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PROJECT REPORT

Project Report

Amendment in Environment Clearance for Group Housing Project “Sikka Kaamya

Greens” At Plot No-GH-02B, Sector-10, Greater Noida West, Gautam Budh Nagar, U.P.

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M/s Ecogreen Buildtech Pvt. Ltd.

TABLE OF CONTENTS

S. No. Topic Page Nos.

1.0 Introduction 1

1.1 Environmental Legal Framework 1

1.2 Location and Land Use of Project Site 2

1.3 Surroundings and Connectivity of Project Site 4

1.4 Project Cost 8

1.5 Area Statement 8

1.6 Estimated Population 9

1.7 Water Requirement 9

1.8 Sewage Generation & Treatment 10

1.9 Rain Water Harvesting System 13

1.10 Vehicle Parking System 14

1.11 Power Requirement 15

1.12 Solid Waste Generation and Management 15

1.13 Green Area 17

1.14 Construction Material 19

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PROJECT REPORT

1.0 Introduction

M/s Ecogreen Buildtech Pvt. Ltd. has planned a group housing project “Sikka Kaamya Greens”

at plot No. GH-02 B, Sector-10, Greater Noida, U.P. M/s Ecogreen Buildtech Pvt. Ltd. has

obtained the environmental clearance for development of group housing project from SEIAA,

U.P. vide letter no 1462/Parya/SEAC/2559/2015/DDY dated 3rd

December, 2015 and Consent to

Establish from UPPCB vide letter no. F88479 C-1/NOC-1147/2016/77 dated 5th

October, 2017.

Construction of the project has been initiated as per the EC accorded by SEIAA, U.P. Approx.

50% of construction works are completed at the site as per accorded EC. However there are

some minor changes proposed in project planning due to which minor changes in built-up area,

nos of dwelling units and ground coverage are envisaged. Minor change includes change in

design of one sub-tower and construction of this modified sub-tower is not initiated till date. Due

to this change there will increase of approx. 2985.4 sqm in the built-up area of the project.

Proposed project design incorporates all the environment management measures including

sewage management measures, utilities, waste management system and green belt and green

area.

M/s Ecogreen Buildtech Pvt. Ltd. now intends to obtain the amendment in the earlier EC letter

issued to incorporate the minor changes in the planning as per requirement of EIA Notification,

2006 as amended.

1.1 Environmental Legal Framework

Proposal is to obtain the amended environment clearance for the group housing project for which

environment clearance has already been obtained from SEIAA, U.P. in 2015 under EIA

Notification, 2006. Built-up area of the project after modification in planning will be 1,29,847.64

sq m thus the project thus the project falls under activity 8 (a) of schedule I of EIA Notification

and is categorized as Category B2. As per EIA Notification, 2006, this project should be

appraised at state level but due to absence of U.P. SEIAA presently, the project is being

submitted to MoEF&CC for consideration for grant of amendment in Environment Clearance

under EIA Notification, 2006. As per the EIA Notification, 2006, Ecogreen is regularly

submitting the six monthly compliance report of the conditions as given in EC letter awarded for

the project.

Other than EIA Notification, 2006, other Acts applicable to the project includes Air Act, 1981 &

Water Act, 1974. M/s Ecogreen Buildtech Pvt. Ltd. has obtained the Consent to establish for the

project prior initiating the construction activities. The acts & rules applicable to the project are

listed below

Environment protection Act, 1986

EIA Notification, 2006

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MSW Rules, 2016

Construction & Demolition Waste Management Rules, 2016

Plastic waste Management Rules, 2016

Hazardous & Other waste Management Rules, 2016

E-Waste Rules, 2011 as amended in 2016

Air Act, 1981

Water Act, 1974

Noise Rules, 2000

Water Cess Act, 1977

Fly-ash Notification, 2009 as amended

Building Bye Laws of Greater Noida

1.2 Location and Land use of Project Site

Project site is spread over an area of 22565.44 sq m (5.6 acres) and entire site is in possession of

M/s Ecogreen Buildtech Pvt. Ltd. Site is located at plot No. GH-02 B, Sector-10, Greater Noida,

U.P. Location map of the project site is given in Figure 1. Geographical coordinates of the

centre of site is 28°34'8.39"N & 77°28'42.65"E. Geographical coordinates of all four corners of

the site is given in Table 1 and Figure 2. Land use of the project site is residential as per the

Greater Noida Master Plan, 2021. Master plan of Greater Noida, depicting the project location is

given in Figure 3. As per the land-use, Ecogreen has planned residential colony at the project

site.

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Figure 1: Location Map of Project Site

Table 1: Geographical coordinates of Site

Point Latitude Longitude

A 28°34'9.24"N 77°28'38.91"E

B 28°34'11.93"N 77°28'43.24"E

C 28°34'7.92"N 77°28'46.55"E

D 28°34'5.46"N 77°28'42.30"E

Figure 2: Map of Geographical Coordinates of Site

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Figure 3: Master Plan of Greater Noida, 2021 Depicting Site

1.3 Surroundings and Connectivity of Project Site

Project site is located at plot No. GH-02 B, Sector-10, Greater Noida, U.P. Surroundings of the

project site is urban and is surrounded by residential colonies and villages majorly. Site abuts the

park & green belt in South direction and a park of app. 12.5 is planned to be developed by

GNIDA acres at 140 m from site in North direction. Details of surrounding features of the site

are given in Table 2.

Project site is well connected by roads. A 24 m wide sector road abuts the project site in East

boundary. This road connects the project site to Vaidpura Link Marg which is at app. 100 m

from site in South direction. Vaidpura Link Marg connects site to 130 m wide Greater Noida-

Noida link road which connects project site to other sectors of Greater Noida, Noida and Delhi.

Nearest highway to the site is NH-91 located at 4.3 km in East direction. A metro rail corridor of

30 km from Noida to Greater Noida is proposed and the nearest metro station to the site will be

Sector-71 Noida which is accessible to site vide 130 m Greater Noida-Noida link road. Nearest

railway station to the site is Dadri Railway station at app. 6.7 km from site in SE direction.

Ghaziabad Railway station is app. 10 km from the site in North direction. Nearest airport to the

site is Indira Gandhi International Airport which is at app. 36 km in west direction. Details of

connectivity to the site are given in Table 2. Connectivity map of the site is given in Figure 4.

Figure 3: Connectivity Map of Project Site

Table 2: Surroundings and Connectivity of the Project Site

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S. No. Category Description

1. Nearby Residential Areas Residential Colony “Ammatra Homes” abuts the site in

NW direction

Village Saini (600 m, SE)

Sector-16 (1.0 km, NE)

Village Khairpur Gurjar (830 m, NW)

Village Patwari (2.5 km, NW)

Village Milak Lachhi (2.0 km, N)

2. Nearest City Site is located within Greater Noida

Ghaziabad (8.5 km, N)

3. Nearest Industrial Area Surajpur Industrial Area (5-6 km, S & SSE)

Ecotech-III, Greater Noida (3 km, S)

4. Nearest School & College NM Public School (1.3 km, E)

GNIT (2.2 km, SW)

Gautam Buddh Balak Inter College (2.4 km, WSW)

Sarvottam Institute of Technology (3.65 km, NW)

Janta Inter College (5.0 km, N)

Sunshine Public School (6.2 km, SE)

Vienova International School (3.2 km, SE)

Agrasen Inter College (6.8 km, SE)

5. Nearest Hospital Government Ayurvedic Dispensary, Surajpur (6.5 km, S)

Bharti Eye Hospital (6.4 km, SE)

Mohan Swaroop Hospital (6 km, E)

6. Nearest River River Hindon (5.4 km, W)

7. Nearest Reserve Forest Khodankhurd RF (7.4 km, S)

Gulistapur RF (7.6 km, S)

8. Nearest Roads & Highway 24 m wide road abuts site along eastern boundary

Vaidpura Link Marg (100 m, S)

130 m highway-Greater Noida (2.6 km, W)

NH-91 (4.3 km, E)

9. Nearest Railway Station Dadri railway Station (6.7 km, SE)

Ghaziabad Railway Station (10.0 km, N)

Sec-71 proposed metro station (11.0 km, NW)

10. Nearest Airport Indira Gandhi International airport (35 km, W)

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Figure 3: Connectivity Map of Project Site

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1.4 Project Cost

Estimated cost of the project is approx 220 Crores including land and development cost.

1.5 Area Statement

Project site is spread over area of 22565.44 sq m. Project involves development of 2 residential

towers, i.e tower 1 & 2 (Sub-Tower 1 A, 1 B, 1 C & 1 D and Tower 2 A, 2 B, 2 C & 2 D) along

with the community building and other support facilities. There is minor modification in design

of one sub-tower, i.e. tower 1 C. Design of the tower 1 C is modified and now is being built as

Tower 3 and tower 1 D is renamed as tower 1C. Details of the areas as per EC accorded and as

modified planning are given in Table 3. Built-up area has increased by 2985.37 sq m due to this

modification.

Table 3: Details of Area (As per EC Accorded and Now Amended)

S. No Particulars Area (sq m)-EC

Approved

Area (sq m)-

Amendment

Modification

Status

1 Plot Area 22565.44 22565.44 No Change

2 Permissible Ground

Coverage (35%)

7897.904 7897.904 No Change

3 Proposed Ground

Coverage Percentage

24.34% 25.38% Increased by

1.04%

4 Proposed Ground

Coverage

5492.1 5727.33 increased by

235.23 sq m

a GC for towers 4609.78 4845.01 increased by

235.23 sq m

b GC for commercial 302.63 302.63 No Change

c GC for Community

Centre

470.97 470.97 No Change

d GC for guard room 26.02 26.02 No Change

e GC for ESS 26.69 26.69 No Change

f GC for toilets 56 56 No Change

5 Permissible FAR

(@3.5 of plot area)

78979.04 78979.04 No Change

6 Proposed FAR 78920.49 80611.95 increase by

1691.46 sq m

a Towers 78131.66 79823.12 increase by

1691.46 sq m

b Commercial 788.83 788.83 No Change

7 Permissible

Additional FAR

(@15% of

permissible FAR)

11846.856 11846.856 No Change

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8 Proposed additional

FAR

10966.91 11455.31 increase by 488.4

sq m

9 Basement 19257.962 19257.962 No Change

10 Stilt 4299.79 4498.32 increased by

198.53 sq m

11 Podium 5203.118 5203.118 No Change

12 Balcony 8214 8820.98 increased by

606.98 sq m

13 Built-up Area 126862.27 129847.64 increased by

2985.37 sq m

14 Green Area 8602.41 8479.55 Decrease by

122.86 sq m

15 Maximum Height 72.6 72.6 No Change

16 Dwelling Unit 984 1053 increased by 69

nos.

1.6 Estimated Population

Population details as per EC accorded and as modification are given below in Table 4.

Population as per amendment will be 5450.

Table 4: Estimated Population (As per EC Accorded and Now Amended)

S.

No.

Category PPU Nos. of

DUs-EC

Accorded

Total

Population-

EC

Accorded

Nos. of

DUs-

Amendment

Total

Population-

Amendment

Increase in

Population

by

1 Resident 4.5 984 4428 1053 4739 311

2 Staff 5% of residents 221 5% of

residents

237 16

3 Visitors 10% of residents 443 10% of

residents

474 31

Total Population 5092 5450 358

1.7 Water Requirement

Water requirement for construction phase is app. 30-50 KLD and source of water is treated water

from CSTP of GNIDA. Water during operation phase will be supplied by GNIDA. Water

requirement has changed slightly due to the amendment. Calculations for water requirement are

given in Table 5.

Table 5: Water Requirement Calculation (As per EC Accorded and Now Amended)

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S.

No

.

Descriptio

n

Rate of

Water

Deman

d

(LPCD

)

Total

Occupancy/Are

a-EC Accorded

Water

Requiremen

t-EC

Accorded

(KLD)

Total

Occupancy/Are

a-Amendment

Water

Requiremen

t-

Amendment

(KLD)

Increase in

Water

Requireme

nt by

(KLD)

A Domestic

Water

1 Resident 86 4428 380.8 4739 407.6 26.7

2 Staff 30 222 6.7 237 7.1 0.5

3 Visitor 15 443 6.6 474 7.1 0.5

Total Domestic Water

Requirement

-- 394.1 -- 421.8 27.7

B Landscapin

g

2.5 l/sq

m

8602.41 21.5 8479.55 21.2 -0.3

C DG

Cooling

0.9

l/kVA

3500 kVA 18.9 3500 kVA 18.9 0

Total Water Requirement -- 434.5 -- 462.2 27.4

Category Quantities as Amended

(KLD)

Fresh Water Requirement 295

Flushing Water Requirement 126.8

Sewage 362.8

STP Capacity 405

Recovered Water

Flushing

Landscaping

DG Cooling

Excess Water (GNIDA green belt/Construction in nearby areas/sewer)

290.2

126.8

21.5

18.9

123.0

1.8 Sewage Generation & Treatment

It is estimated that sewage generation from the project after amendment will be 362.8 KLD

which will be treated in STP of 405 KLD. Approx. 290.2 KLD of water will be recovered from

STP after treatment, out of which 126.8 KLD may be used for flushing, 21.5 KLD for

landscaping and 18.9 KLD for DG cooling.Approx.123 KLD can be used for watering green belt

of GNIDA, construction in nearby areas or can be discharged to sewer. Details of sewage

generation and usage of treated water is given in Table 5 above. STP with FAB technology will

be installed within the project site. Further to reduce the water demand, various water

conservation measures will be taken and are given in Table 6.

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Figure 4: Water balance Diagram-Dry Season (Amended)

Fresh Water Requirement 295 KLD

Total Fresh Water Requirement

295 KLD

Horticulture Water Requirement

21.5 KLD

DG Cooling 18.9 KLD

Sewage Generated 362.8 KLD

STP Capacity 405 KLD

Construction to nearby area/GNIDA Green Belt

/Sewer 123.0 KLD

Flushing Water Requirement

126.8 KLD

100%

80%

126.8 KLD

21.5 KLD

18.9 KLD

123.0 KLD

290.2 KLD

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Figure 5: Water balance Diagram-Monsoon Season (Amended)

Table 6: Water Conservation Plan

Measures Type

Water Conservation Fixtures Dual plumbing cisterns, Dual flushing system,

low flow taps, low flow urinals, sensor based

taps in commercial areas and facility areas, low

faucet taps, low flow showers, tap aerators,

auto control valves and pressure reducing

devices

Monetary Measures Metering (flow water) and pricing of water

Leakage Prevention Timely detection of leakages in pipeline &

tanks

Wastage Prevention Alarms for filling of tank

Storm water harvesting Storm water collection and recharging system.

57 nos of pits for recharge pits to be provided

for recharging collected rain water to ground.

1.9 Rain Water Harvesting System

Project site falls in Bisrakh tehsil and in Greater Noida west Area of Gautam Budh Nagar. As per

CGWB, the tehsil is classified in safe category and stage of ground water development in the

area is 74.64%. Water level of phreatic aquifer during pre-monsoon season varies from 3.35-

14.40 mbgl and during post-monsoon varies from 2.0-13.95 mbgl. On average water level of 9 m

bgl is observed in the non-command area. It is thus suggested that the storm water from the site

Fresh Water Requirement 295 KLD

Total Fresh Water Requirement

295 KLD

DG Cooling 18.9 KLD

Sewage Generated 362.8 KLD

STP Capacity 405 KLD

Construction to nearby area/GNIDA Green Belt

/Sewer 144.5 KLD

Flushing Water Requirement

126.8 KLD

100%

80%

126.8 KLD

18.9 KLD

144.5 KLD

290.2 KLD

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should be treated as resource and should be recharged to the ground so as to augment the ground

water aquifers. This also prevents issue of local flooding during rains.

Storm water drainage system will be provided at project site for channelizing storm water and

prevent local flooding. Covered storm water drains will be provided at the site. Rain water

harvesting system will be provided at the site to collect rain water and recharge the same in

ground through RWH pits. Run-off generation from the site will insignificantly change due to

slight increase in ground coverage but requirement of pits will remain same as the run-off

increase is insignificant. Calculation for run-off availability and design of RWH pit is given in

Table 7 & 8.

Table 7: Run-off Available At Site (As per EC Accorded and Now Amended)

S. No. Catchment

Area of

Catchment (sq

m)

Run-off

Coff.

Average

Annual

Rainfall

(m)

Run-off

collected (cu

m)

1 Roof-Top 5727.33 0.9 0.7 3608.2

2 Paved area 8358.56 0.7 0.7 4095.7

3 Green Area 8479.55 0.1 0.7 593.6

Total Available Run-off 8297.5

Table 8: Calculations for Rain Harvesting Pits (As per EC Accorded and Now Amended)

S. No. Catchment

Area of

Catchment (sq

m)

Run-off

Coff.

Peak

Hourly

Rainfall

(m/hr)

Run-off

collected (cu

m)

1 Roof-Top 5727.33 0.9 0.05 257.7

2 Paved area 8358.56 0.7 0.05 292.5

3 Green Area 8479.55 0.1 0.05 42.4

Total hourly Run-off 592.6

Taking Retention of 15 min, run-off load is 148.2

Size of RWH Pit (diameter- 5 m , depth 5 m) 98

No. of Pits Required 1.5

No of Pits Provided 2

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Figure 7: Schematic Diagram of RWH Pit

1.10 Vehicle Parking System

Parking provision are made as per Greater Noida Bye Laws in the project. Parking requirement

and parking proposed to be provided is slightly modified due to change in planning and parking

requirement as amended is given below in Table 9.

Table 9: Parking Required and Proposed (As per EC Accorded and Now Amended)

Parking Required

S.

No.

Category Standard as

per Greater

Noida Bye

Laws

FAR (sq m) Parking

Required

(ECS)

Parking

Required

as per

EC

Accorded

(ECS)

Change

by

(ECS)

1. Residential &

Commercial

1 ECS/80 sq

m of FAR

80611.95 1008 987 21

Parking Proposed

S.

No.

Category Area (sq m) Parking

Space/ECS

Parking

Provided

Parking

Provided

as per

Change

by

(ECS)

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EC

Accorded

(ECS)

1. Lower Basement 18306.29 30 610 610 0

2. Podium Basement 4910.56 30 163 163 0

3. Stilt 4498.32 30 149 143 6

4. Open 1834.31 20 91 73 18

Total parking Proposed 1013 989 21

1.11 Power Requirement

Power requirement for the project is app. 7526.96 kVA and will be sourced from NPCL. Two

nos. transformers of 2500 kVA and 1 no. transformer of 1600 kVA are proposed to be provided.

Capacity of DG sets to be provided for power back-up is 3500 kVA (2 X 1500 kVA + 1 X 500

kVA)

1.12 Solid Waste Generation and Management

Solid waste is generated both during construction as well as during operation phase. Solid waste

during construction phase comprise of excavated materials, used bags, bricks, concrete, MS rods,

tiles, wood etc. Table 10 details the solid waste management plan during construction phase

Table 10: Solid Waste Management during Construction Phase

S. No. Solid waste Solid waste Management

1. Waste materials like MS

Rods, bricks, concrete,

broken tiles, wood pieces,

cement bags etc.

Material is segregated into recyclable and rejects.

Recyclable material is sold to authorize dealers.

Remaining is sent for disposal through government

authorized vendors on regular basis.

2. Excavated Soil

Top soil is stripped off and kept in covered area and

will be used for landscaping in later stage. Remaining

soil will be used for filling and road construction.

Remaining soil will be disposed off at designated

locations by GNIDA.

3. Domestic waste Domestic waste is composted in pit within the site and

the compost may be used for landscaping later

Waste to be generated during operation phase will be majorly municipal waste. Apart from

municipal waste some amount of e-waste is also expected to be generated. A waste storage room

is proposed to be provided at the site for storage of e-waste during operation phase which can be

sold to authorized vendors periodically. Further, if DG sets are operated then there will be

generation of used oil which is hazardous waste. This used oil is generally taken back by the

service agencies or will be sold to authorized vendors. Solid waste to be generated during

operation phase will slightly change from the amount estimated as per EC accorded due to slight

increase in nos. of dwelling units. Detail of the waste generation is given below in Table 11.

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Waste generation may increase totally by 165 kg/day. Compostable waste generation after

amendment will be 1527.9 kg/day, 763.9 kg/day will be recyclable waste and 254.7 kg/day will

be rejected fraction.

Table 11: Calculation of Municipal Solid Waste Generation (As per EC Accorded and

Now Amended)

S.

No.

Category Per Capita

Waste

Generation

(kg/day)

Population/Area

(sq m)-EC

Accorded

Waste

Generation

(Kg/day)-

EC

Accorded

Population/Area

(sq m)-

Amendment

Waste

Generation

(Kg/day)-

Amendment

Increased

By

1 Resident 0.5 4428 2214 4739 2369.5 155.5

2 Staff 0.25 222 55.5 237 59.25 3.75

3 Visitor 0.15 443 66.45 474 71.1 4.65

4 Landscape

Area

0.2 kg/acres 2.12 0.424 2.1 0.42 -0.004

5 Sludge -- -- 45.08 -- 46.2 1.12

6 Total -- -- 2381.454

Say 2381.5

-- 2546.47

Say 2546.5

165

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, of Central Public Health & Environment

Engineering Organization, Ministry of Urban Development, (Government of India, May 2000))

Management Plan for Municipal Solid Waste

Collection and Segregation of waste

1. Three color dustbins will be provided in the common areas and in each dwelling unit

for collection and segregation of compostable, recyclable and inert waste

2. Door to door waste collection system will be established by hiring vendors for waste

collection

3. Waste storage area is proposed to be provided within the site for temporary collection

of the waste. Waste storage space of 2 days will be maintained

4. Room for storage of recyclable and E-waste will also be provided at the site

5. RWA will be formed at the site to manage the functionality of various systems during

the operation phase and will also take care of waste management

Treatment of Waste

1. Compostable waste will be treated in organic waste convertor and converted into

manure

2. STP sludge will also be used as manure after stabilization

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Disposal of Waste

1. Recyclable waste will be sold off to the authorized vendors

2. Inert waste will be disposed off to the dumping site by local agency in the area

responsible for waste management

1.13 Green Area

It is proposed that area of 8479.99 sq m will be put under green as per modified planning.

Approx. 1801.77 sq m of area will be under green belt area and remaining 6678.22 sq m of area

will be developed as organized green. Evergreen, native species will preferably be planted at the

project site. Native species are adapted to natural conditions and also requires less aftercare and

maintenance. Trees with large & round canopy will be planted. Plantation will act as noise buffer

and will provide surface for dust settlement. Green belt development plan for the area is given

below.

Green Belt development Plan

All the developments are associated with the pollution of one or more environmental component.

Plants are the natural sink of that pollution. Plants help in abatement of the pollution and restore

the degraded environment. Green belt lowers down the air pollution by providing a surface to

settle down or by absorbing the pollutants, attenuate noise level and uses the waste water. Green

cover will comprise of:

A peripheral green belt

Avenue plantation

Lawns/parks

Grass cretes in parking areas

Planters

Selection of Plant Species for Green Belt Development

Selection of plant species for the development depends on various factors such as climate,

elevation and soil. The plants having following desirable characteristics would be selected for

plantation

1. Species should be fast growing and providing optimum penetrability with minimal

maintenance. Perennial, evergreen & fast growing trees

2. Species should be wind-firm and deep rooted

3. Indigenous and locally available species

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4. Plants with high foliage density, leaves with larger leaf area and hairy on both the

surfaces. Round, thick & spreading canopy is preferred for peripheral green belt and

oblong canopy for road side plantation

5. Ability to withstand conditions like inundation and drought

6. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

7. Bird and insect attracting species

8. Tolerant to climatic conditions of the area and with less water requirement. Species

tolerance to air pollutants like SO2 and NO2 should be preferred

9. Plants with ornamental foliage & shrubs with fragrant flowers and fruit bearing

10. Plantation should maintain ecological & hydrological balance of the region.

List of the trees which can be planted at the site as per the Green Belt development Guidelines,

2000 by CPCB is given below in Table 12.

Table 12: List of Trees Which can be Planted at Site S. No. Botanical Name Common Name

Trees

1 Albizzia lebbek Shirish

2 Melia azadirach Bakain

3 Toona cilata Roxb Indian Cedar

4 Litsea glutinosa Soft bollygum

5 Mallotus philippinensis Kamala

6 Diospyros melanoxylon Tendu

7 Ehretia laevis Chamror

8 Mangifera indica Aam

9 Lannea coromandelica Mohini

10 Pistacia khinjuk Kakra

11 Cassia fistula Amaltas

12 Litsaea glutinosa Asan

13 Albizzia lebbek Sirish

14 Flcus glomerata Guler

15 Butea monosperma Palash

16 Ziziphus mauritiana Ber

17 Azadirachta indiaca Neem

18 Aegel maemelos Bel

19 Ailanthes excels Mahanimb

20 Bombax cebia Shalmali

21 Moras alba Shehtut

22 Phoenix sylvestris Sugar date palm

Shrubs

1 Adathoda vasica Adosa

2 Carissa opaca Jungli Karonda

3 Launea asplenifolia Jangi gobi

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4 Flacourita sapida Kanel

5 Colebrookia oppositifolia Bhamber

6 Woodfordia fruticosa Dhaaya

7 Jasminum multiflorum Jasmine

8 Nyctanthes arbor-tristis Linn. Parijat

9 Randia tetrasperma India willow

10 Murraya koenigii Kari ped

11 Dodonaea viscosa Sanatta

12 Grewia oppositifolia Beul

Grass/herbs

1 Dioscorea alata Purple yam

2 Corchorus acutangulus Nalta jute

3 Solanum minima Choti kateri

4 Adiantum edgeworthii Hansraj

5 Dyropteris cochleata Wood ferm

Creepers

1 Cardiospermum halicacabum Kanphata

2 Abrus precatorius Ratti

3 Tinospora cordifolia Geloy

4 Cissampelos pareira Bhatvel

5 Ipomea cairica Morning glory

6 Momordica charantia Karela

(Source: Guidelines for developing Green Belts by CPCB, 2000)

After Care and Monitoring

Plants grown will be monitored for first three years. Nutrients will be supplemented and the

juveniles provided protection. Following measures will be taken:

1. Adequate nutrient supply will be maintained by providing manure timely

2. Absence of water stress

3. Construction of the protection wall all around to protect from animals and outsiders from

damage

Regular inspection of the site will be kept. Record keeping of number of saplings planted and

surviving will be kept. Regular pruning of road side trees will be done as per requirement.

Weeding will be carried out along with regular manuring & watering. Treated water from STP

will be used for watering plant which is rich in nutrients.

1.14 Construction Material

Detail of different type of construction material with their U values is given in Table 13. List of

machinery which may be used for construction is given in section below.

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Table 13: List of Construction Materials Type of Construction U values (in W/m

2deg C)

Walls:

Brick:

Plastered both sides 3.24

Solid Un plastered 2.67

Plastered both sides 2.24

Concrete, Ordinary, Dense:

-152mm 3.58

-203mm 3.18

Concrete block:

CLC Fly ash block 1.19

Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered:

CLC Fly ash block 1.70

Roofs Flat

Reinforced concrete slab, 100mm, scered 63-12 mm, 3

layers bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Grano, Terrazze or tile finish 1.13

+ Wood block finish 0.85

Exposure South Sheltered:

Single glazing 3.97

Double glazing 6 mm space 2.67

List of Machinery Used During Construction

Dumper

Concrete mixer with hopper

Excavator

Concrete Batching Plant

Cranes

Road roller

Bulldozer

Tower Cranes

Hoist

Labor Lifts

Concrete pressure pumps

Mobile transit mixer

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