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“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
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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’
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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
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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”
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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
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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.
Mr. Sunil Chowdary | CMD
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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
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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
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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
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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
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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”
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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.
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“United we stand”Suvilas Work Force
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Excavation work at project site
Excavation work at project site
Excavation work at project site
Site after excavation work
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Column footing marking
Blockwork for Footing P.C.C
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P.C.C for column footing
Concrete for column footings
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P.C.C for column footing
Column footing - (Our quality after completion)
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Reinforcement work for column footing
Our well trained and skilled work force
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Our well trained and skilled work force
Reinforcement/DOKA formwork for column & footing
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Reinforcement work for footing Reinforcement work for columns
The end product of formwork systems
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Suvilas Construction standards
Suvilas Construction standards
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Completed R.C.C work of footing
Completed R.C.C work of footing and pedestals
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Suvilas work force
Suvilas work force
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Suvilas work force
Suvilas work force Suvilas work force
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Suvilas work force
Construction standards Construction standards
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Suvilas construction standards
Suvilas project site
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Suvilas project site
Suvilas construction standards
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Suvilas construction standards
Suvilas construction standards
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Suvilas work force Safety standards
Suvilas quality standards
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Suvilas well equipped team Suvilas work force
Suvilas team at work
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High quality formwork system for R.C.C retaining walls
Suvilas quality standards
Suvilas quality standards
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Retaining wall - reinforcement work
Suvilas construction standards
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Retaining wall - work in progress
Completed retaining wall
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Suvilas Work Force
Suvilas Work Force
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Suvilas Work Force
Suvilas Work Force
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Suvilas Work Force
Suvilas Work Force
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Suvilas Work Force
Suvilas Work Force
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Suvilas Quality at Work
Suvilas Quality at Work
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Suvilas Quality at Work
Suvilas Costruction Standard
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Tower crane footing reinforcement work
Suvilas Quality Standards
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Suvilas work force
Tower crane erection in progress
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Suvilas work force at project site Erection of the Liebherr crane
Tower crane erection in progress
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Formwork systems for R.C.C wall for UG Sump
Finished R.C.C wall for UG Sump
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Suvilas construction standards
Suvilas construction standards
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Suvilas construction standards
Suvilas Quality standards Suvilas Quality standards
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Suvilas Quality standards Suvilas Quality standards
Suvilas Quality standards
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Suvilas Quality standards
Suvilas Quality standards
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Suvilas construction standards
Suvilas construction standards
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Suvilas construction standards
Suvilas construction standards
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Suvilas construction standards
Suvilas construction standards
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Suvilas Quality standards
Suvilas work force
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Suvilas Royal GardeniaModel Home Construction Process
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Suvilas block work
DOKA H20 beams for slab shutteringFloor props, tripods and DOKA beams
for slab shuttering
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DOKA H20 beams for slab shuttering
Floor props, tripods and DOKA beams for slab shuttering
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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
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Primary, secondary H20 DOKA beams placed above the floor props and tripods
Shuttering for slab beams, Beam forming support workformed to the beams
Primary, secondary H20 DOKA beams placed above the floor props and tripods
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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
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Shuttering work for slab beam with beam forming support Shuttering for slabs
DOKA birch ply
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DOKA Beam forming support for R.C.C Beams
DOKA birch ply
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Suvilas construction standards
Suvilas construction standards
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Plastering done with Gyproc for model apartment
Plastering done with Gyproc for model apartment
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Extend view of model apartment before plastering
Extend view of model apartment after plastering
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Front elevation of model apartment and marketing office
View of balcony
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Suvilas Royal GardeniaIntelligent Homes
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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.
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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
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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.
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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.
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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.
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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.
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“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.
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Suvilas Constructions Pvt Ltd
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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
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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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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
Mr. Sunil Chowdary - CMDvisited the site
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
17-10-2012Column & Footing marking started, Workforce toilet –block work, security cabin lintel concrete done
Mr. Sunil Chowdary - CMDvisited the site
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
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Date Description of work Approved/Suggestion by Images
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
Mr. Sunil Chowdary - CMDvisited the site
02-11-2012Reinforcement & shuttering work carried out.Housekeeping work carried out because of slush at sitedue to heavy rain
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03-11-201236 cmts. of M25 concrete was done to footingsY1-X5,Y2/Y3-X1, Y6-X2
Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report
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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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
Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report
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
Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report
09-12-2012Holiday but de shuttering work carried out along withcuring and house keeping
10-12-2012 Reinforcement & shuttering work carried out
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Date Description of work Approved/Suggestion by Images
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
14-12-2012 Reinforcement & shuttering work carried out
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
Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report
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
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Date Description of work Approved/Suggestion by Images
19-12-2012 Reinforcement & shuttering work carried out
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
Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report
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
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Date Description of work Approved/Suggestion by Images
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
Mr. Sreedhar Head of QualityControl visited & inspected thework progress and approved theInspection Report
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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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
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Date Description of work Approved/Suggestion by Images
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.
Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work
23-01-2013
5 cmts. of S.C.C M25 concrete done for retaining wallalong with starters.Tower crane erection work startedY9/B10-BX1
Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work
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
Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work
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
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Date Description of work Approved/Suggestion by Images
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
Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work
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
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Date Description of work Approved/Suggestion by Images
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.
Mr. Sunil Chowdary - CMDvisited the site
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)
Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work
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
Mr. Sunil Chowdary - CMDvisit the site & acknowledges theprogress of work
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
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Date Description of work Approved/Suggestion by Images
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.
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Date Description of work Approved/Suggestion by Images
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
Mr. Sunil Chowdary - CMDvisited the site
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
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Date Description of work Approved/Suggestion by Images
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
Mr. Sunil Chowdary - CMDvisited the site
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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.
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Date Description of work Approved/Suggestion by Images
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).
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Date Description of work Approved/Suggestion by Images
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.
Mr. Sreedhar, Head of QualityControl visited & inspected theprogress of footing concrete.
17-03-2013De-shuttering of retaining wall & pedestals done.Housekeeping work carried out
Mr. Sunil Chowdary - CMDvisited the site
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
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Date Description of work Approved/Suggestion by Images
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.
Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.
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.
Mr. Sreedhar, Head of QualityControl visited & inspected theprogress of footing concrete.
Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.
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Date Description of work Approved/Suggestion by Images
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.
Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.
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.
Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.
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28-03-2013De-shuttering of retaining wall done & finish was goodwithout any honeycombs.
Mr. Sunil Chowdary - CMDvisited the site & acknowledgedthe progress of work.
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.
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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
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AREA Sl No. ACTIVITY YES NO REMARKS
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
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AREA Sl No. ACTIVITY YES NO REMARKS
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
Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0002/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
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AREA Sl No. ACTIVITY YES NO REMARKS
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
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 treeswells, drains, existing structure etc. Within the site
Checked None
SUBSTRUCTURE
B Marking/centre line
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
CheckedPermanent benchmarks was markednear the site office
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
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AREA Sl No. ACTIVITY YES NO REMARKS
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
14Ensure that the structural consultant has checked thesoil condition after excavation
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
16Check if appropriate barricading is done at theperiphery of excavated pit
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
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AREA Sl No. ACTIVITY YES NO REMARKS
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
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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/road widening,future expansions, public drains, HT/LT lines etc.
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
Name of Project Suvilas Royal Gardenia Date Report for the Month of October 2012
Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0003/R0
Check List forMobilization / Marking /Centre Line /Excavation
OCTOBER 2012
SUBSTRUCTURE
B Marking/centre line
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
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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 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
14Ensure that the structural consultant has checked thesoil condition after excavation
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
AREA Sl No. ACTIVITY YES NO REMARKS
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
CheckedPermanent benchmarks was markednear the site office
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
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 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
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AREA Sl No. ACTIVITY YES NO REMARKS
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 castingof foundations
Checked None
19 Check level of footing Checked None
20Check alignment of foundations randomly withrespect to 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 raft foun-dation, 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 Checked Core cutting to be done
26Adequate coats of water proof application is carriedout on retaining wall (externally), as per QCD specification
Checked 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
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
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SUBSTRUCTURE
B Marking/centre line
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 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
Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0004/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 treeswells, drains, existing structure etc. Within the site
Checked None
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AREA Sl No. ACTIVITY YES NO REMARKS
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
CheckedPermanent benchmarks was markednear the site office
7 Check if all set back dimensions area are as per the drawing Checked
8 Check all centre lines of both external and internal columns Checked
9 Check overall dimensions after the centre line 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
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, inform structuralconsultant and give details for correction at the earliest.
Structural consultant to randomly
14Ensure that the structural consultant has checked thesoil condition after excavation
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 cutstraight. Given instructions to cut thesoil in slope
16Check if appropriate barricading is done at theperiphery of excavated pit
Checked No issues
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AREA Sl No. ACTIVITY YES NO REMARKS
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 castingof foundations
Checked None
19 Check level of footing Checked None
20Check alignment of foundations randomly withrespect to 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 raft foun-dation, 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 carriedout on 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
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
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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 treeswells, drains, existing structure etc. Within the site
Checked None
Name of Project Suvilas Royal Gardenia Date Report for the Month of December 2012
Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0005/R0
Check List forMobilization / Marking /Centre Line /Excavation
DECEMBER 2012
SUBSTRUCTURE
B Marking/centre line
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 checkedby Design Desk in the presence ofGM-Projects & the Project Manager
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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, inform structuralconsultant and give details for correction at the earliest.
Structural consultant to check randomly
14Ensure that the structural consultant has checked thesoil condition after excavation
CheckedInitial checking was done during theexcavation. However final checkingwas completed on 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 thesoil in slope
16Check if appropriate barricading is done at theperiphery of excavated pit
Checked No issues
AREA Sl No. ACTIVITY YES NO REMARKS
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.
CheckedPermanent benchmarks was markednear the site office
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
9 Check overall dimensions after the centre line 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 need tobe marked and checked before any construction activity.
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AREA Sl No. ACTIVITY YES NO REMARKS
SUBSTRUCTURE
D Foundation & Retaining Wall
17 Check for anti-termite before start of P.C.C for foundation Checked To be checked randomly
18 Check for waterproofing requirement before casting of foundations Checked None
19 Check level of footing Checked None
20Check alignment of foundations randomly withrespect to 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 raft foun-dation, at the start of retaining walls/ lift pitwalls etc.
Checked To be checked with structural drawing
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 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
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
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JANUARY 2013
Name of Project Suvilas Royal Gardenia Date Report for the Month of January 2013
Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0006/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/road widening,future expansions, public drains, HT/LT lines etc.
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
B Marking/centre line
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 checkedby Design Desk in the presence ofGM-Projects & the Project Manager
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AREA Sl No. ACTIVITY YES NO REMARKS
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
CheckedPermanent benchmarks was markednear the site office
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
9 Check overall dimensions after the centre line 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
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, inform structuralconsultant and give details for correction at the earliest
Structural consultant to randomly
14Ensure that the structural consultant has checked thesoil condition after excavation
CheckedInitial checking was done during theexcavation. However final checkingwas completed on the 22-09-2012
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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 castingof foundations
Checked None
19 Check level of footing Checked None
20Check alignment of foundations randomly withrespect to 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 raft foun-dation, at the start of retaining walls/ lift pit walls etc.
Checked To be checked with structural drawing
25 Check tie-beams (if any) for location, alignment and level Not applicable
AREA Sl No. ACTIVITY YES NO REMARKS
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
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AREA Sl No. ACTIVITY YES NO REMARKS
26Adequate coats of water proof application is carriedout on 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 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
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
Name of Project Suvilas Royal Gardenia Date Report for the Month of February 2013
Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0007/R0
Check List forMobilization / Marking /Centre Line /Excavation
FEBRUARY 2013
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AREA Sl No. ACTIVITY YES NO REMARKS
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 treeswells, drains, existing structure etc. Within the site
Checked None
SUBSTRUCTURE
B Marking/centre line
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 checkedby Design Desk in the presence ofGM-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
CheckedPermanent benchmarks was markednear the site office
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
9 Check overall dimensions after the centre line 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 allplots need to be marked and checked before anyconstruction activity
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AREA Sl No. ACTIVITY YES NO REMARKS
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, inform structuralconsultant and give details for correction at earliest
Structural consultant to check randomly
14Ensure that the structural consultant has checked thesoil condition after excavation
CheckedInitial checking was done during theexcavation. However final checkingwas completed 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 thesoil in slope
16Check if appropriate barricading is done at theperiphery of excavated pit
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 castingof foundations
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
21Check the location and level of sumps, drains inbasement with respect to foundations
Checked
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28 Check the starter & the cover after footing Checked Found Correct
29Check lift pits for size, level, waterproofing andconstruction joints
Checked
30 Check for honeycombing and proper curing after casting
31Inform legal department for obtainingcommencement certificate after peripheral columns/retaining wall of building are executed
AREA Sl No. ACTIVITY YES NO REMARKS
22 Column reinforcement-cover Checked Found Satisfactory
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.
27 Check tie-beams (if any) for location, alignment and level Checked Not applicable
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MARCH2013
Name of Project Suvilas Royal Gardenia Date Report for the Month of March 2013
Prepared By Design Desk. Architects Report No: 2011/ 002/ QCD/ 0008/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/road widening,future expansions, public drains, HT/LT lines etc.
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
B Marking/centre line
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
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
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Suvilas Construction Standard & Progress Report 137
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AREA Sl No. ACTIVITY YES NO REMARKS
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
CheckedPermanent benchmarks was markednear the site office
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
9 Check overall dimensions after the centre line 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
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, inform structuralconsultant and give details for correction at the earliest
Structural consultant to check randomly
14Ensure that the structural consultant has checked thesoil condition after excavation
CheckedInitial checking was done during theexcavation. However final checkingwas completed 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 thesoil in slope
16Check if appropriate barricading is done at theperiphery of excavated pit
Checked No issues
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138 Suvilas Construction Standard & Progress Report
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AREA Sl No. ACTIVITY YES NO REMARKS
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 castingof foundations
Checked None
19 Check level of footing Checked None
20Check alignment of foundations randomly withrespect to 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 raft foundation, 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 Core cutting to be done
26Adequate coats of water proof application is carriedout on 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
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 randomly
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
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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
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