AREA DEVELOPMENT OF SCHEME 151(Sec B, C and D), SUPER CORRIDOR CONCEPTUAL PLAN

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1 INTRODUCTION Indore has become a hub of industrial, technological and educational activities. The strong historical background has given the city rich culture and heritage and it is therefore emerging as a popular tourist spot today. The strategic location of Indore has also contributed to its manifold development, both economically and socially. Area development of Scheme 151(Sec B, C and D), Super Corridor has been planned in the city. With a High impact / market driven nodesintegrated Investment Region (IRs) and Industrial Areas (IAs) have been identified within the corridor to provide transparent and investment friendly facility regimes. These regions are proposed to be self-sustained industrial townships with world-class infrastructure, road and rail connectivity for freight movement to and from ports and logistics hubs, served by domestic/ international air connectivity, reliable power, quality social infrastructure, and provide a globally competitive environment conducive for setting up the businesses opportunities. The Area development of Scheme 151(Sec B, C and D) Super Corridor offers to enhance the already rich culture with modern development elements and amenities. SCP is envisioned to be a TRANSIT ORIENTED DEVELOPMENT (TOD) serving the city, it would enable travelers to shun the city traffic and reach the airport in no time. This enhances the opportunities that the abutting land provides all along the road RW-2 & MR10. The purpose is to develop more attractive vibrant, healthy, clean and safe environment, with modern facilities, a full range of services and well maintained infrastructure offering a highly desirable place to work, live, invest and cater to the needs of a diverse community with a comprehensive development plan including: IT/ITes, Tourism and Recreational Industry Education and R&D infrastructure Residential and support social infrastructure Business and commercial infrastructure Quality public transport link, Indore, PIA and IR Indore Development Authority 119

2 Non-polluting Industries SITE LOCATION AND SURROUNDINGS The Area development of Scheme 151(Sec B, C and D) Super Corridor is linked with the MR-10 (L = 4 km) and the RW-2 (L= 8.5 km), which are bound for Indore Airport from Sukhliya area. The Co-ordinates of the project site are 22 46ʹ39ʹʹN & 75 49ʹ39ʹʹE. Google image & toposheet showing project site & surroundings within 500 m and 10 km are attached as Annexure I and II respectively. CONNECTIVITY The Scheme 151(Sec B, C and D) Super Corridor is linked with the MR-10 (L= 4 km) and the RW-2 (L= 8.5 km), which are bound for Indore Airport from Sukhliya area. Indore and Bhopal are well connected by railway which is passing through the lower part of MR-10. In order to connect between existing industrial complexes and small villages, there are 10 slip roads in the area between MR-10 and SH-27. Near the junction of MR-10 and RW-2, there are small existing villages and SH-27 (W= 75 m) which is connecting to Indore and Ujjain. The nearest railway station being Indore railway station, about 4.5 km away from the project site. The nearest airport is Devi Ahilaya Bai Holkar International Airport, at 7.4 km from the project site. Indore Development Authority 120

3 Figure Proposed Location of Area development of Scheme 151(Sec B, C and D) Super Corridor in Madhya Pradesh AREA STATEMENT The total area of Scheme 151(Sec B, C and D) Super Corridor project is estimated to be hectares. The Area development of Scheme 151(Sec B, C and D) Super Corridor for which Environmental clearance is sought is The comparative study of the Net planning area of Scheme 151 is provided below in Table 1. Indore Development Authority 121

4 Table 1: Area Statement ITEM SCHEME 151 TOTAL AREA AREA LAND TRANSFERRED TO GOVT A. TCS B. INFOSYS 96,000 AREA UNDER AABADI 127,000 AREA UNDER Railway land 11,900 Area UNDER GAIL land 7,200 AREA UNDER GRAVE YARD (existing) SUB-TOTAL Net Remaining area for planning in scheme AREA UNDER Sector A AREA UNDER RAILWAY STATION 6,600 Area under 75.0 m (RW-2) + 5 m wide green belt both side(existing) Area under recreational use as per IDP 2021 (stadium) SUB-TOTAL NET PLANNING AREA COMMERICAL AREA Coordinated Plotted Area 100 PUBLIC FACILITIES 3450 Green area (17.69 % of Net Plot area) PARKING ROAD PEDESTRIAN Other Commercial Facilities(PETROL PUMP, Etc) 1600 SW Transfer Station 1,192 UTILITY 1,807 Communication Node 104 Indore Development Authority 122

5 M.P.E.B. GRIDE 1,570 Table 2: Built-up Area Calculations Item Area( m2 ) FAR Built-Up Area NET PLANNING AREA OF SCHEME 151 Commercial Public Facilities AREA Coordinated Plotted Area Other Commercial Facilities(PETROL PUMP, Etc) 1600 M.P.E.B. GRIDE 1,570 Etc (Park, Parking, Road, Pathway) *FAR = Floor Area Ratio POPULATION DENSITY The estimated population of the project will be persons. The detailed population breakup is given below in the following Table 2. Table 3: Population Item Area( m2 ) Population Total Population NET PLANNING AREA OF Scheme 151(Sec B, C and D) Super Corridor Commercial(attach 1) Residential Staff Service of residential and 5295 Indore Development Authority 123

6 staff population Visitors 10% of residential and 1059 staff population Public Facilities Other Commercial Facilities(PETROL PUMP, Etc) WATER REQUIREMENT The water supply will be provided through the Indore Development Authority. The total water requirement is approx KLD, out of which total domestic water requirement is KLD. The potable water requirement is approx KLD which is 70% of the domestic water demand for residential and 30% of the domestic water for commercial population. The daily water requirement calculation is given below in Table 3: S. Description No. A. Domestic Water Table 3: Calculations for Daily Water Demand Total Occupancy Rate of water demand (lpcd) Total Water Requirement (KLD) Residents Commercial Staff Service Staff Visitors Sub Total (A) B. Fire Fighting 326 Sub Total (A+B) C. Horticulture and Landscape development m 2 1 l/sqm D. Recreational Purposes and Road washing 1795 Grand Total (A+B+C) = KLD Indore Development Authority 124

7 Table 4: Wastewater Calculations Domestic Water Requirement KLD Residential(7700 KLD) Fresh (70% of domestic) 5390 KLD Flushing (30% of domestic) 2310 KLD Commercial (staffs + visitors) (2594 KLD) Fresh (30% of domestic) 778 Flushing (70% of domestic) 1816 Wastewater Generated (80% fresh + 100% flushing) =9060 KLD The water balance diagram is shown below in Figure 3: Indore Development Authority 125

8 FRESH WATER ( % WASTEWATER GENERATED (9060 KLD) STP CAPACITY KLD FLUSHING ( % 4126 KLD HORTICULTURE (263 KLD) % 8720 KLD Waste water waterwaterwaterw Recycled Water RECREATIONAL PURPOSES & ROAD WASHING (1795 KLD) 1795 KLD DISCHARGE TO SEWER (2210 KLD) 2210 KLD FIREFIGHTING (326 KLD) 326 KLD Figure 3: Water Balance Diagram Wastewater Generation & Treatment It is expected that the project will generate approx 9060 KLD of wastewater. The wastewater will be treated in the STP provided within the project generating 8720 KLD of recoverable water from STP which will be recycled within the project and some surplus water will be discharged to sewer. SEWAGE TREATMENT TECHNOLOGY Process Description of SBR STP 1. Estimated Characteristics of Raw & Treated Sewage: Indore Development Authority 126

9 Parameter Raw Sewage (Influent) Treated Sewage (After Secondary Treatment) Treated Sewage (After Tertiary Treatment) ph BOD3 at 27 C (mg/l) <15 <5 COD (mg/l) <100 <30 TSS (mg/l) <20 <10 Nitrogen (mg/l) <10 <5 Phosphorus (mg/l) up to 10 <5 <5 Oil & grease (mg/l) up to 100 <5 <2 2. Treatment Units The STP includes the following unit operations: Primary treatment : Bar Screen, Grit Removal, Scum Removal and Equalization tank Secondary treatment: Batch Reactors (SBR) with Floating Decanters Tertiary treatment : Ozonation, Multigrade Filter, Activated Carbon Filter Sludge conditioning : Aerobic Digester, Sludge Thickener / Centrifuge 3. Process Flow Diagram 4. Process Description The treatment process includes: Screening of influent through trash rack and fine screen Lifting of sewage and grit and scum removal Anaerobic equalization tank Aerobic biological treatment in 4 nos. of batch reactors (SBRs) Ozonation for odour control Filtration through multi-grade filter (MGF) and polishing in activated carbon filter (ACF) Sludge dewatering by centrifuge and sludge disposal Indore Development Authority 127

10 Figure 4: Schematic Diagram of STP Technology Sequential Batch Reactor (SBR) is simple yet a controlled process with good degree of automation to perform the functions in batches. The SBR has four major steps, as discussed below, completed in about 4 hours per batch: Fill : 0.5 hours React/Aerate : 2.5 hours Settle : 0.5 hours Decant : 0.5 hours Total time for a single batch is 4 hours. Indore Development Authority 128

11 Equipments could be added later on for capacity expansion along with one additional reactor tanks. batch In order to conserve water, the STP has been designed to ensure that the treated effluent quality is well within the permissible limits, even under the varying flow conditions which are typical for such systems. The main components of the process adopted for the STP include the following: Primary treatment: Sewage from various buildings flows into the intake chamber of the STP by gravity for treatment. The pipe line size selected is adequate to meet the requirement. In this chamber Bioculture, if required, can be added to control odor (as the whole plant is being installed in the basement). The raw sewage then passes through a motorized valve (to regulate the flow) to trash rack, where large size undesirable material is trapped. The motorized valve is interlinked with the level sensor of lifting sump for maintaining uniform/proper conditions. The trash rack retains material larger than 50 mm size, which is lifted to a trolley by an automatic mechanism with vertical hoist. After removal of large particles from trash rack, the sewage passes through fine mechanical screen to retain particles below 50 mm but larger than 2-3 mm. The mechanical screen is equipped with an arrangement to scrap the particles mechanically and transport the same for disposal in to the hoist bucket. Operation of screen and the operation of motorized valve of intake line are interlinked to maintain proper water level in the intake chamber and prevent flooding in the screening section. The screen operates in a way so as to ensure that it is free from surface clogging. After removal of trash and fine screening, sewage flows to lifting sump. The lifting sump is designed with the proper retention time to avoid settling. From the lifting sump, sewage is pumped to the receiving tank of the grit chamber. These pumps are special pumps having cutter attachment to prevent any choking problem/flow reduction. Indore Development Authority 129

12 The grit chamber is designed to reduce the sewage velocity and give adequate retention time for the grit and silt to settle down. In order to avoid turbulence, the sewage overflows from receiving tank to the grit chamber, maintaining a linear flow and hence allowing the grit particles to settle down in the grit chamber. The grit chamber has a screw mechanism starting from the bottom for removal of grit periodically. The separated grit is lifted by a hoist and loaded in a trolley. From the grit separators, sewage overflows to scum trap which takes care of scum, oil and grease. The scum trap is designed with proper retention time. The separated scum and grease/oil is collected in a drum for disposal by a suitable method. The sewage relatively free from trash, grit, scum and oil and grease is collected in anaerobic equalization tank. Bioculture is added, if required, in the intake chamber (discussed above) which reduces/ controls the odor. The rate of Bioculture addition governs the extent of biodegradation and odor control. This anaerobic equalization is designed on 8 hours retention time basis. Submersible mixers have been provided in this tank to prevent settling of any suspended particles. Air dispersion grid have also been provided in equalization tank for mixing of sewage with air. Secondary treatment: The sewage from the anaerobic equalization tank is lifted by dry pit pumps to the Sequential Batch Reactors (SBRs). These pumps have enough capacity to pump the entire batch of 450 kl in half an hour, as per the time cycle. The SBR system has four numbers of reactors, each designed with time cycle to handle over 5 batches per day. The time cycle is: filling 0.5 hours, settling 0.5 hours, reaction time 2.5 hours and decanting time 0.5 hours. Aeration in SBR tank is done by diffused aeration system with the help of air blower and diffusers. For better monitoring of process parameters, one DO sensor is mounted in each tank. Indore Development Authority 130

13 After filling the SBR tank with sewage, blower starts and once bio degradation has taken place, blower is shut off for some time to allow settling of the sludge. After settling, the sludge decanting process is started. Decanter is well designed to decant one batch in 0.5 hours. Floating type decanter is designed to obtain the desired efficiency. Decanter is designed for half hour decanting time and to take care of sufficient lifting up of mix liquor, when aeration is going on. Aeration system and decanting system are automated for smooth operation. Level sensor is mounted in SBR tank to prevent overloading and under loading. Tertiary treatment: Decanted treated effluent is stored in intermediate storage tank for uniform feeding in filters. Six numbers of working filters is selected, each with a flow rate of 80 m 3 /h for uniform operation during a day. Decanted treated effluent is first fed into multigrade filter (MGF) for removing any suspended particles, followed by activated carbon filter (ACF) for color and odor removal. Filtered water is recycled for horticulture. Filtered water is passed through softener (located in the premises of end user) for reduction of hardness. Ozonation is done for disinfection of decanted water after SBR and additional reduction of BOD and COD. Ozonation is done online in filtered water. After passing through softener, water is ready for cooling tower makeup but some residual chlorine is maintained to prevent bio-fouling in cooling tower. For this purpose, some chlorine is dosed in soft water tank (located in the premises of end user). Sludge handling: Total sludge generated from plant is dewatered by Centrifuge. Liquid form centrifuge is recycled to the equalization tank and the solid sludge cakes is used as manure in horticulture. Sludge wasted from batch reactor can be directly fed into centrifuge or stored in sludge thickener. Indore Development Authority 131

14 5. Automation SBR process is a fully automatic process; to avoid manual mistakes, certain level sensors are used to sense the level and release some feed back to controller. Motorized sluice knife valve is used for inlet isolation in case of any miss happening in plant, or in case of overloading of lifting sump or equalization tank. Level sensors mounted in lifting sump and equalization tank give feedback to controller, and controller gives some command to the motorized valve for opening or closing of valve. Mechanical screen with auto operation is installed for smooth operation. Also, operation of screen is interlinked with motorized valve. If motorized valve is fully closed then operation of screen should stop. Trash lifting assembly is installed for automatic lifting of the trash collected in trash rack, to the hoist bucket. Vertical hoist with load cell arrangement is installed for lifting of grit, and particles collected in trash rack and screen. Grit and scum removal from grit chamber and scum trap is automatic, having mechanical systems interlinked with operation of lifting sump pumps. Submersible mixers in anaerobic equalization tank is provided for homogeneity of sewage water in the tank. The operation of mixers is either continuous or periodic depending on the requirement. Operation of mixers is interlinked with timer (if operation is periodic) and level sensor of equalization tank. Biological treatment process is controlled by level and time process along with DO and sludge blanket motoring. Filling and decanting of batch is level controlled and operation of batch is time controlled. All the phases of batch process is in auto mode but sludge disposal is in manual mode. Filtration and ozonation is done in auto mode. RAIN WATER HARVESTING Indore Development Authority 132

15 The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from various plots/shall be connected to adjacent drain by a pipe through catch basins. Therefore, it has been calculated to provide 85 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area. 1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes. 2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. 3) For basement, the rainwater from ramps will be collected in the basement storm water storage tank. This water will be pumped out to the nearest external storm water drain. 4) Average rainfall of mm/hr shall be considered for designing the storm water drainage system. Rain water harvesting has been catered to and designed as per the guideline of CGWA. The recharge pit of adequate radius and depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed having adequate diameter and depth. The ground water level in the area is 10 to 20 meters bgl. The bottom of the recharge structure will be kept 5 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows: Catchments/roofs would be accessible for regular cleaning. The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off. Indore Development Authority 133

16 All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first minutes of rainfall is flushed off. No sewage or wastewater would be admitted into the system. No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system. Table: Calculations for storm water load ITEM Area (m 2 ) Coefficient of Runoff in standard Peak hourly rainfall (0.05 m/hr) Run off load (m 3 /hr) Total Area Area land transferred to Govt a) Infosys 96, b) TCS Other (Exempted + Forest + Aabadi) a)exempted Area b)area under Aabadi 127, c)area under Sector A d)area under Railway station 6, SUB TOTAL (1+2) NET AVAILABLE AREA= [Total Area SUB Total (1+2)] Indore Development Authority 134

17 NET PLANNING AREA OF Scheme 151(Sec B, C and D) Super Corridor Total Runoff Load = m 3 /hr Taking 15 minutes Retention Time, Total volume of storm water = /4 = m 3 Taking the effective radius and depth of a Recharge pit 4 m and 6 m respectively, Volume of a single Recharge pit = π r 2 h = = m 3 Hence No. of pits required = / = Pits. Total of 85 Rain Water Harvesting pits are being proposed for artificial rain water recharge within the project premises. Indore Development Authority 135

18 Figure 5: Typical Rain Water Harvesting Pit Design VEHICLE PARKING FACILITIES As this is the plotted project Scheme 151(Sec B, C and D) Super Corridor developed by Indore Development Authority, the respective plots (Commercial/Residential) will be built up by the respective owner/developer of the plot. Therefore, the development of each of these plots by individual will be undertaken as per the state bye laws, under the supervision of experts. Adequate provision will be made for car/vehicle parking at each proposed project plot. There shall also be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth movement along the corridor & in the nearby areas. Indore Development Authority 136

19 POWER REQUIREMENT As per the load forecast for Scheme 151(Sec B, C and D) Super Corridor, the connected load is expected as KW approximately. The predicted demand is KVA approximately. For feeding this load at least one 220/132 KV EHV substation is required. Even if one 220/132KV substation has installed capacity of above KVA, another EHV substation is recommended to be installed near east end of Scheme 151(Sec B, C and D) Super Corridor. The reason for two EHV substations is as follows: Alternate source is necessary for redundancy. This will facilitate feeding from two ends resulting in reduction in feeder lengths. Due to reduction in feeder length losses will be less. There will be less number of loads on each feeder. Hence system will be more reliable. As per discussion with the authorities of power distribution company (MPPKVV Co. Ltd.) and transmission company (MPPTRANS Co. Ltd.), one 2x160MVA, 220/132/33KV EHV substation will be established by MPPTRANS Co. Ltd. at Village Chota Bangarda near west end of Scheme 151(Sec B, C and D) Super Corridor. For this land will be provided by Indore Development Authority (IDA). Second EHV substation, 2x63MVA, 132/33KV will be established by IDA in scheme no The 33KV out going feeders through underground cables will be used to evacuate power from the EHV substations. The 33KV power distribution will be in ring main system. The maximum length of each ring feeder will be about six to seven kilometer. Enclosed metal clad VCB type of Ring Main Units (RMUs) will be installed to tap power for each plot. For the areas where plot sizes are small 33/11KV substations will be established. In 11 KV distribution system also underground cabling will be done with Ring Main system. In 11 KV system the maximum ring main feeder length will be two to three Km. For distribution of power to end users and for street lighting/ public area lighting 11/0.4 KV distribution substations will be established in the premises of plots or at ends of open areas (for street/public area lighting). Radial underground Low Tension (LT) feeders will be used to Indore Development Authority 137

20 supply power to end users through system of LT Feeder Pillars. The maximum length of LT feeders will not exceed 0.3 to 0.4 Km. The length of service line cables will be restricted to mtrs. Details of D.G Sets 1. The DG sets will be installed by the individuals purchasing the plot (Residential /Commercial) from Indore Development Authority. The back up DG sets in these individual plots will be installed as per their work requirements & electricity load requirement. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. 2. For public lighting, 30 percent street lights on major junctions will be will provided solar power back up, as proposed. SOLID WASTE GENERATION Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be followed for the management solid waste: Construction yards are proposed for storage of construction materials. The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the project. Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside agency for construction of roads etc. Indore Development Authority 138

21 Solid Waste Constructio n Waste Construction waste, Broken Bricks, Waste Plaster Empty Cement Bags Excavated Soil Used in re-filling, raising site level Sold to agency for recycling Top soil conserved for landscaping, balance used in re-filling Figure 6: Solid Waste Management Scheme (Construction Phase) During the operation phase, waste will comprise domestic as well as agricultural waste. The total solid waste generated from the project shall be mainly domestic waste and estimated quantity of the waste shall be approx kg per day (@ 0.5 kg per capita per day for resident population, 0.25 kg per capita per day for the service employment and landscape 15 kg/acre/day). Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, Item Population Commercial Kg/capita/day Total Solidwaste generated Residential 0.5 kg/day Staff 0.25 kg/day Indore Development Authority 139

22 Service staff 0.25 kg/day Visitors 0.15 kg/day Public Facilities 0.15 kg/day 30 Other 0.25 kg/day 5 Facilities(PETROL PUMP, 20 Etc) Landscape waste 0.25 kg/acre/day 13 STP Sludge Total Solid waste generated kg/day say kg/day Table 6: Calculation of Solid Waste Generation (Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000)) Collection and Segregation of waste 1. A door to door collection system will be provided for collection of domestic waste in colored bins from household units. 2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste. 3. For commercial waste collection, adequate number of colored bins (Green and Blue & dark grey bins separate for Bio-degradable and Non Bio-degradable) are proposed to be provided at the strategic locations of the commercial area. 4. Litter bin will also be provided in open areas like parks etc. Treatment of waste Bio-Degradable wastes 1. Bio-degradable waste will be 2. subjected to vermicomposting and the compost will be used as manure. 3. STP sludge is proposed to be used for horticultural purposes as manure. 4. Horticultural Waste is proposed to be composted and will be used for gardening purposes. Recyclable wastes Indore Development Authority 140

23 i. Grass Recycling The cropped grass will be spread on the green area. It will act as ii. manure after decomposition. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables. Disposal Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, A Solid waste management Scheme is depicted in the following figure for the Scheme 151(Sec B, C and D) Super Corridor project. Figure 7: Solid Waste Management Scheme (Operation Phase) GREEN AREA Indore Development Authority 141

24 Total green area measures m 2 i.e % of the total area which will be area under tree plantation within the residential & Commercial plots and along the roads, lanes & streets. Evergreen tall and ornamental trees Polyalthia longifolia, Ficus infectoria and ornamental shrubs like Hibiscus, Gardenia florida, Plumeria rubra have been proposed to be planted inside the premises. Parks will also be developed by the management. The organized green area has been proposed in several pattern for school, Education Institutions, Office complex. SR. NO. BOTANICAL NAME LOCAL NAME Plant Species for Roadside 1. Toona ciliata Tun 2. Ficus infectoria Pilkhan 3. Alstonia scholaris Chhataun 4. Saraca asoka sita 5. Grevillea robusta Silver oak 6. Swietenia mahogany Mahagony Plants for Residential areas 1. Tabernaemontana coronaria Chandani 2. Cestrum nocturnum Rat Ki Rani 3. Gardenia florida Gandhraj 4. Murraya Kashipatta 5. Cassia fistula Amaltas Plants for Lawn & Gardens 1. Ficus Glomerata Gular 2. Terminalia bellirica Bahera 3. Polyalthia longifolia Ashoka 4. Jacaranda mimosaefolia Jacaranda Shrubs 1. Plumeria rubra Red plumeria 2. Hibiscus Gurhal 3. Gardenia florida Gandhraj Indore Development Authority 142

25 DETAILS OF CONSTRUCTION MATERIALS List of building materials being used at site: 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Reinforcement steel 7. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. Crazy (white marble) in grey cement 11. P.V.C. conduit 12. MDS, MCBs 13. PVC overhead water tanks /2' thick red colour paver tiles 15. PPR (ISI marked) 16. PVC waste water lines 17. S.W. sewer line up to main sewer 18. PVC rain water down take 19. Stainless steel sink in kitchen 20. Joinery hardware- ISI marked MATERIALS USED FOR CONSTRUCTION & THEIR U-VALUES Type of Construction U values (in W/m 2 deg C) WALLS Indore Development Authority 143

26 Brick: Plaster both sides -114 mm 3.24 Solid, Unplastered-228 mm 2.67 Plastered both sides-228 mm 2.44 Concrete, ordinary, Dense: -152 mm Concrete block, cavity, 250 mm ( ), outside rendered, inside plastered: Aerated concrete blocks 1.19 Hollow Concrete block, 228 mm, single skin, outside rendered, inside plastered: Aerated concrete blocks 1.70 Roofs pitched: Tiles or Slates on boarding and felt with plaster ceiling 1.70 Roofs Flat: Reinforced concrete slab, 100 mm, screed mm, 3 layers bituminous felt Floors: 3.35 Concrete on ground or hardcore fill Grano, Terrazzo or tile finish Wood block finish 0.85 WINDOWS: Exposure South, Sheltered: Single glazing 3.97 Double glazing 6 mm space 2.67 LIST OF MACHINERY USED DURING CONSTRUCTION (i) Dumper (ii) Concrete mixer with hopper (iii) Excavator Indore Development Authority 144

27 (iv) Concrete Batching Plant (v) Cranes (vi) Road roller (vii) Bulldozer (viii) RMC Plant (ix) Tower Cranes (x) Hoist (xi) Labor Lifts (xii) Pile Boring Machines (xiii) Concrete pressure pumps (xiv) Mobile transit mixer Indore Development Authority 145