Suvilas magazine

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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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Suvilas Construction Standard & Progress Report

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 Construction Standard & Progress Report

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

www.suvilasproperties.com

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Suvilas Construction Standard & Progress Report

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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Suvilas Construction Standard & Progress Report

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.

www.suvilasproperties.com

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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.

www.suvilasproperties.com

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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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Suvilas Construction Standard & Progress Report

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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Suvilas Construction Standard & Progress Report

Our well trained and skilled work force

Reinforcement/DOKA formwork for column & footing

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Reinforcement work for footing

Reinforcement work for columns

The end product of formwork systems

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Suvilas Construction standards

Suvilas Construction standards

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Completed R.C.C work of footing

Completed R.C.C work of footing and pedestals

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Suvilas work force

Suvilas work force

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Suvilas work force

Suvilas work force

Suvilas work force

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Suvilas work force

Construction standards

Construction standards

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Suvilas construction standards

Suvilas project site

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Suvilas project site

Suvilas construction standards

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Suvilas construction standards

Suvilas construction standards

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Suvilas work force

Safety standards

Suvilas quality standards

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Suvilas well equipped team

Suvilas work force

Suvilas team at work

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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

Suvilas Work Force

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Suvilas Quality at Work

Suvilas Quality at Work

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Suvilas Quality at Work

Suvilas Costruction Standard

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Tower crane footing reinforcement work

Suvilas Quality Standards

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Suvilas work force

Tower crane erection in progress

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Suvilas work force at project site

Erection of the Liebherr crane

Tower crane erection in progress

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

Finished R.C.C wall for UG Sump

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Suvilas construction standards

Suvilas construction standards

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Suvilas construction standards

Suvilas Quality standards

Suvilas Quality standards

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Suvilas Quality standards

Suvilas Quality standards

Suvilas Quality standards

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Suvilas Quality standards

Suvilas Quality standards

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Suvilas construction standards

Suvilas construction standards

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Suvilas construction standards

Suvilas construction standards

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Suvilas construction standards

Suvilas construction standards

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Suvilas Quality standards

Suvilas work force

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Suvilas Royal 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

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

www.suvilasproperties.com


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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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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


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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


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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.

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


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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

www.suvilasproperties.com

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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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Magazine Pages 135-138_Layout 1 5/10/2013 9:57 PM Page 140

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

Suvilas Properties Pvt Ltd

www.suvilasproperties.com

Corporate Profile

www.suvilasproperties.com/corporate-profile

Project Status

www.suvilasproperties.com/project-status




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