Suvilas Properties & Constructions Pvt Ltd
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“Difficulties in your life do not come to destroy you, but to help you realize your hidden 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 1 10.07.2012 to 31.03.2013
Suvilas is a combination of two words - ‘Su’ & ‘Vilas’ ‘Su’ means ‘goodness’ and ‘Vilas’ means ‘Luxury’ in Sanskrit Suvilas means ‘The Goodness of Luxury’
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Suvilas Construction Standard & Progress Report
About Us
Quality at work
Suvilas Properties & Construction Pvt Ltd was started under the leadership of our Chairman & Managing Director Mr. Sunil Chowdary in the year 2011 with a share capital of 25 Crs / 5 Million USD.
The First & the Second project of Suvilas would be developed on its own land bank of 15 acres within the corporation limit (BBMP) in Bangalore with a current land value of Rs.100 Crs / 20 million USD Prior to starting the company, 4 years of R&D was done to get the best in European Construction Standards & Technologies from European countries for Suvilas Construction.
First project of Suvilas “Suvilas Royal Gardenia” is constructed on 2.05 Acres, housing 72, 3 & 4 BHK Intelligent homes ranging from 2500 Sqft to 4000 Sqft with a total built up area of around 2,00,000 Sqft and club house area of 13,000 Sqft.
The second project “Suvilas Palms” will be constructed on 7Acres 6.5 Guntas, housing 180 units spread across 5 Towers ranging from 2900 Sqft to 4900 Sqft with a total built up area of 1 Million Sqft and club house area of 35,000 Sqft. Suvilas – as a company is a blend of Quality, Engineering Excellence, & European Construction Technology owing to which all our homes are crafted to perfection.
www.suvilasproperties.com
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30%
30% Completed Project Suvilas is the first Indian company to launch its signature project, “Suvilas Royal Gardenia”, 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”
www.suvilasproperties.com
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Suvilas
Strength, Quality & Standards Strength
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
Quality & Standards ISO 9001:2008 Certification
Under Process
Construction Materials
As per the specification
Construction Process Current Status Project Launch
Right to information for clients
Project Update/Live streaming
Using DOKA Formwork System-Austrian Technology
Model Home & Basement under progress After completion of 30% construction of the Project
Suvilas Clients would have the rights to check on construction standards & materials on regular intervals
Suvilas Clients would have 24/7, 365 days live coverage of the work at the project site
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Mr. Sunil Chowdary | CMD Mr. Sunil Chowdary leads the company with the ambition to produce the best results possible within the construction industry. With this in mind, he has travelled the globe to bring the latest construction technology to the Suvilas Group and prides himself on keeping abreast with innovations in the field. He believes in setting exceptional standards at Suvilas through professional transparency and execution of ethical business practices. Mr. Chowdary, along with the entire Suvilas Group, firmly believes in corporate intervention and philanthropic activities. He has invested in improving the living standards of Suvilas construction workers and has been fully engaged in upgrading the healthcare facilities in the area.
sunilchowdhary@suvilasproperties.com
www.suvilasproperties.com
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Mr. C. R. Suresh | Vice Chairman Mr. C. R Suresh’s invaluable experience of integrating building practices with the real estate market ensures that the Suvilas Group always maintains the highest possible standards. He believes that customer satisfaction and effective management is imperative to the business growth and success. Suvilas as a company strives for transperancy and excellence throughout all its operations, this is to ensure all stake holders and clients are proud to be associated with such an esteem and respected company.
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Evolution of Suvilas Suvilas – A Dream come true
Mr. 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 property 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-standard 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 discovered 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 finally become a reality.
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Suvilas Properties Private Limited 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 partnership 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.
www.suvilasproperties.com
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Collaboration 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 unquestionable ability having worked with accomplished architects at Sobha Developers, a reputed
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developer and builder.
Design After many meeting with Mr. Chowdary, who had firm vision for the project, the architects conceived the final design. The plans were then finalized for Suvilas’s first signature project.
Approval 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 Properties 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
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second project “Suvilas Palms” to be developed on 10.5 Acres with a built up area of 1 Million sqft.
Suvilas Constructions Private Limited 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 Managing Director of The Suvilas Group.
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Quality 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 successful 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.
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Sourcing Materials 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.
www.suvilasproperties.com
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Launch 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 employees, 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 workforce 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.
“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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Suvilas Work Force
“United we stand”
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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
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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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Suvilas quality standards
Suvilas quality standards
High quality formwork system for R.C.C retaining walls
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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
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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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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 Royal Gardenia Model Home Construction Process
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Suvilas block work
Floor props, tripods and DOKA beams for slab shuttering
DOKA H20 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 placed above Floor props and tripods
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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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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 Gardenia Intelligent Homes
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Suvilas Royal Gardenia Intelligent Homes
Project Brief
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 bring out the best for its home owners. 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
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Suvilas Royal Gardenia
Intelligent Homes Statutory Approvals for Launch Project Royal Gardenia
Bangalore
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
BBMP
BBMP/ADDL.DIR/JD NORTH/10318/2011-12
Obtained
12-04-2012
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Suvilas Indian and International Partners ABB Switzerland Worldwide
Headquartered in Zurich, Switzerland, ABB is the largest engineering company in the world and is a leader in power and automation technology. ABB offers solutions that optimize operational efficiency while minimizing environmental impact. Energy efficient lighting and ventilation products are the key ABB products that are used in residential buildings. Suvilas has chosen to use ABB’s wiring accessories, voltage motors and products that enable smart home solutions 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 superior grade landscaping products used in construction. Internationally procured machine cutters ensure accuracy and precision in the dimensions of blocks. The products are made to International ASTM/BIS/BS/EN & German Standards giving us the confidence to associate with this brand.
BOSCH Germany
Suvilas has enlisted the Indian division of the innovative German company which has been the market leader in automotive technology, consumer goods and industrial technology. Bosch currently provides the construction site with a complete range of power tools which are engaged at different stages of construction: metalwork, woodwork and concrete work. The wide set of accessories 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 distributing systems formwork technology in the construction sector. With their innovative, quality-assured product and service offerings, we have partnered with Dokato build safer, faster and a more efficient method of building.
DEWALT USA
DEWALT has earned a reputation for designing, engineering and building tough, hardwearing industrial machinery. Today, these characteristics and their vast industry experience are incorporated with state-of-the-art engineering to produce DEWALT’s broad range of high performance, 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 Poggi and was incorporated in 1958. Today the company is managed by third generation family members. The company supplies blocks, slabs, tiles and finished works of Roman Travertine. Workmanship 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 brand is 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 for reinforcement equipment. Suvilas is proud to work with the expertise of Feal Progetti, a company which has been in the industry for over 30 successful years and who share a similar customer focus.
HITACHI Japan
HITACHI Elevators play a vital role in the overall building operations. The quality of the elevator system determines the degree of serviceability of a building. Hitachi elevators are designed to be the most efficient, economical and reliable. The installation process of these elevators 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, construction aggregates, concrete and gypsum wallboard. The company is the world’s largest cement manufacturer. Lafarge entered the Indian market in 1999, through its cement business. The company has established its presence in all its three businesses- cement, aggregates and concrete. Driven by a customer focused approach, Lafarge offers the construction industry and the general public innovative solutions bringing greater safety, comfort and quality to their everyday surroundings and empowers its customers by bringing innovation & sustainability to their construction.
LAPP Germany
The Lapp Group are the pioneers in introducing the concept of “Total solutions in Electrical Connectivity”, with their unbeatable range of products. LAPP INDIA is a 100% subsidiary of the LAPP GROUP manufactures of cables, connectors, cable glands, conduits and accessories.
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LIEBHERR Germany
A world leader in mobile cranes with telescoping or lattice booms, Liebherr ensures that this world class machine can operate in the most diverse area. The cranes are powerful, compact and manoeuvrable. They feature ultra-modern “made in Germany” mobile-crane technology to 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 company was the desire to producing quality Czech-originated products and to maintain the tradition of Czech 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 with young Czech designers to create original lighting units. At Suvilas Royal Gardenia all common area lighting will be provided by LUCIS.
OPERAI CAVATORE DEL BOTTICINO Italy
Founded in 1932, the Cooperativa Operai Cavatori del Botticino (Botticino Marble Workers Cooperative), is known for its advanced expertise and international acclaim in quarrying some of the most high-quality and stylish marble. Over the years, the company has created a sophisticated work process with breakthrough technology in the extraction sector. By procuring marble from Botticino, it is possible to ensure aesthetic consistency in pattern, colour variation and water marks within all Suvilas projects.
OLIVARI Italy
OLIVARI brings with it a century of expertise in the production of handles for doors and windows in brass, bronze and nickel silver. BioChrome, an innovative and environmentally-friendly chroming process, was patented by Olivari to eliminate the hazardous hexavalent chrome on brass, replacing it with trivalent chrome. Partnering with the Italian brand will enhance the aesthetics and quality of all Suvilas projects.
SCHUCO Germany
SCHUCO is synonymous with sustainable solutions and a comprehensive product range in the sphere 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 become known for providing evolved, high-quality products which hold their value. The Suvilas Group aims 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. SMARTOMATION is the only company in India to incorporate Cutting Edge Technology and the World’s Best Business Practices and Methods in the Building Automation Industry which utilize Smart, Intelligent and Robust design principles drawing parallels from the Aerospace Industry in all their solutions.
TATA STEEL India
TATA TISCON is a premium rebar brand from Tata Steel, the largest steel company in the Indian private sector and 6th largest in the world. It holds the laurel of being the first Thermo Mechanically Treated (TMT) rebar in the country. Ever since its inception in year 2000, Tata TISCON has been shaping up the chaotic market of rebar commodity in India with its numerous 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 commercial plumbing fixtures and fittings. The company’s commitment to value includes overall environmental responsibility, quality and providing worry-free products, which is in absolute synthesis 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 qualified specialists, employing economically and ecologically viable manufacturing methods. Innovation begins on the shop floor. The company carries out its production operations with machines and processes which have been developed within the company, and which are unique throughout the world. Professional quality management according to stringent guidelines ensures a high standard of quality for the branded articles.
WURTH Germany
The WURTH group is the world market leader in assemble and fastening material. The wide product range consists of anchor fasteners, screws, chemical-technical products, diamond systems cutting equipment, grinding machines and personal protection equipment. More than 3 million customers all over the world have complete trust in Wurth products. The work force and a special corporate philosophy are the driving forces behind the long standing success enjoyed 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, clubhouses 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 Team
The principal architects have together designed and worked on more than 15 million sq.ft of BUA in their experiences with previous organizations. The principal architects are ably supported by an enthusiastic team of talented senior architects, technicians, 3D visualizors and other support staff. Design Desk is associated with highly experienced consultants for their Structural (M/s Manohar Consultants) and Services designs (EDA and Alpha Consultants) and thereby is able to offer a “Single Window” package for the entire project. As the principal architects of Suvilas Group, Design Desk will also be monitoring all aspects of quality at the project site.
The Principal Architects
Sreedhar S. B has gained 19 years of experience and has worked with reputed companies in Singapore, UAE. He previously held the post of Senior General Manager of the Architecture Department (Inhouse Projects) at Sobha Developers. He has several prestigious projects to his name that include Sobha Lifestyle Villas near the Bangalore International Airport, Sobha Tulip, Sobha Lakeview Clubhouse, Sobha Emerald Row Housing and Sobha Anantha at Richmond Town. Ravi John comes with 17 years of experience with reputed companies at Bangalore apart from a stint at Muscat. He previously held the post of Senior General Manager of the Architecture Department (Contract Projects) at Sobha Developers. He has several prestigious projects to his name, including, Infosys Studio & Infosys Food court at Bangalore, Infosys SDB at Pune, Infosys Floating Restaurant at Mysore, ICICI Corporate Office at Bangalore, Sobha Onyx and Sobha Hill View.
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Suvilas Properties Pvt Ltd & Suvilas Constructions Pvt Ltd
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Project Summary The site for the project Suvilas Royal Gardenia is located at 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 extent of land 2.05 ACRES. The land slopes from North east to South west with contour level starting from 103.00 from north east to 100.50 towards 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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EXCAVATION Date
Description of work
Approved/Suggestion by
10-07-2012
Marking for excavation as per option-2 drawing done by Mr. Gautam of Asian Survey
20-07-2012
Marking was checked by the Site Engineer - Munirasu L & found correct as per drawing
21-07-2012
Cross checking done by Project Manager & General Manager
30-07-2012
Approval 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 by M/s. Mylaralingeshwara earth movers & 5 loads of excavated earth shifted to model home site to create a bund around the model home
10-08-2012
40 ton roller rolled over the excavated soil rock drilling & cutting continued and the excavated soil was shifted Marking for footing P.C.C marking completed for 12 nos
30-09-2012
Excavation completed
CMD suggested to do block work for footing P.C.C sides instead of plywood shuttering. Mr Sreedhar Head of Quality Control visited the site inspected the ongoing activities
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FOOTING Date
Description of work
Approved/Suggestion by
24-09-2012
Block work for P.C.C started from south west corner. There was a level difference of 130 mm & was decided to maintain 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
25-09-2012
Block work for footing P.C.C X1/Y2-Y3, X3/Y1, Y1/X5
26-09-2012
Block work for Footing P.C.C
27-09-2012
Block work for Footing P.C.C X7-X6-X4/Y3
28-09-2012
Block work for Footing P.C.C Anti-termite treatment was done an hour prior commencing work as per manufacturer’s specification with mandatory safety precautions M10 concrete of 6 cmts. done for footing. X2/Y6, X1/Y8, X2/Y12, X4/Y8, X6/Y8
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Date
Description of work
Approved/Suggestion by
29-09-2012
Block work for Footing P.C.C Anti-termite treatment was done an hour prior commencing work as per manufacturer’s specification with mandatory safety precautions. M10 concrete of 6 cmts. done for footing. X1/Y1, X1/Y2-Y3, X3/Y1, Y1/X5
Mr. Sreedhar Head Quality Control visited the site and inspected the work progress and approved the Inspection Report
30-09-2012
It was decided that all footing concrete would be in one level even if the concrete quantity had to be increased. X12/Y2, BX1/Y5-Y10
Mr. Sunil Chowdary - CMD
01-10-2012
Block work for Footing P.C.C & retaining wall X7-X6-X4/Y3, X6/Y6, X7/Y6, X7/Y1
02-10-2012
Block work for Footing P.C.C & retaining wall M10 concrete of 12 cmts. done for footing B2/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 prior commencing work as per manufacturer’s specification with mandatory safety precautions. M10 concrete of 12 cmts. done for footing X7-X6-X4/Y3, X6/Y6, X7/Y6, X7/Y1, B2/X9, X7/ Y5, X9-X10-X11-X12/Y4-Y7, X12/Y2, BX1/Y5-Y10
04-10-2012
M10 concrete of 24 cmts. done for footing & south side retaining wall
Mr. Sunil Chowdary - CMD visited the site
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Date
Description of work
Approved/Suggestion by
05-10-2012
M10 concrete of 18 cmts. done for footing. Anti-termite treatment was done an hour prior commencing work as per manufacturer’s specification with mandatory safety precautions. M10 concrete of 12 cmts. done for footing X4/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 prior commencing work as per manufacturer’s specification with 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 prior commencing work as per manufacturer’s specification with 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 Quality Control visited the site and inspected the work progress and approved the Inspection Report
10-10-2012
M10 concrete of 12 cmts. done for footing. Anti-termite treatment was done an hour prior commencing work as per manufacturer’s specification with mandatory safety precautions. X26/Y2-Y15
Mr. Sunil Chowdary - CMD visited the site
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Date
Description of work
Approved/Suggestion by
11-10-2012
M10 concrete of 12 cmts. done for footing. Anti-termite treatment was done an hour prior commencing work as per manufacturer’s specification with 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 prior commencing work as per manufacturer’s specification with mandatory safety precautions. X12-X13-X14/Y8-Y9-Y10-Y12, X10-X13/Y1
13-10-2012
Block work for Footing P.C.C BX13-BX15/B13-B16
14-10-2012
Block work for Footing P.C.C Due to heavy rain in the evening, a part of the southeast SSM wall with soil collapsed. X14-X15-B17/Y3, X14/Y1
Mr. Sunil Chowdary - CMD Mr. Sreedhar Head Quality Control visited & inspected the work progress and approved the Inspection Report
15-10-2012
Workforce toilet – block work marking started, since footing marking could not be carried out due to rain dewatering work started
Work stopped for 2 days due to rain
16-10-2012
M10 concrete of 24 cmts. done for footing & south side retaining wall
Workforce toilet – block work up to 1.2 mts done
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Date
Description of work
Approved/Suggestion by
17-10-2012
Column & Footing marking started, Workforce toilet – block work, security cabin lintel concrete done
Mr. Sunil Chowdary - CMD visited the site
18-10-2012
Block work for Footing P.C.C & retaining wall BX-12/BX14 – B11/B14
19-10-2012
Block work for Footing P.C.C & retaining wall X14-B2, X20-Y2, X19-Y3, X15/X14/X17-Y3, X17-B8, X17-Y6, X15-Y6
20-10-2012
Block work for Footing P.C.C & retaining wall X20/BX24-Y14/Y15, BX24-Y12, X16-Y16/B11, X17Y12, X17/X15/X14-Y14, X16-Y16/B11, X14-Y16/B11
21-10-2012
Block work for Footing P.C.C & retaining wall B1-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 was done. Workforce toilet – block work & sill concrete done. M15 Pumping concrete of 30 cmts. done for footing. Anti-termite treatment was done an hour prior commencing work as per manufacturer’s specification with mandatory safety precautions
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
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Date
Description of work
Approved/Suggestion by
26-10-2012
Formwork for footing (Y1-X1) started & completed X14B2, X20-Y2, X19-Y3, X15/X14/X17-Y3, X17-B8, X17-Y6, X15-Y6, X20/BX24-Y14/Y15, BX24-Y12, X16Y16/B11, X17-Y12, X17/X15/X14-Y14, X16-Y16/B11, X14-Y16/B11, B1-X1/X11, X24-Y8/ Y11/Y15, Bx29B5/B8/Y11/Y15, X19-Y6/YB8, BX19-Y8/Y9, X14-Y6, X12-Y13/Y15
Pumping of M10 grade concrete was not possible. M15 grade concrete was considered for P.C.C
27-10-2012
M10 concrete of 18 cmts. done for footing P.C.C Antitermite treatment was done an hour prior commencing work as per manufacturer’s specification with mandatory safety precautions. M25 concrete of 2 cmts. done for Footing BX-12/BX14 – B11/B14, X14-Y16/B11, X12-Y13/Y15 Y1-X1 (F12 Footing)
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report. Mr. Sunil Chowdary - CMD visited the site
29-10-2012
Workforce toilet block work started above the soil. Reinforcement & shuttering work carried out
30-10-2012
Workforce toilet block work completed up to lintel level, reinforcement & shuttering work carried out
31-10-2012
Reinforcement & shuttering work carried out. Heavy rain in the evening
02-11-2012
Reinforcement & shuttering work carried out. Housekeeping work carried out because of slush at site due to heavy rain
Mr. Sunil Chowdary - CMD visited the site
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Date
Description of work
Approved/Suggestion by
03-11-2012
36 cmts. of M25 concrete was done to footings Y1-X5,Y2/Y3-X1, Y6-X2
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
04-11-2012
Holiday, housekeeping work carried out because of slush at site due to heavy rain
05-11-2012
Reinforcement & shuttering work carried out for footings along with housekeeping
06-11-2012
40 cmts. of M25 concrete was done to footings Y1-X7, Y5-X4, Y5-X6
07-11-2012
M10 concrete of 12 cmts. done for footing. Anti-termite treatment was done an hour prior commencing work as per manufacturer’s specification with mandatory safety precautions. X26/Y2-Y15
Robo sand were spread above the soil next to footing to avoid slush at the site as per the instructions of Mr. Sunil Chowdary - CMD
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Date
Description of work
Approved/Suggestion by
08-11-2012
Reinforcement & Shuttering work carried out for footings
Mr. Leon, Mr. Bhushan and Mr. Praveen of DOKA visited the site and suggested to use walers for footing side panels
9-11-2012
64 cmts. of M25 concrete was done to footings, retaining wall footing reinforcement started for 12 mts. X7-Y3, X5Y8, X4-Y12, X2-Y12, X1-Y8
Mr. Bhushan and Mr. Praveen were present for CF2 footing concrete
10-11-2012
7.4 cmts. of M25 concrete was done to retaining wall footings for a length of 10 mts B/1-B/6
Mr. Sreedhar Head Quality Control decided to rise the podium including the 2 towers by 200 mm to match the road level (north side)
11-11-2012
Holiday, but de shuttering work carried out along with curing and house keeping
12-11-2012
Holiday - Diwali. But shuttering work carried out along with curing, house keeping
15-11-2012
Reinforcement & shuttering work carried out for 4 footings. Earth backfilling between footings started with layers of 150 mm thick & compaction simultaneously
Retaining wall work to be carried out further on southern side as per the instructions of Mr. Sunil Chowdary - CMD
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Date
Description of work
Approved/Suggestion by
16-11-2012
38.5 cmts. of M25 Concrete was done for 4 footings and retaining wall footing of length of 24 mts. on the southern side 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
19-11-2012
Reinforcement for 2 footings, 12 mtr of retaining wall. Shuttering works
20-11-2012
72 cmts. of Concreting for 7 footings and 36 mts retaining wall Footings X11-Y16, X1-Y14, BX1-Y2, BX1-B7, BX1-Y9, BX1-B10, BX1-Y16 Retaining Wall Between B11 to B27
21-11-2012
Reinforcement work and manual excavation for U G sump commenced
22-11-2012
Continuation of reinforcement for 4 footings and shuttering work commenced
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Date
Description of work
Approved/Suggestion by
23-11-2012
2 Footings Concrete, Shuttering Works, 5 numbers of pedestal M40 grade concrete done. X7-Y14, X1-Y16
24-11-2012
Pavers laid at site office, Reinforcement for footings, slush removal and dewatering X7-Y6, X12-Y2
25-11-2012
Pavers laid at site office
26-11-2012
Reinforcement work for lift footing and backfilling work
27-11-2012
As per CMD’s instructions stickers for footing numbers and company logos were fixed on footings surface. Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
4 footings concrete, earth back filling and pedestal concrete for 4 columns, 5 starters concrete X7-Y6, X12-Y2, X9-Y15, X9-B11
28-11-2012
Reinforcement work for 3 footings and 3 cmts. for 3 columns along with shuttering completed
29-11-2012
3 cmts. of concreting for 4 columns X1-Y1, X1-Y8, BX1-B4, BX1-B7
30-11-2012
10 cmts. of concreting for UG sump P.C.C concrete reinforcement work for lift footing completed along with shuttering BX23-X15
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Date
Description of work
Approved/Suggestion by
01-12-2012
Concreting was postponed to 03-12-12 due to plant maintenance work by Ultratech RMC
03-12-2012
102 cmts. of Concreting for 3 footings and 3 cmts. for 3 columns & starters X12-Y4, X14-Y1, X3-Y16 BX1-Y9, BX1-B10, BX1-Y16
Seminar on safety was attended by entire Suvilas team at Hotel Vivanta at Yeshwanthpur
06-12-2012
Reinforcement for retaining wall (western side) started, 8 cmts. of Concreting for 4 footings BX1—B12, BX1-Y19, BX1-B22, BX1-Y30
07-12-2012
Reinforcement for retaining wall & shuttering completed
08-12-2012
53 cmts. of Concreting for R.C.C retaining wall along with 2 footing attached to wall done X8-BX10, BX29-X24
09-12-2012
Holiday but de shuttering work carried out along with curing and house keeping
10-12-2012
Reinforcement & shuttering work carried out
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
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Date
Description of work
11-12-2012
5.5 cmts. of concreting for 2 footings with UG sump P.C.C X19-Y6, X15-BX18
12-12-2012
15 cmts. of Concreting for 2 footings X15-Y5, X17-Y5
13-12-2012
51 cmts. of concreting for 36 Rmt of retaining wall 3 footings with reinforcement & shuttering work carried out B1/B2-X26, B14/B15-X26
14-12-2012
Approved/Suggestion by
Reinforcement & shuttering work carried out
15-12-2012
26.5 cmts. of concreting for 36 Rmt of R.C.C retaining wall 3 footings with reinforcement & shuttering work carried out X5-Y16, Y36/Y37, B29/B30
16-12-2012
Holiday but de shuttering work carried out along with curing, house keeping
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
Mr. Sunil Chowdary - CMD visits the site & gave us the idea of pouring concrete for column and retaining wall up to 4.50 mts height (Full Height) and for that required DOKA shuttering materials to be procured
17-12-2012
Tower crane footing bottom reinforcement done
18-12-2012
10.5 cmts. of concreting for 3 footings with reinforcement & shuttering work carried out X17-B8, X19-B8, BX17-Y6
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Date
Description of work
Approved/Suggestion by
19-12-2012
Reinforcement & shuttering work carried out
Mr. Sunil Chowdary - CMD visited the site and decision was taken to pour column concrete only through tower crane or with boom pump. column concrete stopped until then
20-12-2012
48 cmts. of concreting for 3 footings done X24-B6, X24-B9, X9-Y10
21-12-2012
35 cmts. of concreting for 4 footings done BX29-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 reinforcement details provided by the manufacturer specification & approved by Mr. Manohar (M/s. Manohar consultants) X12-Y15, X24-Y11, X20-Y2
23-12-2012
Tower crane template received & erected
24-12-2012
48 cmts. of concreting for 7 footings with reinforcement & shuttering work carried out along with reinforcement work for tower crane footing completed with shuttering X15-Y8, X15-Y12, X17-Y12, X15-Y9, BX25-Y12, BX29-B8, BX1-B17, BX13-B16
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
Mr. Sunil Chowdary - CMD visits the site & acknowledges the progress of work
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Date
Description of work
Approved/Suggestion by
25-12-2012
66 cmts. of concrete done for tower crane footing (TOWER CRANE)
Mr. Rajesh Rao from LIEBHERR CMCtec India Pvt Ltd. visited the site & checked the foundation anchor level before concrete and found the level correct
26-12-2012
De shuttering of tower crane footing was held due to increase in setting time
27-12-2012
3rd phase Block work for footing P.C.C started. Reinforcement work 3 footings started
28-12-2012
Reinforcement work 3 footings completed. Shuttering for footings started BX25-Y14, Y16-X18, Y16-X14
29-12-2012
M25 concrete done for 3 footings BX25-Y14, Y16-X18, Y16-X14
30-12-2012
Shuttering for retaining wall of 4.5 mts. x 4.1 mts. on southern side started
31-12-2012
Shuttering for retaining wall completed
01-01-2013
3rd phase block work for footing P.C.C in progress
Mr. Sreedhar Head of Quality Control visited & inspected the work progress and approved the Inspection Report
Mr Sunil Chowdary - CMD visits the site & acknowledges the progress of work
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Date
Description of work
02-01-2013
Retaining wall footing reinforcement work for a length of 12 mts. & 18 mts. on northern & western side done respectively. Shuttering for 3 columns done up to beam bottom
03-01-2013
Retaining wall footing shuttering work for a length of 12 mts. & 18 mts. on north & west side done respectively. 4.5 cmts. of SDC M25 concrete done for retaining wall for a size of 4.1 mts x 4.5 mts. high. 48 cmts. of M25 concrete done for retaining wall footing X1-BX12, B11-B16, X16-Y16, BX17-Y12 B1&B3 – BX1
04-01-2013
Reinforcement work carried out for footings with de shuttering of retaining wall footing completed
05-01-2013
06-01-2013
Approved/Suggestion by
Shuttering was done on 31-12-12 but concrete for retaining wall was delayed due to non-availability of SDC concrete
De shuttering of retaining wall done, negligible patches of honey comb found at the bottom
Mr. Sreedhar Head of Quality Control visited & inspected the work progress as well as retaining wall concrete. Mr. Sunil Chowdary CMD visited the site and instructed to continue the further retaining wall with the same method
Shuttering for R.C.C retaining wall for size of 4.5 mts x 4.1 mts on south side started after fixing chemical water stopper at the concrete joints. Reinforcement work for remaining 2 footings for started
Master flex 610 (20 mm X 10 mm) of BASF make is used for all retaining wall construction joints above basement finish level as approved by Mr. Sreedhar head of Quality Control
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Date
Description of work
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
08-01-2013
4.5 cmts. of S.C.C M25 concrete supplied by Lafarge was done 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 sump done. Distribution steel for retaining wall on southern & western side started
10-01-2013
De shuttering of retaining wall done, no honey comb found & 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 wall for a size of 4.5 mts. x 4.1 mts. Reinforcement work UG sump (treated water sump) started & completed
12-01-2013
13-01-2013
Approved/Suggestion by
Shuttering work UG sump done. 9 cmts. of M25 concrete for sump footing done. De shuttering of retaining wall done, no honey comb found & finish was good
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
15-01-2013
4.5 cmts. of SDC M25 concrete done for R.C.C retaining wall for a size of 4.5 mts. x 4.1 mts. Distribution steel for UG sump retaining wall started & completed
Mr. Sunil Chowdary - CMD visited the site & acknowledge the progress of work
16-01-2013
Shuttering work for UG sump R.C.C retaining wall for treated water sump started. Reinforcement work for UG sump (Raw & Rain water sump) started
17-01-2013
De shuttering of retaining wall done, negligible patches of honey comb found at the bottom. Shuttering work UG Sump retaining wall for water sump completed. Lift core wall reinforcement work started & completed
18-01-2013
Shuttering work for UG sump completed reinforcement work for entire UG sump completed
Mr. Sunil Chowdary - CMD visited the site & acknowledge the progress of work
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Date
Description of work
Approved/Suggestion by
19-01-2013
16 cmts. of S.C.C M25 concrete done for UG Sump wall for a size of 21mts. x 3.0 mts. at a stretch. 4 cmts. of SCC M40 concrete done for 1 column along with 7 starters & 5 pedestals. BX28/BX23– B11/B16
Mr. Sreedhar Head of Quality Control visited & inspected the work progress as well as UG sump shuttering work
21-01-2013
22 cmts. of M25 concrete done for UG sump footing (raw & rain water). BX18/BX15– B11/B16
Mr. Sunil Chowdary - CMD visit the site & acknowledges the progress 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 - CMD visit the site & acknowledges the progress of work
23-01-2013
5 cmts. of S.C.C M25 concrete done for retaining wall along with starters. Tower crane erection work started Y9/B10-BX1
Mr. Sunil Chowdary - CMD visit the site & acknowledges the progress of work
24-01-2013
12 cmts. of S.C.C M40 concrete done for 7 columns along 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 - CMD visit the site & acknowledges the progress of work
25-01-2013
12 cmts. of M25 concrete done retaining wall footing on south east corner. Shuttering work for retaining wall started. Tower crane erection continued
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Date
Description of work
Approved/Suggestion by
28-01-2013
5 cmts. of SCC M25 concrete done for retaining wall along with starters. Tower crane erection completed & commissioned. Reinforcement work for columns carried out. B10/Y15-BX1
Mr. Sunil Chowdary - CMD visit the site & acknowledges the progress of work. Mr. Sreedhar Head of Quality Control visited & inspected the work progress as well as retaining wall concrete
29-01-2013
6 cmts. of S.C.C M25 concrete done for UG sump walls done for a length of 7.5 mts. x 3 mts. BX22/X15-B16
Mr. Sunil Chowdary - CMD visit the site & acknowledges the progress of work
30-01-2013
5 cmts. of S.C.C M25 concrete done for retaining wall along with starters. Reinforcement work for columns carried out. Y15/B11-BX1
31-01-2013
Shuttering 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 out BX25/BX28-B12/B16
Mr. Sunil Chowdary - CMD along with Mr. Sreedhar & Mr. Ravi John visited the site & acknowledged the progress of work
02-02-2013
Shuttering work for retaining wall started. Column lapping work carried out
Mr. Sreedhar - Head of Quality Control visited & inspected the work progress as well as UG sump retaining wall concrete
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Date
Description of work
04-02-2013
5 cmts. of S.C.C M25 concrete done for retaining wall. Reinforcement work for columns carried out B11/B12-BX1
05-02-2013
Shuttering work for UG sump retaining wall started length 8 mts. x 3 mts.
Mr. Sunil Chowdary - CMD visited the site
Both UG sump & retaining wall shuttering was completed, concrete was not done due to non-availability (Aero India show)
Mr. Sunil Chowdary - CMD visit the site & acknowledges the progress of work
06-02-2013 07-02-2013
08-02-2013
Approved/Suggestion by
Shuttering work for retaining wall started. Block work for footing P.C.C next to Tower Crane completed
36 cmts. of M10 concrete for 3rd phase P.C.C footing along with 16 cmts. M10 (Plum Concrete) for excess excavated area next to UG sump done as per structural consultant’s requirement
09-02-2013
House-keeping & reinforcement work carried out
10-02-2013
6.5 cmts. of S.C.C M25 concrete done for 8.0 mts. x 3 mts. UG sump retaining wall. 4th phase Block work for P.C.C (footing) started B12-BX28/BX22
11-02-2013
5 cmts. of S.C.C M25 concrete done for retaining wall. Texture painting for security & toilet blocks started B13/B15-BX1
12-02-2013
Shuttering work for UG sump retaining wall started length 12.5 mts. x 3 mts. was completed
Mr. Sunil Chowdary - CMD visit the site & acknowledges the progress of work Mr. Sreedhar, Mr. Manohar & Mr. Seshadri (Standard Consultants) visited the site & inspected the work progress
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Date
Description of work
Approved/Suggestion by
13-02-2013
Shuttering work completed. Reinforcement work for column 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 sump retaining wall. 36 cmts. of M10 for 4th phase P.C.C footing B13/B15-BX29, B13/B15-BX20, B15-BX25, BX29-B23/BX19
16-02-2013
Instead of Plum, concrete back filling of soil in layers with compaction around UG sump started after getting approval from the structural consultants
17-02-2013
Shuttering work for UG sump internal wall (2 no.s) started - length 6.5 mts. x 3 mts.
Mr. Sreedhar Head of Quality Control visited & inspected the work progress as well as UG sump retaining wall concrete. He insisted that we fill water after 14 days of curing to check for leakage in the R.C. Wall
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Date
Description of work
18-02-2013
3 cmts. of M10 for 4th phase done. Shuttering work for 3 columns inside UG sump & 4 columns above tower crane footing done
Approved/Suggestion by
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 sump retaining wall B13/B15-BX18, B13-BX25, B13/B15-BX16, B13/B15BX13, BX23/BX26 – B12/B16
Mr. Sunil Chowdary - CMD visited 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 - CMD along with Mr. Sreedhar visited the site & acknowledges the progress of work
21-02-2013
Shuttering for retaining wall (South) started & completed. Reinforcement work for 3 column footings started & completed
Mr. Sunil Chowdary - CMD visited the site & acknowledges the work in progress
22-02-2013
52 cmts. Of M25 concrete completed for 3 column footings & 28 mts. of retaining wall footing done. 5 cmts. of S.C.C M25 concrete done for south retaining wall B24-X24, Y20-X25, Y24-X24
23-02-2013
12 cmts. of M25 concrete used for 4 column footings. Reinforcement work for column lapping carried out B24-X24, Y20-X25, Y24-X24
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Date
Description of work
24-02-2013
6 cmts. of M25 concrete done for 3 column footings done B29-X24, Y36-X24, B25-X24
25-02-2013
5 cmts. of S.C.C M25 concrete done for southern retaining wall. Shuttering for 4 columns started & completed. Plinth beam reinforcement work near staircase lobby started B19/B20-BX1
26-02-2013
5 cmts. of S.C.C M40 concrete done for 4 columns & 2 columns (part) in UG sump Shuttering for retaining wall started & completed Y2-X9, Y6-X6, Y6-X4, Y16-X3
27-02-2013
Plinth beam reinforcement work next to staircase lobby completed. Concrete for retaining wall was provided by the RMC plant
28-02-2013
Approved/Suggestion by
Shuttering for 5 columns, 6 pedestals & 10 column starters commenced. Reinforcement work for 8 column footings in phase 3 started
Mr. Sunil Chowdary - CMD visited the site & instructed to use Concrete Bucket with tower crane
Mr. Sunil Chowdary - CMD visited the site
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Date
Description of work
01-03-2013
Reinforcement work for 8 column footings started & completed. Housekeeping work carried out.
02-03-2013
Reinforcement work for CF2 column started. Housekeeping work carried out.
03-03-2013
Housekeeping work carried out.
04-03-2013
Reinforcement work for CF2 completed. Block work for plinth beam completed. Housekeeping work carried out.
05-03-2013
Lapping of column reinforcement work carried out. Plinth beam reinforcement work for staircase completed. Housekeeping work carried out.
07-03-2013
5 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.
Approved/Suggestion by
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Date
Description of work
Approved/Suggestion by
08-03-2013
3.5 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, 4 pedestals & 5 column starters. Shuttering work for CF2 footing completed Housekeeping work carried out.
10-03-2013
43 cmts. of M25 concrete done for footing (CF2). Housekeeping work carried out.
11-02-2013
45 cmts. of M25 concrete done for column footing (CF2).
Mr. Sreedhar, Head of Quality Control visited & inspected the progress of footing concrete. Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work.
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Date
Description of work
Approved/Suggestion by
12-03-2013
6.5 cmts. of SCC M25 concrete done for 4.5 mts x 4.5 mts Southern side retaining wall.
13-03-2013
Shuttering for retaining wall started & completed. Lapping of column reinforcement work carried out.
14-03-2013
Shuttering 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 retaining wall starters. 6 cmts. of M25 concrete done for column footing.
16-03-2013
8 cmts. of SCC M40 concrete done for 4 columns, 4 pedestals & 5 column starters.
Mr. Sreedhar, Head of Quality Control visited & inspected the progress of footing concrete.
17-03-2013
De-shuttering of retaining wall & pedestals done. Housekeeping work carried out
Mr. Sunil Chowdary - CMD visited the site
18-03-2013
6.5 cmts. of SCC M25 concrete done for 4.5 mts x 4.5 mts. South side retaining wall. Shuttering for columns started
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Date
Description of work
19-03-2013
3 cmts. of SCC M40 concrete done for 2 columns, 3 column extensions, 3 column starters
20-03-2013
De-shuttering of columns done. Lapping of column reinforcement work carried out.
Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work.
21-03-2013
Shuttering for retaining wall started & completed.
Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work
22-03-2013
5 cmts. of SCC M25 concrete done for 4.5 mts. X 4.5 mts. South side retaining wall.
23-03-2013
Approved/Suggestion by
5 cmts. of SCC M40 concrete done for 5 columns, 1 pedestals & 3 column starters.
Mr. Sreedhar, Head of Quality Control visited & inspected the progress of footing concrete. Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work.
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Date
Description of work
Approved/Suggestion by
24-03-2013
Shuttering for retaining wall started & completed. Housekeeping work carried out.
25-03-2013
5 cmts. of SCC M25 concrete rejected & de-shuttering of retaining wall done. Dismantling of C8 column started, since the concrete finish was not as per Suvilas standards.
Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work
26-03-2013
Shuttering for retaining wall started & completed. Dismantling of Column (C8) concrete completed.
Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work.
27-03-2013
5 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 - CMD visited the site & acknowledged the progress of work.
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Date
Description of work
Approved/Suggestion by
28-03-2013
De-shuttering of retaining wall done & finish was good without any honeycombs.
Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work.
29-03-2013
Shuttering for 4 columns started (including 2 columns inside the sump).
30-03-2013
Shuttering for retaining wall started & completed. Due to non-supply of concrete, pouring was postponed to Monday. Housekeeping work carried out.
Mr. Sreedhar, Head of Quality Control visited & inspected the progress of footing concrete. Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work.
31-03-2013
Housekeeping work carried out.
Mr. Sunil Chowdary - CMD visited the site & acknowledged the progress of work.
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QUALITY CONTROL REPORT - SUVILAS ROYAL GARDENIA
Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
AUGUST 2012 Date
Report for the Month of August 2012 Report No: 2011/ 002/ QCD/ 0001/R0
Mobilization / Marking /Centre Line / Excavation
Check List for
AREA
Sl No.
INITIAL
A 1 2 3 4
ACTIVITY
CHECK LIST
YES
Mobilization
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager Any discrepancy with respect to initial survey plan needs to be resolved with QAD, Legal dept.,and project dept Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
Levels of adjacent properties, invert levels of drains/ manholes, any other important features such as trees, wells, drains, existing structure etc. Within the site
Checked
NO
REMARKS
Signed Survey Drawing to be obtained from Client. Pending
Checked
Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client.
Checked
None
Checked
None
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Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
SUB STRUCTURE
B
Marking/centre line
5
Check setting out of building in the presence of project head & sign off the available format at site. Ensure that cross verification form other project site happens
Checked
Setting out of the Building was done by an external Agency- Asian Survey & Consultants & was also checked by Design Desk in the presence of GM-Projects & the Project Manager
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc. These bench marks need to be located in areas where construction activity does not happen till building is completed
Checked
Permanent benchmarks was marked near 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 columns
Needs to be checked when all the Centre Lines are marked.- Status pending
9
Check overall dimensions after the centerline.
Pending
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity
Not Applicable
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
10
SUB STRUCTURE
YES
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity
Checked
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NO
REMARKS
Checked while excavation was in progress. However final checking will be done when the site is ready & prior to starting of P.C.C
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AREA
Sl No.
ACTIVITY
YES
NO
REMARKS
13
If excavated level is deeper than required, inform structural consultant and give details for correction at the earliest
14
Ensure that the structural consultant has checked the soil condition after excavation
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope.
16
Check if appropriate barricading is done at the periphery of excavated pit
Checked
No issues
Checked
To be checked Initial checking was done during the excavation. However final checking will be done on the 22-09-2012. Status Pending
SEPTEMBER 2012 Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
Date
Report for the Month of September 2012 Report No: 2011/ 002/ QCD/ 0002/R0
Mobilization / Marking /Centre Line / Excavation
Check List for AREA
Sl No.
ACTIVITY
YES
INITIAL
A
Mobilization
1
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager
Checked
www.suvilasproperties.com
NO
REMARKS
Signed Survey Drawing to be obtained from Client. Pending
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AREA
SUB STRUCTURE
Sl No.
ACTIVITY
YES
2
Any discrepancy with respect to initial survey Plan needs to be resolved with QAD, Legal dept.,and project dept
Checked
Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client
3
Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
Checked
None
4
Levels 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
B
Marking/centre line
5
Check 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 done by an external agency- Asian Survey & Consultants and also was checked by Design Desk in the presence of GM-Projects & the Project Manager
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc., These benchmarks need to be located in areas where construction activity does not happen till building is completed
Checked
Permanent benchmarks was marked near 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
10
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity.
www.suvilasproperties.com
NO
REMARKS
Pending
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AREA
SUB STRUCTURE
SUB STRUCTURE
Sl No.
ACTIVITY
YES
NO
REMARKS
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
Checked
13
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
Checked
Structural consultant to be check randomly
14
Ensure that the structural consultant has checked the soil condition after excavation
Checked
Initial checking was done during the excavation. However final checking will be done on the 22-09-2012
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc.
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope
16
Check if appropriate barricading is done at the periphery of excavated pit
Checked
No issues
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
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AREA
Sl No.
ACTIVITY
YES
20
Check alignment of foundations randomly with respect to center line
Checked
21
Check the location and level of sumps,drains in basement with respect to foundations
Checked
22
Column reinforcement-cover
Checked
Found Satisfactory
23
Column marking checking after reinforcement before casting the footing
Checked
Found Satisfactory
24
Check 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
Not applicable
26
Adequate coats of water proof application is carried out 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
Checked
To be checked
31
Inform legal-department for obtaining commencement certificate after peripheral columns/ retaining wall of building are executed
Checked
www.suvilasproperties.com
NO
REMARKS To be checked with surveyor
Column not cast. Application for Commencement Certificate will be taken up after completion of all columns above Ground Level
119
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120
Suvilas Construction Standard & Progress Report
Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
OCTOBER 2012 Date
Report No: 2011/ 002/ QCD/ 0003/R0
Mobilization / Marking /Centre Line / Excavation
Check List for
AREA
Sl No.
ACTIVITY
INITIAL
A
Mobilization
1
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager
2 3
SUB STRUCTURE
Report for the Month of October 2012
YES
Any discrepancy with respect to initial survey plan needs to be resolved with QAD, Legal dept.,and project dept
Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
4
Levels of adjacent properties, invert levels of drains/ manholes, any other important features such as trees wells, drains, existing structure etc. Within the site
B
Marking/centre line
5
Check 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
NO
REMARKS
Signed Survey Drawing to be obtained from Client. Pending
Checked
Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client.
Checked
None
Checked
None
Checked
Setting out of the Building was done by an external agency- Asian Survey & Consultants and also was checked by Design Desk in the presence of GM-Projects & the Project Manager
www.suvilasproperties.com
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Suvilas Construction Standard & Progress Report
AREA
SUB STRUCTURE
Sl No.
ACTIVITY
YES
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc., These benchmarks need to be located in areas where construction activity does not happen till building is completed
Checked
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
10
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
13
If excavated level is deeper than required, inform structural consultant and give details for correction at the earlist
14
Ensure that the structural consultant has checked the soil condition after excavation
Checked
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc
Initial checking was done during the excavation. However final checking was completed on the 22-09-2012
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope
Checked
No issues
16
Check if appropriate barricading is done at the periphery of excavated pit.
NO
REMARKS Permanent benchmarks was marked near the site office
Pending
Checked
Checked while excavation was in progress. However final checking will be done when the site is ready & prior to starting of P.C.C Structural consultant to check randomly
www.suvilasproperties.com
121
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122
Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
SUB STRUCTURE
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
20
Check alignment of foundations randomly with respect to center line
Checked
To be checked with surveyor
21
Check the location and level of sumps, drains in basement with respect to foundations
Checked
22
Column reinforcement-cover
Checked
Found Satisfactory
23
Column marking checking after reinforcement before casting the footing
Checked
Found Satisfactory
Check 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
Adequate coats of water proof application is carried out on retaining wall (externally), as per QCD specification
Checked
Core cutting to be done
Checked
None
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
31
Inform legal department for obtaining commencement certificate after peripheral columns/ retaining wall of building are executed
24 25 26 27
YES
Check for cut outs for services in retaining walls
www.suvilasproperties.com
NO
REMARKS
To be checked
Column not cast. Application for Commencement Certificate will be taken up after completion of all columns above Ground Level
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 123
Suvilas Construction Standard & Progress Report
NOVEMBER 2012 Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
Date
Report for the Month of November 2012 Report No: 2011/ 002/ QCD/ 0004/R0
Mobilization / Marking /Centre Line / Excavation
Check List for AREA
Sl No.
ACTIVITY
INITIAL
A
Mobilization
1
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager
Checked
Signed Survey Drawing to be obtained from Client. Pending
2
Any discrepancy with respect to initial survey plan needs to be resolved with QAD, Legal dept.,and project dept.
Checked
Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client.
3
Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
Checked
None
4
Levels 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
B
Marking/centre line
5
Check 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 done by an external agency- Asian Survey & Consultants and also was checked by Design Desk in the presence of GM-Projects & the Project Manager
SUB STRUCTURE
YES
www.suvilasproperties.com
NO
REMARKS
123
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124
Suvilas Construction Standard & Progress Report
AREA
SUB STRUCTURE
Sl No.
ACTIVITY
YES
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc. These benchmarks need to be located in areas where construction activity does not happen till building is completed
Checked
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
10
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity.
NO
REMARKS Permanent benchmarks was marked near the site office
Pending
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
13
If excavated level is deeper than required, inform structural consultant and give details for correction at the earliest.
14
Ensure that the structural consultant has checked the soil condition after excavation
Checked
Initial checking was done during the excavation. However final checking was completed on the 22-09-2012
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc.
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope
Checked
No issues
16
Check if appropriate barricading is done at the periphery of excavated pit
Not- Applicable
Checked
Checked while excavation was in progress. However final checking will be done when the site is ready & prior to starting of P.C.C Structural consultant to randomly
www.suvilasproperties.com
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 125
Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
SUB STRUCTURE
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
20
Check alignment of foundations randomly with respect to center line
Checked
To be checked with surveyor
21
Check the location and level of sumps, drains in basement with respect to foundations
Checked
22
Column reinforcement-cover
Checked
Found Satisfactory
23
Column marking checking after reinforcement before casting the footing
Checked
Found Satisfactory
24
Check 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
26 27
YES
Adequate coats of water proof application is carried out on retaining wall (externally), as per QCD specification
NO
REMARKS
Not applicable None
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
31
Inform legal department for obtaining commencement certificate after peripheral columns/ retaining wall of building are executed
www.suvilasproperties.com
To be checked
Column not cast. Application for Commencement Certificate will be taken up after completion of all columns above Ground Level
125
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126
Suvilas Construction Standard & Progress Report
DECEMBER 2012
Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
Date
Report No: 2011/ 002/ QCD/ 0005/R0
Mobilization / Marking /Centre Line / Excavation
Check List for
AREA
Sl No.
ACTIVITY
INITIAL
A
Mobilization
1
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager
2 3
SUB STRUCTURE
Report for the Month of December 2012
YES
Any discrepancy with respect to initial survey Plan needs to be resolved with QAD, Legal dept.,and project dept. Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
4
Levels of adjacent properties, invert levels of drains/ manholes, any other important features such as trees wells, drains, existing structure etc. Within the site
B
Marking/centre line
5
Check 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
NO
REMARKS
Signed Survey Drawing to be obtained from Client. Pending
Checked
Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client
Checked
None
Checked
None
Checked
Setting out of the Building was done by an external agency- Asian Survey & Consultants and also was checked by Design Desk in the presence of GM-Projects & the Project Manager
www.suvilasproperties.com
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 127
Suvilas Construction Standard & Progress Report
AREA
SUB STRUCTURE
Sl No.
ACTIVITY
YES
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc. These benchmarks need to be located in areas where construction activity does not happen till building is completed.
Checked
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
10
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity.
NO
REMARKS Permanent benchmarks was marked near the site office
Pending
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity.
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
13
If excavated level is deeper than required, inform structural consultant and give details for correction at the earliest.
14
Ensure that the structural consultant has checked the soil condition after excavation
Checked
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc.
Initial checking was done during the excavation. However final checking was completed on 22-09-2012
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope
Checked
No issues
16
Check if appropriate barricading is done at the periphery of excavated pit
Checked
Checked while excavation was in progress. However final checking will be done when the site is ready & prior to starting of P.C.C Structural consultant to check randomly
www.suvilasproperties.com
127
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128
Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
SUB STRUCTURE
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
20
Check alignment of foundations randomly with respect to center line
Checked
To be checked with surveyor
21
Check the location and level of sumps, drains in basement with respect to foundations
Checked
22
Column reinforcement-cover
Checked
Found Satisfactory
23
Column marking checking after reinforcement before casting the footing
Checked
Found Satisfactory
Checked
To be checked with structural drawing
Checked
Not applicable
24 25 26 27
YES
Check for construction joints particularly in case of raft foundation, at the start of retaining walls/ lift pitwalls etc. Check for cut outs for services in retaining walls
Adequate coats of water proof application is carried out on retaining wall (externally), as per QCD specification
NO
REMARKS
None
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
31
Inform legal department for obtaining commencement certificate after peripheral columns/ retaining wall of building are executed
www.suvilasproperties.com
To be checked
Column not cast. Application for Commencement Certificate will be taken up after completion of all columns above Ground Level
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 129
Suvilas Construction Standard & Progress Report
JANUARY 2013 Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
Date
Report for the Month of January 2013 Report No: 2011/ 002/ QCD/ 0006/R0
Mobilization / Marking /Centre Line / Excavation
Check List for AREA
Sl No.
ACTIVITY
INITIAL
A
Mobilization
1
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager
Checked
Signed Survey Drawing to be obtained from Client. Pending
2
Any discrepancy with respect to initial survey plan needs to be resolved with QAD, Legal dept.,and project dept.
Checked
Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client
3
Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
Checked
None
4
Levels 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
B
Marking/centre line
5
Check 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 done by an external agency- Asian Survey & Consultants and also was checked by Design Desk in the presence of GM-Projects & the Project Manager
SUB STRUCTURE
YES
www.suvilasproperties.com
NO
REMARKS
129
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130
Suvilas Construction Standard & Progress Report
AREA
SUB STRUCTURE
Sl No.
ACTIVITY
YES
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc. These benchmarks need to be located in areas where construction activity does not happen till building is completed
Checked
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
10
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity.
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
13
If excavated level is deeper than required, inform structural consultant and give details for correction at the earliest
14
Ensure that the structural consultant has checked the soil condition after excavation
NO
REMARKS Permanent benchmarks was marked near the site office
Pending
Checked
Checked while excavation was in progress. However final checking will be done when the site is ready & prior to starting of P.C.C Structural consultant to randomly
Checked
www.suvilasproperties.com
Initial checking was done during the excavation. However final checking was completed on the 22-09-2012
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Suvilas Construction Standard & Progress Report
AREA
SUB STRUCTURE
Sl No.
ACTIVITY
YES
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc.
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope
16
Check if appropriate barricading is done at the periphery of excavated pit
Checked
No issues
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
20
Check alignment of foundations randomly with respect to center line
Checked
To be checked with surveyor
21
Check the location and level of sumps,drains in basement with respect to foundations
Checked
22
Column reinforcement-cover
Checked
Found Satisfactory
23
Column marking checking after reinforcement before casting the footing
Checked
Found Satisfactory
24
Check 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 tie-beams (if any) for location, alignment and level
www.suvilasproperties.com
NO
REMARKS
Not applicable
131
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132
Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
YES
26
Adequate coats of water proof application is carried out on retaining wall (externally), as per QCD specification
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
31
Inform legal department for obtaining commencement certificate after peripheral columns/ retaining wall of building are executed
Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
NO
None
To be checked
Column not cast. Application for Commencement Certificate will be taken up after completion of all columns above Ground Level
FEBRUARY 2013 Date
Report for the Month of February 2013 Report No: 2011/ 002/ QCD/ 0007/R0
Mobilization / Marking /Centre Line / Excavation
Check List for AREA
Sl No.
ACTIVITY
INITIAL
A
Mobilization
1
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager
2
YES
Any discrepancy with respect to initial survey plan needs to be resolved with QAD, Legal dept.,and project dept.
REMARKS
Checked Checked
www.suvilasproperties.com
NO
REMARKS
Signed Survey Drawing to be obtained from Client. Pending Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 133
Suvilas Construction Standard & Progress Report
AREA
Sl No. 3
SUB STRUCTURE
ACTIVITY
Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
YES
NO
REMARKS
Checked
None
Checked
None
4
Levels of adjacent properties, invert levels of drains/ manholes, any other important features such as trees wells, drains, existing structure etc. Within the site
B
Marking/centre line
5
Check 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 done by an external agency- Asian Survey & Consultants and also was checked by Design Desk in the presence of GM-Projects & the Project Manager
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc., These benchmarks need to be located in areas where construction activity does not happen till building is completed
Checked
Permanent benchmarks was marked near 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
10
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity.
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity
www.suvilasproperties.com
Pending
133
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134
Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
SUB STRUCTURE
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
13
If excavated level is deeper than required, inform structural consultant and give details for correction at earliest
14
Ensure that the structural consultant has checked the soil condition after excavation
Checked
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc.
Initial checking was done during the excavation. However final checking was completed on the 22-09-2012.
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope
Checked
No issues
SUB STRUCTURE
YES
Checked
NO
REMARKS
Checked while excavation was in progress. However final checking will be done when the site is ready & prior to starting of P.C.C Structural consultant to check randomly
16
Check if appropriate barricading is done at the periphery of excavated pit
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
20
Check alignment of foundations at randomly with respect to center line
Checked
21
Check the location and level of sumps, drains in basement with respect to foundations
Checked
www.suvilasproperties.com
Checked with the help of the surveyor
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 135
Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
YES
22
Column reinforcement-cover
Checked
23
Column marking checking after reinforcement before casting the footing.
Checked
24 25 26 27
Check for construction joints particularly in case of raft foundation, at the start of retaining walls/ lift pit walls etc. Check for cut outs for services in retaining walls
Adequate coats of water proof application is carried out on retaining wall (externally), as per QCD specification
NO
REMARKS Found Satisfactory
Checked
Not required as per the discussions had with the Structural Consultants
Checked
Not applicable Not applicable. Water table is low.
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
30
Check for honeycombing and proper curing after casting
31
Inform legal department for obtaining commencement certificate after peripheral columns/ retaining wall of building are executed
www.suvilasproperties.com
135
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 136
136
Suvilas Construction Standard & Progress Report
MARCH2013 Name of Project
Suvilas Royal Gardenia
Prepared By
Design Desk. Architects
Date
Report for the Month of March 2013 Report No: 2011/ 002/ QCD/ 0008/R0
Mobilization / Marking /Centre Line / Excavation
Check List for AREA
Sl No.
ACTIVITY
INITIAL
A
Mobilization
1
Survey drawing to be checked at site & signed by Surveyor, Client, GM-Projects & Project Manager
Checked
Signed Survey Drawing to be obtained from Client. Pending
2
Any discrepancy with respect to initial survey plan needs to be resolved with QAD, Legal dept.,and project dept.
Checked
Discrepancy of 100 mm found in the North East corner of the plot which was brought to the notice of the client
3
Check if any space needs to be left for road/road widening, future expansions, public drains, HT/LT lines etc.
Checked
None
4
Levels 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
B
Marking/centre line
5
Check 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 done by an external agency- Asian Survey & Consultants and also was checked by Design Desk in the presence of GM-Projects & the Project Manager
SUB STRUCTURE
YES
www.suvilasproperties.com
NO
REMARKS
Magazine Pages 101-134_Layout 1 5/10/2013 9:55 PM Page 137
Suvilas Construction Standard & Progress Report
AREA
SUB STRUCTURE
Sl No.
ACTIVITY
YES
6
Check or insist site personal on establishing permanent benchmarks indicating various levels, basement floor level, ground level, ground floor level etc. These benchmarks need to be located in areas where construction activity does not happen till building is completed
Checked
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
9
Check overall dimensions after the centre line
Checked
10
If there is more than one building block, corner points of all blocks need to be marked and spaces between them to be checked before starting any construction activity
NO
REMARKS Permanent benchmarks was marked near the site office
To be checked with surveyor
Pending
11
In case of plotted development, corner point of all plots need to be marked and checked before any construction activity.
C
Excavation
12
Excavation depth to be checked against what is indicated in structural drawing. Check excavation level with respect to TBM as mentioned in drawing
13
If excavated level is deeper than required, inform structural consultant and give details for correction at the earliest
14
Ensure that the structural consultant has checked the soil condition after excavation
Checked
15
Check if sides of excavated pit are in slope/steps. Discuss with structural engineer if extra precaution is needed in case of poor soil conditions, high ground water table, space constraints etc.
Initial checking was done during the excavation. However final checking was completed on the 22-09-2012
Checked
Checked & found the soil was cut straight. Given instructions to cut the soil in slope
Checked
No issues
16
Check if appropriate barricading is done at the periphery of excavated pit
Not- Applicable
Checked
Checked while excavation was in progress. However final checking will be done when the site is ready & prior to starting of P.C.C Structural consultant to check randomly
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138
Suvilas Construction Standard & Progress Report
AREA
Sl No.
ACTIVITY
SUB STRUCTURE
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
20
Check alignment of foundations randomly with respect to center line
Checked
To be checked with surveyor
21
Check the location and level of sumps,drains in basement with respect to foundations
Checked
22
Column reinforcement-cover
Checked
Found Satisfactory
23
Column marking checking after reinforcement before casting the footing
Checked
Found Satisfactory
24
Check 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
26 27
YES
Adequate coats of water proof application is carried out on retaining wall (externally), as per QCD specification
NO
REMARKS
Core cutting to be done None
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
31
Inform legal department for obtaining commencement certificate after peripheral columns/ retaining wall of building are executed www.suvilasproperties.com
To be checked randomly
Column not cast. Application for Commencement Certificate will be taken up after completion of all columns above Ground Level
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Thank you for your valuable time. For further information, please contact us on the following address.
Suvilas Properties Pvt Ltd
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 3444 Web www.suvilasproperties.com Email info@suvilasproperties.com | sales@suvilasproperties.com Any comments / complaints / feedback please mail it to ccf@suvilasproperties.com
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