & shuttering work carried out.Housekeeping work carried out because of slush at sitedue to heavy rain





03-11-201236 cmts. of M25 concrete was done to footingsY1-X5,Y2/Y3-X1, Y6-X2


04-11-2012Holiday, housekeeping work carried out because of slushat site due to heavy rain

05-11-2012Reinforcement & shuttering work carried out for footingsalong with housekeeping

06-11-201240 cmts. of M25 concrete was done to footingsY1-X7, Y5-X4, Y5-X6

07-11-2012

M10 concrete of 12 cmts. done for footing.Anti-termite treatment was done an hour priorcommencing work as per manufacturer’s specificationwith mandatory safety precautions.X26/Y2-Y15

Robo sand were spread abovethe soil next to footing toavoid slush at the site as perthe instructions of Mr. SunilChowdary - CMD





08-11-2012 Reinforcement & Shuttering work carried out for footings

Mr. Leon, Mr. Bhushan andMr. Praveen of DOKA visitedthe site and suggested to usewalers for footing side panels

9-11-201264 cmts. of M25 concrete was done to footings, retainingwall footing reinforcement started for 12 mts. X7-Y3, X5-Y8, X4-Y12, X2-Y12, X1-Y8

Mr. Bhushan and Mr. Praveenwere present for CF2 footingconcrete

10-11-20127.4 cmts. of M25 concrete was done to retaining wall foot-ings for a length of 10 mts B/1-B/6

Mr. Sreedhar Head Quality Controldecided to rise the podium includingthe 2 towers by 200 mm to match theroad level (north side)

11-11-2012Holiday, but de shuttering work carried out along withcuring and house keeping

12-11-2012Holiday - Diwali. But shuttering work carried out alongwith curing, house keeping

15-11-2012Reinforcement & shuttering work carried out for 4footings. Earth backfilling between footings started withlayers of 150 mm thick & compaction simultaneously

Retaining wall work to becarried out further on southernside as per the instructions ofMr. Sunil Chowdary - CMD




86


16-11-201238.5 cmts. of M25 Concrete was done for 4 footings andretaining wall footing of length of 24 mts. on the southernside footings X9-Y2, X5-Y9, X6-Y12, X7-Y12

17-11-2012 Reinforcement for 3 footings, backfilling between footings

18-11-2012 Reinforcement for 3 footings continued

19-11-2012Reinforcement for 2 footings, 12 mtr of retaining wall.Shuttering works

20-11-2012

72 cmts. of Concreting for 7 footings and 36 mtsretaining wallFootingsX11-Y16, X1-Y14, BX1-Y2, BX1-B7, BX1-Y9,BX1-B10, BX1-Y16Retaining WallBetween B11 to B27

21-11-2012Reinforcement work and manual excavation for U Gsump commenced

22-11-2012Continuation of reinforcement for 4 footings andshuttering work commenced




87


23-11-20122 Footings Concrete, Shuttering Works, 5 numbers ofpedestal M40 grade concrete done.X7-Y14, X1-Y16

24-11-2012Pavers laid at site office, Reinforcement for footings, slushremoval and dewateringX7-Y6, X12-Y2

As per CMD’s instructionsstickers for footing numbers andcompany logos were fixed onfootings surface.Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report

25-11-2012 Pavers laid at site office

26-11-2012 Reinforcement work for lift footing and backfilling work

27-11-20124 footings concrete, earth back filling and pedestalconcrete for 4 columns, 5 starters concreteX7-Y6, X12-Y2, X9-Y15, X9-B11

28-11-2012Reinforcement work for 3 footings and 3 cmts. for3 columns along with shuttering completed

29-11-20123 cmts. of concreting for 4 columnsX1-Y1, X1-Y8, BX1-B4, BX1-B7

30-11-2012

10 cmts. of concreting for UG sump P.C.C concretereinforcement work for lift footing completed along withshutteringBX23-X15




88


01-12-2012Concreting was postponed to 03-12-12 due to plantmaintenance work by Ultratech RMC

Seminar on safety was attendedby entire Suvilas team at HotelVivanta at Yeshwanthpur

03-12-2012

102 cmts. of Concreting for 3 footings and 3 cmts.for 3 columns & startersX12-Y4, X14-Y1, X3-Y16BX1-Y9, BX1-B10, BX1-Y16


06-12-2012Reinforcement for retaining wall (western side) started,8 cmts. of Concreting for 4 footingsBX1—B12, BX1-Y19, BX1-B22, BX1-Y30

07-12-2012 Reinforcement for retaining wall & shuttering completed

08-12-201253 cmts. of Concreting for R.C.C retaining wall alongwith 2 footing attached to wall doneX8-BX10, BX29-X24


09-12-2012Holiday but de shuttering work carried out along withcuring and house keeping

10-12-2012 Reinforcement & shuttering work carried out




89


11-12-20125.5 cmts. of concreting for 2 footings with UG sumpP.C.CX19-Y6, X15-BX18

12-12-201215 cmts. of Concreting for 2 footingsX15-Y5, X17-Y5

13-12-201251 cmts. of concreting for 36 Rmt of retaining wall 3footings with reinforcement & shuttering work carried outB1/B2-X26, B14/B15-X26


15-12-2012

26.5 cmts. of concreting for 36 Rmt of R.C.C retainingwall 3 footings with reinforcement & shuttering workcarried outX5-Y16, Y36/Y37, B29/B30


16-12-2012Holiday but de shuttering work carried out along withcuring, house keeping

17-12-2012 Tower crane footing bottom reinforcement done

Mr. Sunil Chowdary - CMDvisits the site & gave us the idea of pour-ing concrete for column and retainingwall up to 4.50 mts height (Full Height)and for that required DOKA shutteringmaterials to be procured

18-12-201210.5 cmts. of concreting for 3 footings with reinforcement& shuttering work carried outX17-B8, X19-B8, BX17-Y6




90



Mr. Sunil Chowdary - CMDvisited the site and decision wastaken to pour column concreteonly through tower crane orwith boom pump. columnconcrete stopped until then

20-12-201248 cmts. of concreting for 3 footings doneX24-B6, X24-B9, X9-Y10

21-12-201235 cmts. of concreting for 4 footings doneBX29-B5, BX20-Y3, BX1-B26, BX1-Y37

22-12-2012

24 cmts. of concreting for 3 footings done.Tower crane footing commenced as per the reinforce-ment details provided by the manufacturer specification &approved by Mr. Manohar(M/s. Manohar consultants)X12-Y15, X24-Y11, X20-Y2


23-12-2012 Tower crane template received & erected

24-12-2012

48 cmts. of concreting for 7 footings with reinforcement& shuttering work carried out along with reinforcementwork for tower crane footing completed with shutteringX15-Y8, X15-Y12, X17-Y12, X15-Y9, BX25-Y12,BX29-B8, BX1-B17, BX13-B16

Mr. Sunil Chowdary - CMDvisits the site & acknowledgesthe progress of work




91


25-12-201266 cmts. of concrete done for tower crane footing(TOWER CRANE)

Mr. Rajesh Rao fromLIEBHERR CMCtec India PvtLtd. visited the site & checkedthe foundation anchor levelbefore concrete and found thelevel correct

26-12-2012De shuttering of tower crane footing was held due toincrease in setting time

27-12-20123rd phase Block work for footing P.C.C started.Reinforcement work 3 footings started

28-12-2012Reinforcement work 3 footings completed.Shuttering for footings startedBX25-Y14, Y16-X18, Y16-X14

29-12-2012M25 concrete done for 3 footingsBX25-Y14, Y16-X18, Y16-X14


30-12-2012Shuttering for retaining wall of 4.5 mts. x 4.1 mts. onsouthern side started

31-12-2012 Shuttering for retaining wall completedMr Sunil Chowdary - CMDvisits the site & acknowledgesthe progress of work

01-01-2013 3rd phase block work for footing P.C.C in progress




94


02-01-2013

Retaining wall footing reinforcement work for a lengthof 12 mts. & 18 mts. on northern & western side donerespectively.Shuttering for 3 columns done up to beam bottom

03-01-2013

Retaining wall footing shuttering work for a length of12 mts. & 18 mts. on north & west side done respectively.4.5 cmts. of SDC M25 concrete done for retainingwall for a size of 4.1 mts x 4.5 mts. high. 48 cmts. of M25concrete done for retaining wall footingX1-BX12, B11-B16, X16-Y16, BX17-Y12B1&B3 – BX1

Shuttering was done on31-12-12 but concrete forretaining wall was delayed dueto non-availability of SDCconcrete

04-01-2013Reinforcement work carried out for footings with deshuttering of retaining wall footing completed

05-01-2013De shuttering of retaining wall done, negligible patches ofhoney comb found at the bottom

Mr. Sreedhar Head of Quality Controlvisited & inspected the work progress aswell as retaining wall concrete.Mr. Sunil Chowdary -CMD visited the site and instructed tocontinue the further retaining wall withthe same method

06-01-2013

Shuttering for R.C.C retaining wall for size of4.5 mts x 4.1 mts on south side started after fixingchemical water stopper at the concrete joints.Reinforcement work for remaining 2 footings for started

Master flex 610(20 mm X 10 mm) of BASFmake is used for all retainingwall construction joints abovebasement finish level asapproved by Mr. Sreedhar headof Quality Control




95


07-01-2013

Shuttering for R.C.C retaining wall completed.Reinforcement work for remaining 2 footings complete.Shuttering for footing started.North east corner next to gate security cabin work started

08-01-20134.5 cmts. of S.C.C M25 concrete supplied by Lafarge wasdone for retaining wall for a size of 4.5 mts x 4.1 mts.shuttering completed for footing sides

09-01-2013

105 cmts. of M25 concrete for 2 footings & UG sumpdone.Distribution steel for retaining wall on southern & westernside started

10-01-2013De shuttering of retaining wall done, no honey combfound & finish was good.Shuttering for next 4.5 mts length started

11-01-2013

4.5 cmts. of S.C.C M25 concrete done for retaining wallfor a size of 4.5 mts. x 4.1 mts.Reinforcement work UG sump (treated water sump)started & completed

12-01-2013

Shuttering work UG sump done.9 cmts. of M25 concrete for sump footing done.De shuttering of retaining wall done, no honey combfound & finish was good

13-01-2013

Shuttering for next 4.5 mts. length started.Reinforcement work UG sump retaining wall started &completed.Housekeeping work carried out




96


15-01-2013

4.5 cmts. of SDC M25 concrete done for R.C.C retainingwall for a size of 4.5 mts. x 4.1 mts.Distribution steel for UG sump retaining wall started &completed

Mr. Sunil Chowdary - CMDvisited the site & acknowledgethe progress of work

16-01-2013

Shuttering work for UG sump R.C.C retaining wall fortreated water sump started.Reinforcement work for UG sump (Raw & Rain watersump) started

17-01-2013

De shuttering of retaining wall done, negligible patches ofhoney comb found at the bottom.Shuttering work UG Sump retaining wall for water sumpcompleted. Lift core wall reinforcement work started &completed

Mr. Sunil Chowdary - CMDvisited the site & acknowledgethe progress of work

18-01-2013Shuttering work for UG sump completedreinforcement work for entire UG sump completed




97


19-01-2013

16 cmts. of S.C.C M25 concrete done for UG Sump wallfor a size of 21mts. x 3.0 mts. at a stretch.4 cmts. of SCC M40 concrete done for 1 column alongwith 7 starters & 5 pedestals.BX28/BX23– B11/B16

Mr. Sreedhar Head of QualityControl visited & inspected thework progress as well as UGsump shuttering work

21-01-201322 cmts. of M25 concrete done for UG sump footing(raw & rain water).BX18/BX15– B11/B16

Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work

22-01-2013

12 cmts. of M10 concrete done P.C.C footing(Phase -3).Shuttering work for Retaining wall completed.Distribution steel for retaining wall on south completed.


23-01-2013

5 cmts. of S.C.C M25 concrete done for retaining wallalong with starters.Tower crane erection work startedY9/B10-BX1


24-01-2013

12 cmts. of S.C.C M40 concrete done for 7 columnsalong with 5 starters & 5 pedestals.Tower crane erection continued.Y1-X5, Y1-X7, X1-Y3, X1-Y6, XI-Y12, X1-Y14,X1-Y16


25-01-2013

12 cmts. of M25 concrete done retaining wall footing onsouth east corner.Shuttering work for retaining wall started.Tower crane erection continued




98


28-01-2013

5 cmts. of SCC M25 concrete done for retaining wallalong with starters.Tower crane erection completed & commissioned.Reinforcement work for columns carried out.B10/Y15-BX1

Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work.Mr. Sreedhar Head of QualityControl visited & inspectedthe work progress as well asretaining wall concrete

29-01-20136 cmts. of S.C.C M25 concrete done for UG sumpwalls done for a length of 7.5 mts. x 3 mts.BX22/X15-B16


30-01-2013

5 cmts. of S.C.C M25 concrete done for retaining wallalong with starters.Reinforcement work for columns carried out.Y15/B11-BX1

31-01-2013Shuttering for 10 mts. of UG sump wall completed.Reinforcement work for columns carried out

01-02-2013

9 cmts. of S.C.C M25 concrete done for 10 mts. x 3 mts.high UG sump retaining wall.Reinforcement work for columns carried outBX25/BX28-B12/B16

Mr. Sunil Chowdary - CMDalong with Mr. Sreedhar & Mr.Ravi John visited the site &acknowledged the progress of work

02-02-2013Shuttering work for retaining wall started.Column lapping work carried out

Mr. Sreedhar - Head of QualityControl visited & inspected thework progress as well as UGsump retaining wall concrete




99


04-02-20135 cmts. of S.C.C M25 concrete done for retaining wall.Reinforcement work for columns carried outB11/B12-BX1

05-02-2013Shuttering work for UG sump retaining wall started -length 8 mts. x 3 mts.


06-02-2013Shuttering work for retaining wall started.Block work for footing P.C.C next to Tower Cranecompleted

07-02-2013Both UG sump & retaining wall shuttering wascompleted, concrete was not done due to non-availability(Aero India show)


08-02-2013

36 cmts. of M10 concrete for 3rd phase P.C.C footingalong with 16 cmts. M10 (Plum Concrete) for excessexcavated area next to UG sump done as per structuralconsultant’s requirement


09-02-2013 House-keeping & reinforcement work carried out

Mr. Sreedhar, Mr. Manohar& Mr. Seshadri (StandardConsultants) visited the site &inspected the work progress

10-02-2013

6.5 cmts. of S.C.C M25 concrete done for8.0 mts. x 3 mts. UG sump retaining wall.4th phase Block work for P.C.C (footing) startedB12-BX28/BX22

11-02-20135 cmts. of S.C.C M25 concrete done for retaining wall.Texture painting for security & toilet blocks startedB13/B15-BX1

12-02-2013Shuttering work for UG sump retaining wall started -length 12.5 mts. x 3 mts. was completed





13-02-2013Shuttering work completed. Reinforcement work forcolumn and Retaining Wall lapping carried out

14-02-2013 Shuttering for 5 columns in UG sump done

15-02-2013

5 cmts. of S.C.C M40 concrete done for columns.12 cmts. of S.C.C M25 concrete done for UG sumpretaining wall.36 cmts. of M10 for 4th phase P.C.C footingB13/B15-BX29, B13/B15-BX20, B15-BX25,BX29-B23/BX19

16-02-2013Instead of Plum, concrete back filling of soil in layerswith compaction around UG sump started after gettingapproval from the structural consultants

Mr. Sreedhar Head of Quality Controlvisited & inspected the work progress aswell as UG sump retaining wall concrete. He insisted that we fill waterafter 14 days of curing to checkfor leakage in the R.C. Wall

17-02-2013Shuttering work for UG sump internal wall (2 no.s) started- length 6.5 mts. x 3 mts.





18-02-20133 cmts. of M10 for 4th phase done. Shuttering work for 3columns inside UG sump & 4 columns above tower cranefooting done

19-02-2013

6 cmts. of S.C.C M40 concrete done for 7 columns.10 cmts. of S.C.C M25 concrete done for UG sumpretaining wallB13/B15-BX18, B13-BX25, B13/B15-BX16, B13/B15-BX13,BX23/BX26 – B12/B16


20-02-2013

Shuttering for retaining wall footing for 12 mts. started &completed.Reinforcement work for 4 column footings started &completed

Mr. Sunil Chowdary - CMDalong with Mr. Sreedhar visitedthe site & acknowledges theprogress of work

21-02-2013Shuttering for retaining wall (South) started & completed.Reinforcement work for 3 column footings started &completed

Mr. Sunil Chowdary - CMDvisited the site & acknowledgesthe work in progress

22-02-2013

52 cmts. Of M25 concrete completed for 3 columnfootings & 28 mts. of retaining wall footing done.5 cmts. of S.C.C M25 concrete done for south retainingwallB24-X24, Y20-X25, Y24-X24

23-02-201312 cmts. of M25 concrete used for 4 column footings.Reinforcement work for column lapping carried outB24-X24, Y20-X25, Y24-X24





24-02-20136 cmts. of M25 concrete done for 3 column footings doneB29-X24, Y36-X24, B25-X24

25-02-2013

5 cmts. of S.C.C M25 concrete done for southernretaining wall.Shuttering for 4 columns started & completed.Plinth beam reinforcement work near staircase lobbystartedB19/B20-BX1

26-02-2013

5 cmts. of S.C.C M40 concrete done for 4 columns & 2columns (part) in UG sumpShuttering for retaining wall started & completedY2-X9, Y6-X6, Y6-X4, Y16-X3

Mr. Sunil Chowdary - CMDvisited the site & instructed touse Concrete Bucket with towercrane

27-02-2013

Plinth beam reinforcement work next to staircase lobbycompleted.Concrete for retaining wall was provided by the RMCplant

28-02-2013

Shuttering for 5 columns, 6 pedestals & 10 columnstarters commenced.Reinforcement work for 8 column footings in phase 3started






01-03-2013Reinforcement work for 8 column footings started &completed.Housekeeping work carried out.

02-03-2013Reinforcement work for CF2 column started.Housekeeping work carried out.

03-03-2013 Housekeeping work carried out.

04-03-2013Reinforcement work for CF2 completed.Block work for plinth beam completed.Housekeeping work carried out.

05-03-2013Lapping of column reinforcement work carried out.Plinth beam reinforcement work for staircase completed.Housekeeping work carried out.

07-03-20135 cmts. of SCC M25 concrete done for 4.5 mts x 4.5 mts South side retaining wall.12 cmts. of M25 concrete done for column footing.





08-03-20133.5 cmts. of M25 concrete done for column footing.Shuttering work for CF2 footing started.

09-03-2013

7.5 cmts. of SCC M40 concrete done for 4 columns, 4pedestals & 5 column starters.Shuttering work for CF2 footing completedHousekeeping work carried out.

Mr. Sreedhar, Head of QualityControl visited & inspected theprogress of footing concrete.

Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.

10-03-201343 cmts. of M25 concrete done for footing (CF2).Housekeeping work carried out.

11-02-201345 cmts. of M25 concrete done for column footing(CF2).





12-03-20136.5 cmts. of SCC M25 concrete done for 4.5 mts x 4.5 mts Southern side retaining wall.

13-03-2013Shuttering for retaining wall started & completed.Lapping of column reinforcement work carried out.

14-03-2013Shuttering for column footing & columns started.Lapping of column reinforcement work carried out.

15-03-2013

7 cmts. of SCC M25 concrete done for 4.5 mts. x 4.5 mts.South side retaining wall along with 6 mts. of retainingwall starters.6 cmts. of M25 concrete done for column footing.

16-03-20138 cmts. of SCC M40 concrete done for 4 columns, 4pedestals & 5 column starters.


17-03-2013De-shuttering of retaining wall & pedestals done.Housekeeping work carried out


18-03-20136.5 cmts. of SCC M25 concrete done for4.5 mts x 4.5 mts. South side retaining wall.Shuttering for columns started





19-03-20133 cmts. of SCC M40 concrete done for 2 columns, 3column extensions, 3 column starters

20-03-2013De-shuttering of columns done.Lapping of column reinforcement work carried out.


21-03-2013 Shuttering for retaining wall started & completed.Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work

22-03-20135 cmts. of SCC M25 concrete done for 4.5 mts. X 4.5 mts. South side retaining wall.

23-03-20135 cmts. of SCC M40 concrete done for 5 columns, 1pedestals & 3 column starters.







24-03-2013Shuttering for retaining wall started & completed.Housekeeping work carried out.

25-03-2013

5 cmts. of SCC M25 concrete rejected & de-shutteringof retaining wall done.Dismantling of C8 column started, since the concretefinish was not as per Suvilas standards.

Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work

26-03-2013Shuttering for retaining wall started & completed.Dismantling of Column (C8) concrete completed.


27-03-20135 cmts. of SCC M25 concrete done for 4.5 mts. X 4.5 mts. South side retaining wall & retaining wall starter.

Concrete provided by Lafarge.






28-03-2013De-shuttering of retaining wall done & finish was goodwithout any honeycombs.


29-03-2013Shuttering for 4 columns started (including 2 columnsinside the sump).

30-03-2013

Shuttering for retaining wall started & completed.Due to non-supply of concrete, pouring was postponed toMonday.Housekeeping work carried out.

Mr. Sreedhar, Head of QualityControl visited & inspected theprogress of footing concrete.Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.

31-03-2013 Housekeeping work carried out.Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.




Name of Project Suvilas Royal Gardenia Date Report for the Month of August 2012

Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0001/R0

Check List forMobilization / Marking /Centre Line /Excavation

AREA Sl No. ACTIVITY YES NO REMARKS

INITIAL A Mobilization

1Survey drawing to be checked at site & signed by Surveyor,Client, GM-Projects & Project Manager

CheckedSigned Survey Drawing to be obtainedfrom Client. Pending

2Any discrepancy with respect to initial surveyplan needs to be resolved with QAD, Legal dept.,andproject dept

CheckedDiscrepancy of 100 mm found in theNorth East corner of the plot whichwas brought to the notice of the client.

3Check if any space needs to be left for road/roadwidening, future expansions, public drains, HT/LTlines etc.

Checked None

4Levels of adjacent properties, invert levels of drains/manholes, any other important features such as trees,wells, drains, existing structure etc. Within the site

Checked None

QUALITY CONTROL REPORT - SUVILAS ROYAL GARDENIA

AUGUST 2012

CHECK LIST





SUBSTRUCTURE

B Marking/centre line

5Check setting out of building in the presence of project head& sign off the available format at site. Ensure that cross verifi-cation form other project site happens

Checked

Setting out of the Building was done byan external Agency- Asian Survey &Consultants & was also checked byDesign Desk in the presence of GM-Projects & the Project Manager

6

Check or insist site personal on establishing permanentbenchmarks indicating various levels, basement floor level,ground level, ground floor level etc. These bench marksneed to be located in areas where construction activity doesnot happen till building is completed

CheckedPermanent benchmarks was markednear the site office

7 Check if all set back dimensions area are as per the drawing

8 Check all centre lines of both external and internal columnsNeeds to be checked when all theCentre Lines are marked.- Status pending

9 Check overall dimensions after the centerline. Pending

10

If there is more than one building block, cornerpoints of all blocks need to be marked and spacesbetween them to be checked before starting anyconstruction activity

11In case of plotted development, corner point of allplots need to be marked and checked before anyconstruction activity

Not Applicable

SUBSTRUCTURE

C Excavation

12Excavation depth to be checked against what isindicated in structural drawing. Check excavationlevel with respect to TBM as mentioned in drawing

Checked

Checked while excavation was inprogress. However final checking willbe done when the site is ready & priorto starting of P.C.C





13If excavated level is deeper than required, informstructural consultant and give details for correction atthe earliest

Checked To be checked

14Ensure that the structural consultant has checked thesoil condition after excavation

Initial checking was done during theexcavation. However final checkingwill be done on the 22-09-2012. StatusPending

15

Check if sides of excavated pit are in slope/steps.Discuss with structural engineer if extra precaution isneeded in case of poor soil conditions, high groundwater table, space constraints etc

CheckedChecked & found the soil was cutstraight. Given instructions to cut thesoil in slope.

16Check if appropriate barricading is done at theperiphery of excavated pit

Checked No issues

SEPTEMBER 2012

Name of Project Suvilas Royal Gardenia Date Report for the Month of September 2012











2Any discrepancy with respect to initial surveyPlan needs to be resolved with QAD, Legal dept.,andproject dept

CheckedDiscrepancy of 100 mm found in theNorth East corner of the plot which wasbrought to the notice of the client


Checked None

4Levels of adjacent properties, invert levels of drains/manholes, any other important features such as treeswells, drains, existing structure etc. Within the site

Checked None

SUBSTRUCTURE


5Check setting out of building in the presence of projecthead & sign off the available format at site. Ensure thecross verification from other project site happens

Checked

Setting out of the Building was doneby an external agency- Asian Survey &Consultants and also was checked byDesign Desk in the presence of GM-Projects & the Project Manager

6

Check or insist site personal on establishing permanentbenchmarks indicating various levels, basement floor level,ground level, ground floor level etc., These benchmarksneed to be located in areas where construction activity doesnot happen till building is completed


7 Check if all set back dimensions area are as per the drawing Checked

8Check all centre lines of both external and internalcolumns

Checked

9 Check overall dimensions after the centre line Checked

10If there is more than one building block, corner points ofall blocks need to be marked and spaces between them to bechecked before starting any construction activity.

Pending





11In case of plotted development, corner point of all plotsneed to be marked and checked before any constructionactivity

SUBSTRUCTURE

C Excavation

12Excavation depth to be checked against what isindicated in structural drawing. Check excavation levelwith respect to TBM as mentioned in drawing

Checked

Excavation depth to be checked againstwhat is indicated in structural drawing.Check excavation level with respect toTBM as mentioned in drawing

13Excavation depth to be checked against what isindicated in structural drawing. Check excavation levelwith respect to TBM as mentioned in drawing

CheckedStructural consultant to be check randomly


CheckedInitial checking was done during theexcavation. However final checking willbe done on the 22-09-2012

15

Check if sides of excavated pit are in slope/steps.Discuss with structural engineer if extra precaution isneeded in case of poor soil conditions, high groundwater table, space constraints etc.

CheckedChecked & found the soil was cutstraight. Given instructions to cut the soil in slope


Checked No issues

SUBSTRUCTURE

D Foundation & Retaining Wall

17 Check for anti-termite before start of P.C.C for foundation Checked To be checked randomly

18Check for waterproofing requirement before casting offoundations

Checked None

19 Check level of footing Checked None





20Check alignment of foundations randomly with respectto center line

Checked To be checked with surveyor

21Check the location and level of sumps,drains inbasement with respect to foundations

Checked

22 Column reinforcement-cover Checked Found Satisfactory

23Column marking checking after reinforcement beforecasting the footing

Checked Found Satisfactory

24Check for construction joints particularly in case of raftfoundation, at the start of retaining walls/ lift pit walls etc.

Checked To be checked with structural drawing

25 Check for cut outs for services in retaining walls Not applicable

26Adequate coats of water proof application is carried outon retaining wall (externally), as per QCD specification

None

27 Check tie-beams (if any) for location, alignment and level Checked Not applicable

28 Check the starter & the cover after footing Checked Found Correct

29Check lift pits for size, level, waterproofing andconstruction joints

Checked Checked

30 Check for honeycombing and proper curing after casting Checked To be checked

31Inform legal-department for obtaining commencementcertificate after peripheral columns/ retaining wall ofbuilding are executed

Checked

Column not cast. Application forCommencement Certificate will betaken up after completion of all columnsabove Ground Level








2Any discrepancy with respect to initial surveyplan needs to be resolved with QAD, Legal dept.,andproject dept


3Check if any space needs to be left for road/road widening,future expansions, public drains, HT/LT lines etc.

Checked None


Checked None

Name of Project Suvilas Royal Gardenia Date Report for the Month of October 2012



OCTOBER 2012

SUBSTRUCTURE


5Check setting out of building in the presence of project head& sign off the available format at site. Ensure the cross verifi-cation from other project site happens

Checked

Setting out of the Building was doneby an external agency- Asian Survey &Consultants and also was checked byDesign Desk in the presence of GM-Projects & the Project Manager




SUBSTRUCTURE

C Excavation


Checked

Checked while excavation was inprogress. However final checking will bedone when the site is ready & prior tostarting of P.C.C

13If excavated level is deeper than required, inform structuralconsultant and give details for correction at the earlist

Structural consultant to check randomly


CheckedInitial checking was done during theexcavation. However final checking wascompleted on the 22-09-2012

15

Check if sides of excavated pit are in slope/steps.Discuss with structural engineer if extra precaution isneeded in case of poor soil conditions, high groundwater table, space constraints etc

CheckedChecked & found the soil was cut straight.Given instructions to cut the soil in slope

16Check if appropriate barricading is done at theperiphery of excavated pit.

Checked No issues


6



7 Check if all set back dimensions area as per the drawing Checked

8 Check all centre lines of both external and internal columns Checked


10If there is more than one building block, corner points ofall blocks need to be marked and spaces between them tobe checked before starting any construction activity

Pending

11In case of plotted development, corner point of all plots needto be marked and checked before any construction activity





SUBSTRUCTURE



18Check for waterproofing requirement before castingof foundations

Checked None


20Check alignment of foundations randomly withrespect to center line


21Check the location and level of sumps, drains inbasement with respect to foundations

Checked




24Check for construction joints particularly in case of raft foun-dation, at the start of retaining walls/ lift pit walls etc.


25 Check for cut outs for services in retaining walls Checked Core cutting to be done

26Adequate coats of water proof application is carriedout on retaining wall (externally), as per QCD specification

Checked None



29 Check lift pits for size, level, waterproofing and construction joints Checked Checked

30 Check for honeycombing and proper curing after casting To be checked

31Inform legal department for obtainingcommencement certificate after peripheral columns/retaining wall of building are executed

Column not cast. Application forCommencement Certificate willbe taken up after completion of allcolumns above Ground Level




SUBSTRUCTURE



Checked

Setting out of the Building was doneby an external agency- Asian Survey& Consultants and also was checkedby Design Desk in the presence ofGM-Projects & the Project Manager

NOVEMBER 2012

Name of Project Suvilas Royal Gardenia Date Report for the Month of November 2012







2Any discrepancy with respect to initial surveyplan needs to be resolved with QAD, Legal dept.,andproject dept.



Checked None


Checked None





6

Check or insist site personal on establishing permanentbenchmarks indicating various levels, basement floor level,ground level, ground floor level etc. These benchmarks needto be located in areas where construction activity does nothappen till building is completed


7 Check if all set back dimensions area are as per the drawing Checked



10If there is more than one building block, corner points of allblocks need to be marked and spaces between them to bechecked before starting any construction activity.

Pending

11In case of plotted development, corner point of all plots needto be marked and checked before any construction activity

Not- Applicable

SUBSTRUCTURE

C Excavation


Checked


13If excavated level is deeper than required, inform structuralconsultant and give details for correction at the earliest.

Structural consultant to randomly


CheckedInitial checking was done during theexcavation. However final checking wascompleted on the 22-09-2012

15


CheckedChecked & found the soil was cutstraight. Given instructions to cut thesoil in slope


Checked No issues





SUBSTRUCTURE




Checked None





Checked






25 Check for cut outs for services in retaining walls Not applicable


None














2Any discrepancy with respect to initial surveyPlan needs to be resolved with QAD, Legal dept.,andproject dept.

CheckedDiscrepancy of 100 mm found in theNorth East corner of the plot whichwas brought to the notice of the client


Checked None


Checked None

Name of Project Suvilas Royal Gardenia Date Report for the Month of December 2012



DECEMBER 2012

SUBSTRUCTURE



Checked





SUBSTRUCTURE

C Excavation


Checked


13If excavated level is deeper than required, inform structuralconsultant and give details for correction at the earliest.



CheckedInitial checking was done during theexcavation. However final checkingwas completed on 22-09-2012

15




Checked No issues


6

Check or insist site personal on establishing permanentbenchmarks indicating various levels, basement floor level,ground level, ground floor level etc. These benchmarks needto be located in areas where construction activity does nothappen till building is completed.


7 Check if all set back dimensions area as per the drawing. Checked




Pending

11In case of plotted development, corner point of all plots need tobe marked and checked before any construction activity.





SUBSTRUCTURE



18 Check for waterproofing requirement before casting of foundations Checked None





Checked




24Check for construction joints particularly in case of raft foun-dation, at the start of retaining walls/ lift pitwalls etc.


25 Check for cut outs for services in retaining walls Checked Not applicable


None










JANUARY 2013

Name of Project Suvilas Royal Gardenia Date Report for the Month of January 2013










Checked None


Checked None

SUBSTRUCTURE



Checked






6



7 Check if all set back dimensions area as per the drawing Checked



10If there is more than one building block, corner points of allblocks need to be marked and spaces between them to bechecked before starting any construction activity

Pending

11In case of plotted development, corner point of all plots needto be marked and checked before any construction activity.

SUBSTRUCTURE

C Excavation


Checked


13If excavated level is deeper than required, inform structuralconsultant and give details for correction at the earliest

Structural consultant to randomly


CheckedInitial checking was done during theexcavation. However final checkingwas completed on the 22-09-2012




SUBSTRUCTURE




Checked None





Checked






25 Check tie-beams (if any) for location, alignment and level Not applicable


15




Checked No issues






None




Checked Checked










Name of Project Suvilas Royal Gardenia Date Report for the Month of February 2013



FEBRUARY 2013






Checked None


Checked None

SUBSTRUCTURE



Checked


6



7 Check if all set back dimensions area as per the drawing. Checked




Pending

11In case of plotted development, corner point of allplots need to be marked and checked before anyconstruction activity





SUBSTRUCTURE

C Excavation


Checked


13If excavated level is deeper than required, inform structuralconsultant and give details for correction at earliest



CheckedInitial checking was done during theexcavation. However final checkingwas completed on the 22-09-2012.

15




Checked No issues

SUBSTRUCTURE




Checked None

19 Check level of footing Checked

20Check alignment of foundations at randomly withrespect to center line

Checked Checked with the help of the surveyor


Checked






Checked

30 Check for honeycombing and proper curing after casting




23Column marking checking after reinforcement beforecasting the footing.

Checked

24Check for construction joints particularly in case ofraft foundation, at the start of retaining walls/ lift pitwalls etc.

CheckedNot required as per the discussionshad with the Structural Consultants

25 Check for cut outs for services in retaining walls Checked Not applicable

26Adequate coats of water proof application is carriedout on retaining wall (externally), as per QCDspecification

Not applicable. Water table is low.





MARCH2013

Name of Project Suvilas Royal Gardenia Date Report for the Month of March 2013










Checked None


Checked None

SUBSTRUCTURE


5Check setting out of building in the presence of project head& sign off the available format at site. Ensure the cross verification from other project site happens

Checked






6



7 Check if all set back dimensions area are as per drawing Checked

8 Check all centre lines of both external and internal columns Checked To be checked with surveyor


10If there is more than one building block, corner points of allblocks need to be marked and spaces between them to bechecked before starting any construction activity

Pending

11In case of plotted development, corner point of all plots needto be marked and checked before any construction activity.

Not- Applicable

SUBSTRUCTURE

C Excavation


Checked


13If excavated level is deeper than required, inform structuralconsultant and give details for correction at the earliest



CheckedInitial checking was done during theexcavation. However final checkingwas completed on the 22-09-2012

15




Checked No issues





SUBSTRUCTURE




Checked None





Checked




24Check for construction joints particularly in case of raft foundation, at the start of retaining walls/ lift pit walls etc.


25 Check for cut outs for services in retaining walls Core cutting to be done


None




30 Check for honeycombing and proper curing after casting To be checked randomly




Magazine P

ages 1-26_Layout 1 5/10/2013 9:01 PM P

age 1

Thank you for your valuable time.For further information, please contact us on the following address.

No. 100 (Old no 52), Donnabas Tower, Railway Parallel Road, Kumara Park West,Next to Bethesda School, Bangalore 560020

Call 080 2334 9444 Fax 080 2336 3444Web www.suvilasproperties.com

Email [email protected] | [email protected] comments / complaints / feedback please mail it to [email protected]

Suvilas Properties Pvt Ltd

www.suvilasproperties.comSuvilas Properties Pvt Ltd

www.suvilasproperties.com/corporate-profileCorporate Profile

www.suvilasproperties.com/project-statusProject Status


®

Date post:	29-Mar-2016
Category:	Documents
Upload:	prashanth-ap
View:	223 times
Download:	4 times

Suvilas magazine

Documents