PROJECT CONCEPT REPORT

Transcription

1 PROJECT CONCEPT REPORT for Proposed RESIDENTIAL BLOCK UNDER Expansion (Phase-2) of MANI CASADONA PROJECT at Plot No. IIF/04, Action Area-II, New Town, P.S. Rajarhat, New Town Kolkata Development Authority, Dist. 24 Paraganas (N), West Bengal Project Proponent Magus Bengal IT-9, Mani Square, 164/1, Maniktala Main Road, E M Bypass, Kolkata

2 PROJECT CONCEPT REPORT INTRODUCTION The project proponent Magus Bengal (previously known as Magus Bengal Estates Pvt. Ltd.), under the control and management of Mani Group has acres ( sqm) Land at Plot No. IIF/04, Action Area II, New Town, P.S. Rajarhat, New Town Kolkata Development Authority, Dist. 24 Paraganas (N), West Bengal. The project proponent under Phase-1 programme had constructed 2 office towers, 1 MLCP and 1 club building on acres of the plot area. The project proponent now intends to take-up an expansion programme (Phase-2), under which a residential tower block with B+G+23 will be constructed on 1.32 acres of the available vacant land. 176 residential units will be accommodated in the proposed residential tower block. The project Brief IT, ITES & Club 2 Blocks Offices: Phase-1 (Existing) Phase-2 (Now Proposed) - EastTower:LB+UB+G+16 West Tower: UB+G+16; 73.3M MLCP : UB+G+5 & Club : LG+UG+1 Land Residential Tower Land Dwelling Units acres Block : B+G+23 flr, Ht.: 73.8m 1.32 acres 176 Area measuring 1.32 acres will be used for Phase-2 development within the acres of Phase-1. PROJECT PROPONENT Magus Bengal, the promoter of MANI CASADONA is under the control and management of Mani Group. Mani Group, established in the year 1980 is today a leading real estate development organization having it s headquarter in Kolkata. Project Concept Report Page 1

3 Headed by Mr. Sanjay Jhunjhunwala, the Group was set up with a simple vision - addressing the basic requirement of shelter by ensuring superior quality construction and completion within the stipulated time schedule. Today, more than three decades later, this unwavering focus remains as strong as ever and the Group has blossomed into a large, vibrant and highly respected organization with a multi-sector pan-india footprint. THE GROUP GROWTH The Group today has diversified in Real Estate, Hospitality, Education and Power. The group s operations have spread out far beyond the confines of Kolkata and now it also has offices and project sites in the Bengal towns of Siliguri, Naihati and Durgapur, as well as Jaipur in Rajasthan and Bhubaneswar in Orissa. Mani Group has built homes for more than 1000 families on 3 million sq. ft. across 50 locations in Kolkata. The Group believes in the smooth transition of the apartments from the developer to the buyer within a realistic time frame. Value addition to the Customers' lives is the motto of the Group and it does so by protecting their assets for life and by exceeding their expectations. The Group has contributed significantly to the changing Kolkata skyline with landmark projects. It is a major player in Kolkata's real estate scenario with a portfolio spanning over Residential, Commercial, Retail, Entertainment & IT developments. Magus Bengal., has its registered office at IT-9 Chambers, Mani Square, 164/1, Maniktala Main Road, E M Bypass, Kolkata , West Bengal. The project site is a well-developed vastu land. Location map is presented in Figure-1.0. The construction of the proposed residential building will be taken up following NKDA Building Rules. Project Concept Report Page 2

4 Total Land Area as per Sanctioned Area of Phase-1 (Existing) Area of Phase-2(Now Proposed) Total Built-up Area (Phase- 1 & 2) PROPOSED PROJECT DETAILS sqm. (12.99 acres) acres 1.32 acres (a part of Total land area sanctioned) 1,92, sqm (Phase 1: 1,67, sqm Phase 2: 24, sqm) Building configuration: Phase 1 (Existing): 2 Blocks comprising of the following: Office -East Tower: LB+UB+G+16 West Tower: UB+G+16 MLCP: UB+G+5 Club : LG+UG+1 Phase 2 (Proposed): No. of Flats /Units (Phase-2) Maximum Height of the Building (Ph-2) Source of Water Total Water requirement (Phase-2) Wastewater Generation (Phase-2) Treated Wastewater Fresh Water requirement Treated Wastewater reuse Treated Wastewater discharge Quantity of Solid Waste Generation Constructional Phase Water Demand Population During Construction Population During Operation (Phase-2) Electricity (Connected Load) (Phase-2) Electricity Supplied By D.G.Sets Stack Height for D.G. Sets Car Parking required (as per Govt. Rule) Residential : 1 Block B+G+23, Ht.: 73.8m 176 units 73.8 m New Town Kolkata Development Authority KLD KLD KLD KLD KLD KLD Kg/day during Operation phase 17 KLD 200 Persons Permanent : 880 persons Floating : 88 persons Service : 88 persons Club : 75 persons Total :1131 persons 2850 KVA NTESCL 2 x 1600KVA 8.4 meter stack for each DG set above terrace of the building 195 Nos. (including club and residential) Car Parking Provided (Phase 2) 179 nos.(car : Open 45, Covered 134) Total no. of trees required (Total) 747 Total no. of trees provided(total) 852 Project Concept Report Page 3

5 Out of the total land area i.e acres (52,608.4 sqm), around 10, sqm (20.27%) will be used for exclusive tree plantation purpose. Proposed Master Plan is presented in Drawing-1. Proposed Area Statement The basic development under the Phase-2 will comprise of construction of 1 Residential Block with apartments / flats with the following configuration. Residential Block: 1 x (B + G + 23 floors) with 176 flats Height of the Building: 73.8 M Sl. No. Land Use Statement (Overall) Phase 1 Phase 2 (Extension- Residential) Total: Overall Percentage Area (sqm) Area (sqm) Area (sqm) % 1 Gross Land Area 52, Ground Coverage , Total Green Area 20, Tree Plantation Area , Other Green Area % of Semi-paved area & parking areas , misc. Green Total Paved Area 12, Paved area , % of Semi Paved Area/open parking Paved area above basement TOTAL (Ground coverage + Green area+paved area) 52, % Water Supply, Wastewater Generation, Recycling and Discharge Daily water demand of the proposed project during operation phase will be KLD. Fresh water to the tune of KLD will be supplied by New Town Kolkata Development Authority (NKDA).In addition, treated wastewater to the tune of53.79 KLD will be utilized in noncritical purposes like toilet flushing, landscaping, car washing etc. Project Concept Report Page 4

6 Water demand Statements for the proposed Phase-2 development is presented below. Sl. No Category WATER REQUIREMENT OF PROJECT- PHASE 2 Population Phase 2 Per capital Water demand (lpcd) Domestic (kld) Water demand (Kld) Flushing (kld) Total (kld) Type of water Fresh (kld) Treated 1 Residential Population 2 Floating Population 3 O & M Population Club Irrigation Car Wash (nos.) TOTAL WATER REQUIREMENT: kld PROPOSED WATER BALANCE PHASE Apartments Fresh Water Floating Population O & M S. T. P. (CAP.: 125) Club Car Wash Irrigation Legend: Fresh Water Sewage Treated Sewage Treated Sewage for Disposal (55.28) Note: All figures are in kld. Project Concept Report Page 5

7 WASTE WATER: WASTE WATER GENERATION : PHASE 2 Sl. No Category Water requirement (kld) Fresh Water (kld) Treated Wastewater(kld) Waste water to the STP (kld) 1 Residential Population Floating Population O & M Population Club Irrigation Car Wash (nos.) TOTAL: Raw Wastewater to S.T.P. INPUT Treated Wastewater to S.T.P. OUTPUT Treated Wastewater to Reuse Treated Wastewater disposal Wastewater Treatment Sewage Treatment Plant (capacity 125kld) will be set up for treating wastewater from this unit. The STP will be based on SBR Technology (Sequential Batch Reactor) followed by tertiary treatment. Treated wastewater will be used within the project site in some noncritical purposes. Treated wastewater, in excess (around kld) will be discharged in to the public drainage/sewage system. SBR is an upgraded conversion of conventional activated sludge process and is capable of removing nutrients from waste water besides very stable sludge characteristics because of cyclic process. The process is identical to the conventional activated sludge process. SBR is a compact and time oriented system. The process is carried out sequentially in the same tank. SBR system performs operations based on time frame rather than space since conventional activated sludge process requires more space. Housed in a single unit the reactor can accomplish biological treatment and secondary clarifications with a time controlled sequence thus achieving reasonably good outlet parameters after secondary pretreatment and thus eliminating need of multiple tanks or expensive membrane for treatment. This process achieves high quality of treated water with low nutrients levels ready for recycling. The chain will comprise of Fill, Aerate, Settle and Decant stages. Project Concept Report Page 6

8 The core of plant is reactor with sewage feed and treated water outlet. This reactor can be pre-engineered for different hydraulic and organic load capacities, modular design and can be constructed in RCC/ pre fab steel/ plastic and FRP tanks. SBR is a unique feature of very stable sludge characteristic and enhanced biological nutrient removal. The technology has advantages working on low cost of maintenance, operation and initial cost still most suitable and effective on the performances and meets all relevant standards and norms. Proposed STPs are expected to offer a final effluent having ph between 6.5 & 8, TSS - <10 mg/l, BOD - <5 mg/l and O&G - <5 mg/l Municipal Solid Waste Generation and Its Management During Construction phase, discarded cement bags, waste paper and cardboard packing material etc. will be sold off to recyclers. Unusable steel bits and pieces will be collected at site and sold to the recyclers. Construction debris and excavated earth will be used for land development purposes within the project site. During the Operation phase around Kg/day solid wastes primarily of domestic nature would be generated. These solid wastes will be segregated into biodegradable and nonbiodegradable fractions and collected in separate bins and would be stored in secured enclosures within the project site. The non-biodegradable recyclable wastes will be sold to recyclers and the biodegradable and the non-biodegradable inert/ unusable wastes will be collected by NKDA for final disposal on regular basis. SOLID WASTE GENERATION SOLID WASTE GENERATION- PHASE 2 Sl. No. Category Population Rate Total Phase 2 (in kg/day) (in kg/day) 1 Residential Population Floating Population O & M Population Club Street Sweeping Total Project Concept Report Page 7

9 Rain Water Harvesting The SEAC guide line regarding rain water harvesting is as follows - Sl. No. Category of Building Minimum percentage of rain water which should harvested by Surface Storage Sub-surface Recharge 1 10 to15 storied Buildings & Above 40% 60% 2 6 to10 storied Building 35% 45% 3 3 to 5 storied Building 25% 15% (recharge or additional storage) 4 Less than three storied Building 10% 10% While suggesting the guidelines, RWH potential in 1000 sqm Roof Area was considered to be 7,68,000 liters annually based on the rain fall characteristics. Uniform utilization of harvested rainwater throughout the year from created storage tank was also considered. As per SEAC proposed guidelines the rain water harvesting potential is calculated in the following Table: Phase2 - Extension No. of Stories Total Roof Area (Sqm) Total Rain Water Potential, Lakh Litre Minimum Percentage of Rain Water which should Harvested by Rain Water Harvesting Potential as per SEAC Guidelines Surface Storage (%) Sub- Surface Recharge (%) Surface Storage, Lakh Litre Sub- Surface Recharge, Lakh Litre Residential B+G TOTAL As per SEAC proposed guidelines, storage facilities and sub-surface recharging facilities required will provided. All roof-top rain water will be diverted to the rainwater storage tank and over flow of the tank will be diverted to recharge structure and overflow of the recharge structure will be diverted to the storm water drain within the Complex. Project Concept Report Page 8

10 Storm Water Management This is a developed land with no undulation. The surrounding area is predominantly residential and commercial in nature. A well designed storm drainage system will be constructed in the complex. Storm drains of the complex will collect and convey the rain water into the adjacent public sewer/drainage system. While designing the internal drainage system, invert level of the public rain in front of the project site will be given due consideration to avoid any floods or water logging in the site. Electricity, DG sets, Stack height Electricity will be supplied by NTESCL. The connected load will be about2850 KVA. Electricity will be sourced from NTESCL. The residential tower block will be provided with 2 nos.1600 KVA DG sets. The emission from DG sets will be discharged through an8.4 meter stack for each DG set above the roof of the building. Low sulphur diesel will be used. Tree Plantation Details Around sqm (38.597%) of the total plot area (Phase 1 & 2) will be used for greening purpose. Out of the total green area, around sqm (20.273%) will be used for plantation purpose. Around 852 trees in totality will be planted at the project site. Relevant details of such trees are presented below: Sl. No Botanical Name Common Name Qty Unit 1 Bauhinia Variegata Kachnar 34 Nos. 2 Plumeria Alba Champa 324 Nos. 3 PlumeriaRubra Red Champa 209 Nos. 4 Casia Fistula Amaltas 40 Nos. 5 SpathodeaCampanulata African Tulip 68 Nos. 6 FicusLyrata Fiddleleaf Fig 44 Nos. 7 Phoenix Dactlifera Date Palm 115 Nos. 8 WodyetiaBifurcata Foxtail Palm 18 Nos. TOTAL 852 Nos. Project Concept Report Page 9

11 Fire Fighting There will be all provisions as per NBC-2005 of fire fighting for the given height of the building. Clearance from the concerned Authority will be obtained and it s recommendations will be followed. Others The proposed residential complex will have a large number of modern/ advanced/ useful facilities of which the following need special mentioning High speed elevators; Modern fire detection & suppression system; Sufficient Car parking CCTV Security system. Project Cost Estimated Project cost is around Rs. 80 Crores. Drawings: 1. Proposed Master Plan 2. Traffic Circulation Plan 3. Street Lighting Plan Project Concept Report Page 10

12 FIGURE 1.0 : PROJECT SITE ON GOOGLE MAP Mani Casadino Mani Casadona Project Site Plot No. IIF/04, Action Area II, New Town, P.S. Rajarhat, New Town Kolkata Development Authority, Dist. 24 Paraganas (N), West Bengal Site Co-ordinate Latitude "N and Longitude "E

13 X X X X X X X X X X X X X X X X OPEN PLAZA (LVL.+1500) X X X X X X X X RAMP M.L.C.P. DROP OFF EAST BLOCK WEST BLOCK LVL+800 LVL+600 LVL+750 TENNIS COURT LVL+750 CLUB DROP OFF BANQUET LAWN LVL+600 LVL+750 LVL+750 BASKET BALL COURT LVL+750 LVL+1500 LVL+1500 LVL+750 LVL+1500 RESIDENTIAL BLOCK B CLUB BLOCK MANI CASADONA

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