kotak bkc presentation

Kotak Mahindra Bank Limited Corporate Office

Location: Bandra Kurla Complex, MumbaiDate: 26th June, 2009

Kotak Mahindra Bank Limited Corporate Office, Mumbai2

Genesis Architects is a team of young enthusiastic individuals keen to provide the assembly of knowledge, expertise, experience, creativity, and professionalism to our projects.

Led by a team of seasoned professionals with over 40 years of collective experience of architectural and interior design solutions, we are committed to provide innovative design solutions derived from a analytical design process.

Today, team Genesis constitutes of talent that originates from various parts of India that has lent us the diversity and local expertise to handle projects anywhere in the country.

We have had the opportunity to work at close quarters with the leading international brands looking to initiate and strengthen their presence in India and abroad.

In 2007, Genesis entered into a strategic alliance with US based MBH Architects in order to pool our expertise for selective projects.

Since then, the association has grown consistently leading to successful design bids for Delhi International Airport and other large scale commercial and hospitality projects.

http://www.genarch.in

http://www.mbharch.com

http://www.genarch.in/

http://www.genarch.in/

http://www.mbharch.com/

http://www.mbharch.com/


. Project Highlights


Kotak Mahindra Bank Limited Design Consultancy 35,000 Sq Ft K.G. Point, Surat

Project Highlights


Kotak Mahindra Bank Limited Design Consultancy2,50,000 Sq Ft : Banking1,50,000 Sq Ft : Office

Pan-India Retail Banking and Group offices

Project Highlights


22

International departure

Delhi T3 International Terminal Design Consultancy60,000 Sq Ft F&B and Retail Component

Project Highlights


Yum! Restaurants International Corporate Office Design Consultancy15,000 Sq FtDLF towers, Gurgaon

Project Highlights


Project Highlights

Design Consultancy

16,000 Sq Ft

Ensearch, Noida


Project Highlights

Design Consultancy

35,000 Sq Ft

Louis & Dreyfus, DLF 9B, Gurgaon


Project Highlights

Corporate Spaces . MBH


The Infrastructure and Projects Department of “Kotak Mahindra Bank Limited” (KMBL) had decided to invite architectural design firms for the indicative concept design proposal for their planned Corporate Headquarters through survey of their property namely “Apple Finance Ltd.” situated at C-27, G Block, Bandra Kurla Complex, Bandra (E), Mumbai – 400051.

Objective


Location . Site

‘G’ block of the Bandra Kurla Complex has been earmarked for International Finance and Business Center and is one of the most sought after commercial destinations for financial institutions in the city of Mumbai today

Bandra Kurla Complex


Bank of BarodaLakshmi Towers

National Stock ExchangeSecurities & Exchange Board of IndiaBank of India ICICI Bank Ltd.

Location . Context

The ex ist ing structure known as “APPLE FINANCE LTD” is situated in the heart of Bandra Kurla complex with surrounding MCA grounds to the East, Laxmi Tower to the North and Bank of Baroda to the South.


Location . Context

Main Arterial Road(BKC Road)

BEST Bus Stand

The site is strategically located in the heart of International finance and business centre, well connected by all modes of transportation through arterial roads and proposed railway projects.


Design PrinciplesTHE GOLDEN RECTANGLE

Since the Renaissance, artists and architects have proportioned their works to approximate the golden ratio - especially in the form of the golden rectangle, in which the ratio of the longer side to the shorter is the golden ratio.

The reason for the golden rectangle's charm is that it is considered to be one of the most pleasing shapes to look at.

THE GOLDEN RATIO

The golden ratio has fascinated intellectuals of diverse interests for at least 2,400 years.

1 : 1 : 1.6180 Our human eye perceives the golden rectangle as an

especially beautiful geometric form.


Design Principles

• Balanced• Stable• Serene• Patient


At Genesis, we believe that time spent in getting to know the Client and understand how they operate is invaluable.

On this basis, we propose a series of steps to fully understand and solicit the relevant information from your departments.

The next slides describe the process that we would undertake prior to construction as part of the fact gathering.

The Methodology that we propose is a series of stages with checks and balances at the end of each stage. This minimizes risk to KMBL, yet allows the project to progress at the required speed.

Strategic Planning

. Building Analysis

. Co-location Issues

Strategic Planning : our approach …

A structured approach to provide solutions specific to KMBL

Using tools and real world project experience

Multi-disciplinary : planning, design and technical

Methodology


Methodology

Key planning criteria

. Planning efficiency

. Size of the floor plate / number of floors required

. Shape of the floor plate

. Shape of the core

. Access and circulation

floor 1-3floor 4-9

. Quadrilateral layout

. Lift lobby - false ceiling, marble flooring and cladding

. External leakage through the joints of the ACP

. Separation cracks between brick masonry and RCC slab

. First floor - open floor space, lift lobby and staircase

. Second floor - internal brick partition walls

. Third floor - exposed RCC slab, external leakage

. Lift lobby - false ceiling, marble flooring and cladding

lift lobby

exposed RCC slab

cracks in the walls


Methodology

PROPERTY SURVEY

• Multiple access to site from east and west side

- important to counter congestion and control circulation at peak hours

• Sound Structure – Additional floor space may be added based on the extent of retro-fitting

• Existing Façade – Standard design, non-conforming to Brand Kotak

• Triple Height Portico – Imparts a sense of grandeur and scale, Impressive as the point of first impact

• Designed for individual office suites – Integrated Building lobby introduced to

• Challenging conditions for Car Parking – Vertical / multi-level stacking explored


Methodology

section through core

existing :

required* : +

proposed : + +

atrium :

existing : 1,21,914 sq ft . FSI : 1.88

required* : 1,45,000 sq ft . FSI : 2.25

proposed : 2,05,000 sq ft . FSI : 3.15

* cafe / board rooms / recreation included


. Best and most efficient fit

. Matches work culture

EXISTING IN USE NEW BUILDING

Establish the size and number of staff space standards

171 sf

39 sf28 sf 1620 x 1035 mm

Sample space standards

Methodology


Planning Option

In this section, we use all of the findings and knowledge gained from previous sections to develop:

. Stacking Section

This section depicts how the available space on the floor can be used. It identifies the Business Units / Departments to be incorporated in the proposal. The locations may be adjusted based on further discussions with the KMBL management.

Test fits were developed as a resultant.

Methodology

Parking + MEP Services

Vertical Core

Main Lobby + Retail Branch + Café + Recreation Zone

Corporate Banking + KMIL + Board room + Meeting Rooms

KMCC

KIAL + Wealth Management

KLI

future expansion

AMC

Treasury + KFBL

Compliance + CFO

Corporate

205k


Methodology

Parking + MEP Services

Vertical Core

Retail Branch + Café + Recreation Zone

Main Lobby + Board room + Meeting Rooms + Public interaction zone

KLI + ARD

Compliance + CFO + AMC

Corporate

145k

Planning Option

A second option that satisfies the immediate requirements of KMBL.

The locations may be adjusted based on further discussions with the KMBL management.

Corporate Banking + Corporate Real-estate + KMIL

KMCC + KIE + KS Retail

KIAL + Wealth Management

Treasury + Op Man Com


Methodology

GREEN CONCEPTS

. Green is going mainstream, and fast- GO GREEN

. External Façade Treatment - Sticking to the roots but eying the future.

. Soul of the building - Mural at the entrance portico.

. Designed attentively for people with special needs.

. Additional vertical circulation core - Decongestion at the proposed entrance lobby.

. Flexibility/Expansion – Modular furniture.

. Open Spaces


Methodology

parking bays

cores

services

ground floor

traffic movement

site plan

Parking Bays >> 65 cars | 225 two wheelers


Methodology

parking bays

cores

services

basement

traffic movement 205k

145k

Parking Bays >> 122 cars | 70 two wheelers


Methodology

workstation area

executive area

discussion and meeting spaces

services

circulation

common facilities

205k

145k


Methodology

workstation area

executive area


services

circulation

common facilities

205k

145k


Methodology

205K


Methodology

. Side elevation

. concept 3d

. overlay of golden rectangle on external facade

205K


Methodology

145K


Methodology

view 01


Methodology

view 02


. Design Features


Floor Lift Lobby

Lounging Areas

Design Features


Discussion & Conference Spaces

Design Features


Open Office Spaces

Design Features


Breakout Spaces

Design Features


Concept for Reception Area

Design Features

Telephone Booth


. Annexure I


Our comments are based on the following reports and drawings:

a. General report with photographs

b. Architectural drawings

c. Basic structural drawings

1. Our understanding of the existing structure is as under:

a. Extents : The extent of the floor of the existing structure is as under

annexure I . structure

b. Grid pattern : As shown in the Arch. drawing, the structural grid are 8.0x9.0 for first

to third floor portion and 10.7x11.54 for fifth to ninth floor portion.

c. Expansion joint : There is no expansion joint.

d. Number of Basements : First basement - full, Second part basement

e. Levels : Kindly refer section on the side



f. Building System : From structural drawings, the structural system is flat slab for first to third floor portion and flat plate for fifth to

ninth floor portion.

g. Foundation System : There is a mention of Raft foundation in the report. (Details to be confirm)

h. Transfer Beam : It seems that the column grid of fifth to ninth floor structure is not continuing in the atrium portion. There must be

a Transfer beam situation happening at that level. This Transfer beam is the most important component of the whole structure (Details

to be confirm).

2. Inferences

a. Present structure is in good condition, although it is 10 year old construction.

b. Existing structure is subjected to the following load at this point of time –

i. Self Weight

ii. External walls with cladding

iii. Internal walls (To be confirm)

iv. Floor finishes in some area (To be confirm)

c. The following designed loads are still to be mobilized -

i. Live load

ii. Load of services at floor level

iii. Floor finishes

iv. Partition walls

v. False ceiling

vi. Terracing

vii. Water in overhead water tank

viii. Services at roof level and in the basement

ix. Water in the under ground water tank

x. Earthquake

d. Structure is presently carrying 60% of its design loads thereby it is not under fully stressed load condition.



3. Suggestions and further actions to be considered for enhancing the FAR of the existing structure.

i. Addition of lifts : More lifts will certainly be required for increased FAR so these can be used to reduce the earthquake demand from

the existing column and thereby making them available to take more of vertical loads.

ii. Additional columns can be placed in the atrium in order to handle vertical load

without bothering the atrium’s aesthetics.

iii. Second and Third floor can be extended in the atrium for addition FAR.



iv. To enhance the capacity of the 4th floor transfer beam, additional columns can be

proposed in the periphery to create additional transfer beams.

v. Strengthening of existing raft can be done by the following ways :

a. By using Rock anchors to reduce span of raft elements.

b. Increasing the thickness of existing raft.

c. Providing additional columns in basement and super structure where possible.

vi. Strengthening of existing columns can be done by the following ways :

a. Jacketing with micro concreting after drilling & grouting new reinforcement in the

existing structure..

b. Increasing the ductility by using fiber wraps.

c. Use of structural steel members and plates.

vii. The internal wall load can be reduced by using light weight concrete blocks. This will help in reducing the design loads.

viii. The new structure can be done in structural steel with metal deck slab in order to reduce the dead loads and also to reduce

the construction period.



4. Detailed working for creating additional floors up to 4 to 6 numbers above terrace at

fourth floor level and 3 to 4 numbers above the terrace at 10th floor can be explored

after getting the following information

i. Structural drawings of existing building including PT drawings.

ii. Soil report

iii. Structural design report with loading assumptions

iv. Calculation

a. Analysis

b. Design of structure along with PT design

c. Foundation raft analysis and design

v. Concrete test report during construction

vi. NDT report for present day strength parameters


. Annexure II


annexure II . electrical

S.NO

EQUIPMENT DESCRIPTION

EXISTING STATUS REMARKS1 Incoming HT feeder Incoming Ht feeder is existing in the

basement. The rating of 630 A is adequate.

The HT feeder needs to be serviced and all interlocking etc. need to be rechecked before final clearance can be given for use.

2 Transformer 1250 kVA transformer is placed in the basement. The capacity is very near to what is required for the building. The final decision on this will be made after detailed loads are available.

The Transformer needs to be serviced and all functions need to be rechecked before final clearance can be given for use. Normally for important applications two transformers are preferred. Final decision on this may be taken by the client.

3 DG set 200 kVA DG Set is placed in the basement.

The capacity is not adequate. New DG sets as power back up will be proposed as part of new design.

4 Main LT panels and other distribution panels

LT panels are placed in the basement. The LT panels are of old design and are not suitable for use in latest state of the art buildings. New LT panels will be proposed as part of new design.

5 Rising Mains Not existing Most modern buildings are run on rising mains instead of conventional cabling system. The rising mains for normal and UPS power will be proposed as part of the new design.

EXISTING EQUIPMENT SURVEY


The electrical system will be designed specifically keeping in consideration the following parameters:

. Safety

. Energy efficiency

. Maintenance and continuity of the system.

SAFETY

Following specific measures will be proposed to ensure high level of safety inside the building:

. Use of DRY type of equipment for all High Voltage items.

. All HT equipment like the HT panel, transformer, RMU breakers etc will be of DRY type technology.

. Use of Rising Mains instead of Conventional cabling system

. The distribution system will be carried out through high quality SANDWICH TYPE RISING MAINS. This reduces significantly chances of fire or breakdown in the backbone of the distribution system. It also ensures lower running losses and lower heat output in the shafts.

. Use of Addressable type of smoke detection system with systematic evacuation

. The building will be equipped with state of the art ADDRESSABLE TYPE of fire detection and alarm system. The addressable type of system helps pinpoint the source of fire quickly, which is a critical parameter in suppression of fire. The system also directs a systematic evacuation of the premises by directing exit of personnel area wise. The more vulnerable areas are evacuated first. This also reduces the chances of stampede.

. Use of CCTV monitoring and recording system & Access control

. The building will be equipped with state of the art CCTV based security system. This will act as deterrent towards unauthorized entry and possible terrorist attack. The building will have a biometric based access control system, which will ensure that access to sensitive parts of the building is made available to authorized personnel only.

DESIGN BASIS FOR NEW INFRASTRUCTURE



ENERGY EFFICIENCY

To make the building use energy most efficiently a state of the art Integrated Building Management system (IBMS) will be proposed . The IBMS will use the following specific measures:

Lighting Controls

. The lighting levels will be automatically regulated by extensive use of high resolution presence and movement sensors. This will ensure efficient use of lighting resources.

. All lighting fixtures used will be of high degree of efficiency. Depending on specific applications LED type and wherever possible solar light fixtures will be used.

HVAC Controls

. The HVAC system will be regulated and finely adjusted as per the requirements.

. High efficiency lighting fixtures:

. Use of Rising Mains instead of Conventional cabling system

. The distribution system will be carried out through high quality SANDWICH TYPE RISING MAINS. This reduces significantly chances of fire or breakdown in the backbone of the distribution system. It also ensures lower running losses and lower heat output in the shafts.

Maintenance and continuity of the system

. The design will ensure that there exists no single bottleneck which can cause a shut down to the entire premises. All distribution paths will have alternative options. All critical loads in the building will be on UPS back up and all important safety equipment will have a direct DG set back up available. The distribution system will be carried out through high quality SANDWICH TYPE RISING MAINS. This reduces significantly chances of fire or breakdown in the backbone of the distribution system. It also ensures lower running losses and lower heat output in the shafts

. A detailed maintenance chart and schedule will be drawn up for all critical equipments and checklists for preventive maintenance will be drawn for all electrical equipments.

. Adequate measures will be taken to see that the electrical systems are protected against flood water.



. Annexure V


annexure V . estimated cost

ESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIS.NO. ITEM DESCRIPTION QUANTITY UNIT RATE AMOUNT

1 STRUCTURE AS PER ANNEXURE 1 LOT 6,20,00,0002 ELECTRICALS AS PER ANNEXURE 2 2,05,000 LOT 375 7,68,75,0003 HVAC AS PER ANNEXURE 3 LOT 7,57,00,0004 PLUMBING AS PER ANNEXURE 4 LOT 2,85,00,0005 CIVIL / INTERIORS (CARPET AREA) 2,05,000 SQ.FT. 1,400 28,70,00,0006 FAÇADE TREATMENT(ELEVATION AREA) 65,000 SQ.FT. 1,250 8,12,50,0007 LIFTS 6 NOS. 30,00,000 1,80,00,0008 ARCHITECT'S FEES AS PER ANNEXURE 5 LOT 1,20,00,000

GRAND TOTAL 64,13,25,000

205k



ESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIESTIMATED COSTS FOR KOTAK OFFICE AT BKC,MUMBAIS.NO. ITEM DESCRIPTION QUANTITY UNIT RATE AMOUNT

1 STRUCTURE AS PER ANNEXURE 1 LOT 1,75,00,0002 ELECTRICALS AS PER ANNEXURE 2 1,45,000 LOT 375 5,43,75,0003 HVAC AS PER ANNEXURE 3 LOT 6,28,00,0004 PLUMBING AS PER ANNEXURE 4 LOT 2,60,00,0005 CIVIL / INTERIORS (CARPET AREA) 1,45,000 SQ.FT. 1,400 20,30,00,0006 FAÇADE TREATMENT(ELEVATION AREA) 55,000 SQ.FT. 1,250 6,87,50,0007 LIFTS 2 NOS. 30,00,000 60,00,0008 ARCHITECT'S FEES AS PER ANNEXURE 5 LOT 90,00,000

GRAND TOTAL 44,74,25,000

145k




205k

145k


PROJECTED DEVELOPMENT COST

64.5cr45cr



. Annexure VI



PROJECTED DEVELOPMENT TIMEFRAME

205k

annexure VI . projected timeframe




145k





205k

145k



69 weeks52 weeks



Thank you

kotak bkc presentation

Documents

mumbai date

sq ft design consultancy

design principles

banking design consultancy

planned corporate headquarters

golden ratio

sq ftdesign consultancy

architectural design