conceptual plan 1 PVT LTD EXPANSION OF PROPOSED GROUP HOUSING COLONY AREA MEASURING 34.175 ACRES IN...

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EXPANSION OF PROPOSED GROUP HOUSING COLONY AREA

MEASURING 34.175 ACRES IN SECTOR 59, GURGAON MANESAR

URBAN COMPLEX , GURGAON HARYANA Conceptual Plan

ITHC/PRJ/17-18/EIA/90 36 IND TECH HOUSE CONSULT

1.0 INTRODUCTION

The total zoned area of the plot is 34.175 acres. The plot consists of three pockets, pocket 1 having an area of 17.55 acres (License no. 16 of 2008), pocket 2 having an area of 11.90 acres (License no. 28 of 2008) and pocket 3 having an area of 4.725 acres (License no. 44 of 2011).

Fig 1: Master Plan Gurugram 2031

Gurugram district has witnessed rapid urban development with substantial industrial growth, housing colonies and a plethora of multinational organizations that have set up base here. The development of industries and establishment of MNCs has contributed a significant increase in population in Gurugram and its nearby areas like Sohna, Daruhera, Manesar also. In order to meet the emerging demand and to provide quality housing, the group housing project is proposed at, Sector 59, Gurugram, Haryana

2.0 PROJECT DETAILS

The proposed project is planned on a total Plot area of 36085.76 sq m to be constructed in Sector 59, Gurugram, Haryana. The total built up area will be 170086.037 sqm. The design approach shall be sensitive to environmental issues. The main thrust shall be laid on energy conservation, safety and ease of maintenance and current technological development. The Design Philosophy is to ensure fulfillment of all functional requirements in accordance with Design Guidelines, Relevant Standards and Codes as well as local Bye laws.

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The following design standards/guidelines with latest amendments shall be followed during detailed design of services. In case of any discrepancy, the stringent shall be followed: � National Building Code of India – 2016. � Relevant Codes of National Fire Codes 2008. � Relevant Codes of Bureau of Indian Standards � Energy Conservation Building Codes 2009 � Indian Electricity Rules 1956 � Environmental Guidelines. � State Byelaws. � IEC 60726/ IS: 2026 (Part 1, II and IV)/ IS 11171(Part III): Transformers (Cast

Resin) � IEC 60831/ IS 13340 & IS 13341: Capacitors � IEC 60947/ IS 13947: Specification for low voltage switch gear & control gear � BS 6651/ IS 2309: Lightning protection system � BS 7430, IS 3043: Earthing& bonding � BS 7671 requirements for electrical installation � NEC – NFPA 70, National Electric Code.

The project area statement and its components are as per the table 1 details given below:

Pocket 1 Pocket

2

Pocket

3

Total

Plot Area

(Acres)

17.55

Acres

11.90

A

4.725 34.175

Proposed

development

8.9

Built Up

Area(sq

m)

140694.11 Proposed

Development

170086.37

310780.48

Table1.Area Statement for Proposed Group Housing Project

SN Description Quantity Unit

GENERAL 1 Plot Area 36085.76 SQM

2 Proposed Built Up Area 170086.04 SQM

3 Number of Building Blocks 11 (9+2) NOS

4 Max Height of Building (Upto Terrace) 119.55 M

5 Max No of Floors 2B+ST+33 NOS

6 Cost of Project 362 CR

7 Expected Population (Res 3088 + 666 Floating) 3754 PERSONS

8 Permissible Ground Coverage Area (35%) 12630 SQM

9 Proposed Ground Coverage Area 8761.054 SQM

10 Permissible FAR Area 101563 SQM

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11 Proposed FAR Area 96905.723 SQM

12 Non FAR, & Other areas 73094.92 SQM

13 Proposed Built Up Area 170086.04 SQM

WATER 14 Total Water Requirement 494.65 KLD

15 Fresh water requirement 288.55 KLD

16 Waste water Generation 206.10 KLD

17 Proposed STP Capacity 450 KLD

18 Treated Water Available for Reuse 299.40 KLD

19 Surplus Treated Water 93.30 KLD

RAIN WATER HARVESTING 20 Rain Water Harvesting Potential 10994.62 CUM

21 No of RWH of Pits Proposed 8 NOs

PARKING 22 Total Parking Required as / Building Bye Laws 834 ECS

23 Proposed Total Parking 1269 ECS

24 Proposed Parking on Surface 72 ECS

25 Proposed Parking in Basement 1197 ECS

GREEN AREAS 26 Required Green Area (15%) 5413 SQM

27 Proposed Green Area (21.05% of Plot Area) 7596.2 SQM

WASTE GENERATION 28 Municipal Solid Waste Generation 1.60 TPD

29 Quantity of E-Waste Generation- Kg/Day 11 KG/DAY

30 Quantity of Hazardous waste Generation 6.2 LTS/DAY

31 Quantity of Sludge Generated from STP 189.5 KG/DAY

POWER 32 Total Power Requirement 4167 KW

33 DG set backup 6500 KVA

3.0 CONNECTIVITY

The sector roads are well connected to the major roads The site is connected with network of roads and is situated at the distance of 7.84 km NW from NH-8, 8.39 km NW from NH 236, 5.67 km W from SH 13 and 1.22 km NW from Golf Course Extn Rd.. Almost all the surrounding areas and nearby villages are well connected through road network.

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Fig 1: Project site Location

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Fig 3: 500 m radius map

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Fig 4: 10 km radius map

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4.0 PROJECT SURROUNDINGS The group housing project site is located at Village Behrampur, Sector-59, Gurgaon in the state of Haryana. Project site is at 28024’30.38” N to 77006’21.09” E. (Source: Survey of India). The details of site surroundings are given below in Table- 2.

Table-2: Site and Surrounding of the project Site

S. No. Particulars Details

1. Nearest National Highway NH-8: 7.84 km NW, SH-13: 5.67 km W, NH- 236: 8.39 km NW

2. Nearest Railway Station Gurgaon Railway Station, 12.56 km, NW

3. Nearest Airport Indira Gandhi International Airport: 16.25 KM, N

4. Nearest Town/ City Gurgaon city

5. River Body Nil

6. Hills/ Valleys Nil

7. Site Topography Plain

8. Archaeologically Important Site

Nil

9. National Parks/ Wildlife Sanctuaries

No National Parks/ Wildlife Sanctuaries falls within 15 km from the project site

10 State Boundary Delhi-Haryana border is at 4.25 km, E from the project site.

12. Seismicity The study area falls under Seismic Zone-IV

500 m and 10 km radius surroundings of the project site are given above in Fig 3 and Fig 4 respectively:

5.0 OCCUPANCY DETAILS

The residential population of the project will be 3088 persons, the floating population assumed to be 666 persons. So, the total population for the project is 3754 persons. The detailed population breakup is given below in the following Table -3.

6.0 WATER DEMAND

6.1 Water supply & source The water supply for the project during operation phase will be sourced from HUDA. The total water requirement based on the population will be 495 KLD. The daily water requirement calculation for group housing and waste water generation and reuse details are provided in table 4 and the water balance Diagram is given below in Figure-5.

Table 4: Calculations for Daily Water Demand for Group Housing

WATER REQUIREMENT

POPULATION/

AREA/UNIT RATE IN

LTS

TOTAL QTY IN

KL

RESIDENTIAL

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DOMESTIC 3088 90 277.92

FLUSHING 3088 45 138.96

NON RESIDENTIAL (Working)

DOMESTIC 130 15 1.94

FLUSHING 130 30 3.89

VISITORS

DOMESTIC 537 5 2.68

FLUSHING 537 10 5.37

TOTAL POPULATION 3754

AREA in sqm

GARDENING 7596.2 3 22.79

KVA

D G COOLING 6500 0.9 35.1

SWIMMING POOL 1 LS 6

TOTAL WATER REQUIREMENT 494.65

TOTAL TREATED WATER REQUIREMENT

206.10

TOTAL FRESH WATER 288.55

CAPACITY OF STP

WATER FLOW TO STP (DOMESTIC) 80%

226.04

WATER FLOW TO STP (FLUSHING) 100%

148.21

TOTAL WASTE WATER GENERATION

374.25

REQUIRED CAPACITY OF STP - 120%

449

SAY 450

AVAILABLE TREATED WATER (80%) 299.40

REUSE OF TREATED WATER 206.10

SURPLUS TREATED WATER 93.30

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Fig 5: Water Balance Diagram for Group Housing

7.0 SOLID WASTE GENERATION, COLLECTION, TRANSPORT AND DISPOSAL 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 to be followed for the management construction waste:

• Construction yards are used 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 Commercial 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.

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URBAN COMPLEX , GURGAON HARYANA

ITHC/PRJ/17-18/EIA/90

Figure 6: Solid Waste Management Scheme (Construction Phase) Following the guidelines of Central Public Health and Environmental Engineering Organization (CPHEEO) kg/day (@ 0.50 kg per capiwastes generated has be

Table 5: Quantity

Total Waste Generation

Organic Waste Generation

E- Waste Generation

Sludge Generation

Hazardous Waste Generation (DG Waste Oil)

NB: The solid waste generbasis Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rul

� Collection and Segregation of waste1. 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-Degr3. For adequate number of colored bins (Green and Blue & dark grey bins

separate for Bio-degradable and Non Biostrategic locations of the commercial area.

4. Litter bin will also be provided in open areas 8.0 POWER REQUIREMENT DETAILS

The power supply shall be supplied by (DHBVNL) the connected load for the



URBAN COMPLEX , GURGAON HARYANA

45 IND TECH HOUSE CONSULT

Solid Waste Management Scheme (Construction Phase)

Following the guidelines of Central Public Health and Environmental Engineering Organization (CPHEEO) manual quantity of solid waste generated will be

kg per capita per day for residents. Green area andgenerated has been considered @ 15 kg/acre/day).

: Quantity of Waste Generation for Group Housing

WASTE GENERATION Total Waste Generation 1.60 TPD

Organic Waste Generation 0.64 TPD

Waste Generation 11.0 KG/Day

Sludge Generation 190 KG/Day

Waste Generation (DG Waste Oil)

6.2 Lts/ Day

The solid waste generation has been calculated @ 0.5kg per capita per day

Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2016.

Collection and Segregation of waste A door to door collection system will be provided for collection of domestic waste in colored bins from household units. The local vendors will be hired to provide separate colored bins for dry

Degradable waste. dequate number of colored bins (Green and Blue & dark grey bins

degradable and Non Bio-degradable) are to be provided at the strategic locations of the commercial area. Litter bin will also be provided in open areas like parks etc.

OWER REQUIREMENT DETAILS

The power supply shall be supplied by Dakshin Haryana Bijli Vitran Nigam Limited connected load for the project will be approx. 4167 KW.


MEASURING 34.175 ACRES IN SECTOR 59, GURGAON MANESAR Conceptual Plan

IND TECH HOUSE CONSULT

Solid Waste Management Scheme (Construction Phase)

Following the guidelines of Central Public Health and Environmental Engineering quantity of solid waste generated will be 1720

area and landscape

per capita per day

Following arrangements will be made at the site in accordance to Municipal Solid

A door to door collection system will be provided for collection of domestic waste

The local vendors will be hired to provide separate colored bins for dry

dequate number of colored bins (Green and Blue & dark grey bins– degradable) are to be provided at the

Vitran Nigam Limited

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Table: 6 Power Demand

ELECTRICAL LOAD & DG BACK UP`

ELECTRICAL - DEMAND LOAD 4167 KW

POWER BACK UP - DG SETS 6500 KVA

NO OF DG SETS (2X2000+2X1250)

DG STACK HEIGHT (6M above Tallest Tower) As/CPCB Norms

8.1 Backup Power Details

There is provision of DG sets of 6500 KVA (2X2000+2X1250) for power back up in the Group Housing Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion. Energy Conservation Measures: The energy conservation measures shall be adopted to minimize the demand on non- renewable resources and maximize the utilization efficiency of these resources. The benefits of Energy Conservation measures are as follows:

• Reduced Energy Consumption without sacrificing comfort levels.

• Reduced destruction of natural resources.

• Reduced air pollution

• Reduced Pollution Loads.

• Increased user productivity.

Following Energy Conservation Measures will be adopted: a) LED’s with high frequency ballast shall be used.

b) All fluorescent light fixtures are specified to incorporate electronic chokes which

have less watt- loss compared to electro-magnetic chokes and result in superior operating power factor. This indirectly saves energy. Electronic chokes also improves life of the fluorescent lamps.

c) Energy efficient LED Lamps which gives approx. 30% more light output for the same watts consumed and therefore require less no. of fixtures and corresponding lower point wiring costs.

d) All cables shall be derated to avoid heating during use. This also indirectly reduces losses and improves reliability.

e) Power factor shall be maintained 0.95 or higher. This will reduce electrical power distribution losses in the installation.

9.0 CONSTRUCTION OF STORM WATER DRAINS

A network of storm water drain will be all along the direction along the main roads and cross roads of suitable area size (minimum size would be 0.5m X 0.3m X 0.3m). All storm water drains will be covered with RC slabs so as to prevent the entry of soil

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and dust. Strom water collected through storm water drains will be discharged into Municipal Storm Water Drains. Storm water drains will be constructed on both edges of roads.

10.0 RAIN WATER HARVESTING SYSTEM 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. Rain water will be harvested and the potential for rain water harvesting projected is given as per the table 7. Eight (8) rainwater harvesting pits at selected locations which will harvest the maximum run-off from the area. Rain water harvesting has been catered to and designed as per the guideline of CGWA. The bottom of the recharge structure will be kept 5 m above water level. At the bottom of the shaft a filter media is provided to avoid choking of the recharge well. 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.

Table 7: Calculations for storm water Harvesting Potential

RAIN WATER HARVESTING

PARTICULARS OTHER OPEN AREAS

ROAD/PAVEMENT/PARKING AREAS

GREEN AREA

ROOF TOP

AREA

Area (Sq.m.) 11092.7 8624.00 7596.24 8772.9

Runoff coefficient 0.3 0.75 0.2 0.9

Rainfall (m) 0.7154 0.7154 0.7154 0.7154 Harvesting potential (cu.m.) 2380.71 4627.21 1086.87 5648.50 Net water availability and potential for recharge (cu.m.) per year (considering 20% losses)

10994.6

Rain Water Harvesting Pit Design Particulars Values Unit

Peak hourly rate taken @ 45 mm/hr for one hour duration 864.48 CUM

Peak hourly rate taken @ 45 mm/hr for 20 min duration 216.12 CUM

Volume of recharge pit 28.5 CUM

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No. of recharge pit required 7.58 Nos

Proposed No of recharge pits 8 Nos

Total of 08 Rain Water Harvesting pits are to be proposed for artificial rain water recharge within the project premises.

Figure-8: A typical recharge pit

11.0 LANDSCAPE & SHELTERBELT DEVELOPMENT

Total green area proposed 7596.2 sqm i.e. 21.05 % of the total plot area will be under tree plantation within the plots, commercial area and along the roads. There are several trees which will be planted along the sides of the Project boundary. Trees that are to be planted in the project premises are given below in below:

The list of evergreen, shady, ornamental and flowering Trees for green belt development

List of Trees

S.No. Botanical Name Common Name Type 1 Acacia auriculiformis Dalmoth Evergreen/Flowering

2 Alstoniascholaris Scholar Tree Evergreen

3 Anthocephalauscadamba Kadamb Deciduous/ Flowering 4 Azadirachtaindica Neem Deciduous

5 Bassialatifolia Mahua Deciduous/ Flowering

6 Bauhinia variegated Kachnar Deciduous/ Flowering

7 Bauhniapurpurea Orchid Tree Deciduous/ Flowering

8 Bombaxmalabaricum Semul Deciduous/ Flowering

9 Caryotaurens Fish Tail Palm Evergreen

10 Callistemon lanceolatus Bottle brush Evergreen/ Flowering 11 Cassia fistula Amaltas Deciduous/ Flowering

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12 Casurinaequisetifolia Evergreen 13 Chorisiaspeciosa Deciduous/ Flowering

14 Dalbergiasissoo Shisham Deciduous 15 Delonixregia Gulmohar Deciduous/ Flowering

16 Erythrinaindica Deciduous/ Flowering

17 Ficusbenjamina Weeping fig Evergreen 18 Ficusinfectoria Pilkhan, White Fig Evergreen

19 Gravelliarobusta silver oak Evergreen 20 Jacaranda mimosifolia NeeliGulmohar Deciduous/ Flowering

21 Neodypsisdecaryi Triangle Palm Evergreen

22 Peltophorumferrugineum Copper Pod Deciduous/ Flowering

23 Pheonixdactylifera Date Palm Evergreen

24 Polyalthialongifolia Ashok Evergreen 25 Roystonearegia Royal Palm Evergreen

26 Schleicheratrijuga Kusum Deciduous/ Flowering 27 Sterculiaalata Buddha Coconut Deciduous/ Flowering

28 Tamirindusindica Imly Deciduous

29 Terminaliaarjuna Arjun Deciduous

List of Shrubs 1 Caesalpinnaepulcherrima Dwarf Gulmohur Evergreen/ Flowering 2 Cassia biflora Deciduous/ Flowering

3 Cassia angustifolia Deciduous/ Flowering

4 Cassia glauca Deciduous/ Flowering

5 Clerodendraoninerne Evergreen

6 Ficusdaniele Evergreen

7 Ficus panda Evergreen

8 Gardenia jasminoides Evergreen/ Flowering

9 Hamelia patens Evergreen/ Flowering

10 Hibiscus hirsute Deciduous/ Flowering

11 Lantana camaradepressa Evergreen/ Flowering

12 Lantana sellowiana Evergreen/ Flowering

13 Lagerstoremiaindica Deciduous/ Flowering

14 Murraya exotica Evergreen/ Flowering

15 Neriumindicum Evergreen/ Flowering

16 Nyctantes- arbor tritis Harsingar Deciduous/ Flowering

17 Plumeria alba Champa Evergreen/ Flowering

18 Tabernaemontanacoronaria Evergreen/ Flowering

19 Tecomariacapensis Evergreen/ Flowering

20 Tecomagaudichaudi Evergreen/ Flowering

21 Thevtianerifolia Evergreen/ Flowering

List of Climbers 1 Bougainvillea sp. Evergreen/ Flowering

2 Clerodendrumthompsonae Evergreen/ Flowering 3 Chlerodendrumsplendens Evergreen/ Flowering

4 Ficuspumila Indian ivy Evergreen

5 Pyrostgiavenustata Deciduous/ Flowering

6 Quisqualisindica Madhumalti Evergreen/ Flowering

List of Groundcovers 1 Asparagus sprengerii Evergreen

2 Chlorophytum Evergreen 3 Dianellatasmanica Evergreen

4 Iresineherbistii LalSaag Evergreen

5 OphiopogaonJaponicus Evergreen 6 Pedilanthustithymaloides Evergreen

7 Rhoeo discolor Evergreen 8 Setcreaseapurpurea Evergreen/ Flowering

9 Syngoniumpodophyllum Evergreen 10 Wedeliatilobata Evergreen/ Flowering

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12.0 PARKING FACILITIES

Adequate provision will be made for parking at the proposed group housing. There shall also be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth movement at the site.

12.1 Parking Details Table: 8

Total Parking Required as / Building Bye Laws 834 ECS

Proposed Total Parking 1269 ECS

Proposed Parking on Surface 72 ECS

Proposed Parking in Basement 1197 ECS

13.0 SEISMICITY

Based on the tectonic features and records of earthquake, a Seismic Zoning map has been developed for the country by Bureau of Indian Standard (BIS). The area under study falls in Seismic Zone-IV. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structures. Earthquake resistant construction material will be used.

14.0 EMERGENCY LIGHTING

The emergency lights operated on battery power should be provided at appropriate locations – such as corridors, common area, staircase, exit and entrance doors, parking, etc. The transformers will be kept energized and should feed independently alternate rows of lights so that in case of failure of one transformer, there will not be complete darkness.

15.0 FIRESAFETY

� Fire Fighting Designed: As per National Building Code 2005/guideline of Dist fire department.

� Fire Tender route with access to each block.

� Fire escape staircases as per NBC requirements.

� Fire Alarm system

� Sand buckets will be placed on each floor of convenient shopping.

16.0 ENVIRONMENTAL POLLUTION MITIGATION MEASURES

16.1 Air Pollution

Increased traffic generation due to project (no. of parking space proposed for the project is not going to cause significant increase in atmospheric concentration of gases and will not result in heat island formation as adequate landscaping has been provided.

Mitigation Measures for Air Pollution during Construction Stage

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Air quality around the project site will be impacted during construction stage. Various construction activities especially related to handling of loose material are likely to generate fugitive dust that will affect the air quality of the surrounding area of the project site. To minimize such impacts following measures has been proposed: � All the loose material either stacked or transported will be provided with suitable

covering such as tarpaulin, etc.

� Water sprinkling shall be done at the locations where dust generation is anticipated.

� To minimize the occupational health hazard, proper personal protective gears i.e. mask shall be provided to the workers who are engaged in dust generation activity.

Mitigation Measures for Air Pollution during Operational Stage Operation of DG Sets is the only source of air pollution during operational phase. Sufficient stack height will be provided for proper dispersion of pollutants. Also, it is proposed to minimize air pollution by providing plantation as buffer on the periphery of the project site and on the open spaces. An area of 7596.2 sqm i.e. 21.05% of the total area has been kept for plantation purposes.

16.2 Water Pollution

The source of water pollution during construction and operation phase is due to waste water generated from toilets and washing.

Mitigation Measures for Water Pollution during Operational Stage: Waste water generation and treatment and reuse are dealt in 6.1.

16.3 Noise Environment

It is envisaged that within the proposed project there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the sides of internal roads, on the open spaces inside and around the periphery of whole complex. Proper maintenance of the internal roads will also be carried out and Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities.

DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits. Mitigation Measures for Noise Pollution during Construction Stage During the construction stage, expected noise levels shall be in the range of 80-85 dB (A) which will decrease with increase in distance as per the Inverse Square Law. Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, ear muff / ear plug shall be given to the workers working around or operating plant and machinery emitting high noise levels. Use of such plant or machinery shall not be allowed during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact.

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Mitigation Measures for Noise Pollution during Operation Stage It is envisaged that there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the open spaces and around the periphery of whole complex. Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities

DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits.

17.0 CONSTRUCTION MATERIALS

The following construction materials are required for residential construction;

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Cement 5. Fly Ash 6. Reinforcement steel 7. Plywood & steel shuttering 8. Pipe scaffolding (cup lock system) 9. Bricks 10. Marble

11. P.V.C. conduit 12. MCBs/DBs 13. PVC overhead water tanks 14. Pavors 15. GI pipe 16. waste water lines 17. S.W. sewer line upto main sewer 18. PVC pipes 19. Glass 20. Joinery hardware

18.0 LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv) DG Sets (v) Cranes (vi) Road roller (vii) Bulldozer (viii) Tower Cranes (ix) Hoist (x) Labor Lifts (xi) Concrete pressure pumps (xii) Mobile transit mixer

19.0 COST OF THE PROJECT The coast of the project is 362 crores.

conceptual plan 1 PVT LTD EXPANSION OF PROPOSED GROUP HOUSING COLONY AREA MEASURING 34.175 ACRES IN...

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