PRE FEASIABILITY REPORT

FOR

ENVIRONMENTAL IMPACT

ASSESSMENT

OF

COMPOSTING UNIT AND

SANITARY LANDFILL PROJECT

By

NAGAR PALIKA PARISHAD,

RAMNAGAR, UTTARAKHAND

2

Contents

Contents ............................................................................................................................................ 2

List of Figures ................................................................................................................................... 4

List of Tables .................................................................................................................................... 5

Chapter 1 Exclusive Summary ....................................................................................................... 6

1.1 Ramnagar ................................................................................................................................. 6

1.2 Geography ................................................................................................................................ 6

1.3 History...................................................................................................................................... 7

1.4 Project Technical Design ......................................................................................................... 7

1.4.1 Demography 7

1.4.2 Current Scenario 7

1.4.3 Proposed Waste Management System 7

Chapter 2 Identification of Project and Project Proponent......................................................... 9

2.1 Identification of Project ........................................................................................................... 9

2.1.1 Details of the Project Proponent. 9

2.2 Demographic Details of Ramnagar ........................................................................................ 11

2.2.1 City Profile 11

2.3 Nature of the Project .............................................................................................................. 12

2.4 Need for the Project ............................................................................................................... 12

Chapter 3 Project Description ...................................................................................................... 13

3.1 Type of Project ....................................................................................................................... 13

3.2 Site Location .......................................................................................................................... 13

3.3 Details of Alternative Site ...................................................................................................... 17

3.4 Size and Magnitude of Project ............................................................................................... 17

3.5 Project Description with Process Details ............................................................................... 17

3.5.1 Sanitary Landfill 18

3.6 Resource Optimization / Recycling and Reuse Envisaged in the Project, if any .................. 21

3.7 Availability of Water its Source, Energy/ Power Requirement and Source .......................... 21

3.7.1 Water Requirement 21

3.7.2 Power Requirement 21

3

Chapter 4 Site Analysis ................................................................................................................. 22

4.1 Site Connectivity .................................................................................................................... 22

4.2 Landform, Land use and Land Ownership ............................................................................ 23

4.3 Topography ............................................................................................................................ 23

4.4 Existing Land use Pattern ...................................................................................................... 24

4.5 Climate and Rainfall .............................................................................................................. 24

4.6 Social Infrastructural Availability.......................................................................................... 24

Chapter 5 Planning Brief .............................................................................................................. 25

5.1 Planning Concept ................................................................................................................... 25

5.2 Population Projection ............................................................................................................. 25

5.3 Assessment of Infrastructure Demand (Physical & Social) ................................................... 26

Chapter 6 Rehabilitation and Resettlement (R&R) Plan ........................................................... 27

Chapter 7 Project Schedule & Cost Estimation .......................................................................... 28

Chapter 8 Analysis of Proposal (Final Recommendations) ....................................................... 29

Chapter 9 Appendix ....................................................................................................................... 30

4

LIST OF FIGURES

Figure 2.1 Proposed Site for Landfill .............................................................................................. 10

Figure 3.1 Geographical Location of the Project ............................................................................. 13

Figure 3.2 0.5 km, 2 Km and 5 Km Radius Image around Project Location .................................. 14

Figure 3.3 Kosi River Near Project Site .......................................................................................... 15

Figure 3.4 Kosi River 350m Away from the Site ............................................................................ 15

Figure 4.1 Site Connectivity Map .................................................................................................... 23

Figure 9.1 Site for the proposed landfill .......................................................................................... 30

Figure 9.2 Proposed Site with Site Official ..................................................................................... 30

Figure 9.3 Kosi River 350m Away from the Site Location ............................................................. 31

Figure 9.4 Kosi River ....................................................................................................................... 31

Figure 9.5 Settlement Near Site Location ........................................................................................ 32

Figure 9.6 Meeting with Proponent Executive Officer Mr. Manoj Das .......................................... 32

Figure 9.7 Meeting with Chairman .................................................................................................. 33

Figure 9.8 Joint Meeting with Executive Officer and Chairman of Nagar Palika Parishad

Ramnagar ................................................................................................................................. 33

5

List of Tables

Table 2.1 Details of Project Proponent ............................................................................................ 10

Table 2.2 Details of the Ramnagar City ........................................................................................... 11

Table 3.1 Geographical Coordinates of the Site .............................................................................. 14

Table 3.2 Project Site Environmental Setting .................................................................................. 16

Table 3.3 Treatment units ................................................................................................................ 20

Table 3.5 Power Requirement.......................................................................................................... 21

Table 3.6 DG Set Details ................................................................................................................. 21

Table 4.1 Connectivity details ......................................................................................................... 22

6

Chapter 1

Exclusive Summary

This project is a very healthy initiative taken by Ramnagar Nagar Palika Parishad, towards the

management and handling of their municipal solid waste. Project is not only for the landfill but it

covers all the aspects of municipal solid waste management. From the source of generation (door

to door collection) of waste till the last point of waste handling which is dumping in the sanitary

landfill site.

1.1 Ramnagar

Ramnagar is a small town and municipal board in the Nainital district of Uttarakhand, India. It is

located approximately 65 kilometres (40 mi) from Nainital, the headquarters of the district.

Ramnagar is the gateway to the Corbett National Park, the oldest national park and a famous

tourist destination of India. Garjiya Devi Temple and Sitabani temple located nearby also attracts

many visitors.

1.2 Geography

Ramnagar is located at 79.12°E 29.40°N. It has an average elevation of 345 metres (1,132 feet).

Ramnagar is located at the foothills of the Himalayas on the bank of river Kosi. Kashipur located

approximately 18 km away from this town. Its proximity to Nainital which is a famous hill station

of Northern India makes it even more popular. Ramnagar is the gateway to western Kumaon and

Garhwal. It is also the commencement point of Kumaon Hills with the nearby town of Haldwani.

Ramnagar is also famous for International "Litchi farming". There is a Kosi Barrage in Ramnagar

where lot of migratory birds arrives in winter. Being a small town it is culturally diverse; most of

the people in this town are either Kumaoni's or Garwali's. The town has got several public and

private schools along with a college for higher education offering diverse, professional courses

which makes the town complete from the education point of view. Primary source of income of

this town is tourism, government jobs, individual shops and small-mid size businesses. Ramnagar

7

is not only the beginning point of Kumaon hills but it is also one of the gateways of renowned Jim

Corbett National Park.

1.3 History

The town was re-established and settled by King Lela Dhar Joshi in 1856–1884.His grandson

Shubham Joshi rejected the throne to let the city be part of independent India. During the British

Rule tea gardens were developed in Ramnagar and nearby villages in Uttarakhand. But these tea

gardens have been closed since a long time. Ramnagar is most visited for Corbett National Park

named after the hunter turned conservationist Jim Corbett who played a key role in its

establishment. It is the oldest national park in India which was established in 1936.

1.4 Project Technical Design

1.4.1 Demography

Permanent population staying in the vicinity of Ramnagar 54787 (Population census, 2011),

addition to that a daily floating population from nearby towns and villages is considered to be

15000 on an average. Design population for the project is prepared is 78765 this is a projected

population for the year 2036.

1.4.2 Current Scenario

Currently the city is generating about 16 Metric Tonne per day (MTPD) of Municipal Solid Waste

(MSW). Waste is collected from household and community bins and from the roadside kerb.

Currently there is no segregation of the waste; street sweeping is done on the daily basis on both

internal and external roads of the city. A team of 88 members known as the swacchhta team helps

to clean the entire city and the collected waste is transported form one place to another with the

means of 4 Auto tripper, 2 tripper trucks and 1 tractor trolley. Currently the waste is directly

dumped into site outside the city without any treatment

1.4.3 Proposed Waste Management System

The proposed plan shows the 100% source segregation of waste, which include waste bin

8

for the different category of the waste and every category of waste shall be provided with the

specific colour coding which is an effective way of waste segregation. Management plan also

consist of the door to door collection system in which waste will be directly collected from the

households.

The collected waste will be further segregated and all the recyclables will be separated for reuse,

collected wet waste will be treated to make the compost and the remaining unwanted waste will be

transferred for the landfill process.

9

Chapter 2

Identification of Project and Project Proponent

2.1 Identification of Project

Municipal Solid Waste management, to reduce the impact on the environment, requires an

integrated approach involving components such as collection from various generators, segregation

at source, recycling of the waste, reuse and disposal, etc. Healthy environment demands an

integrated approach that involves complementary use of a variety of practices to handle the

Municipal Solid Waste, stream safely and effectively with the least adverse impact on human

health and the environment. Integrated approach would be adopted to dispose the Municipal Solid

Waste generated in the city as the approach amalgamates three stages of Municipal Solid Waste

Management. The adoption of this approach would streamline the collection of Municipal Solid

Waste from diverse generating points in the city and transporting them to the treatment facilities

where it would be separated and disposed accordingly.

The integrated approach is critically important for the Municipal Solid Waste management to work

efficiently. A well-integrated approach captures the primary and secondary collection, treatment

and disposal.

In addition to all this, an integrated approach would reduce the littering on streets, enhance the

cleanliness of the city, and increase the viability, profitability and sustainability of Municipal Solid

Waste systems through their impact on increasing incomes, employment while reducing pollution

levels.

Ramnagar landfill facility is part of one of such integrated system. The facility is municipal solid

waste landfill facility which is being designed for the 31.7 TPD waste generations and its sanitary

landfill, with a leachate treatment plant

2.1.1 Details of the Project Proponent.

The details of the project proponent are as follows

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Table 2.1 Details of Project Proponent

Name of the Applicant Nagar Palika Parishad, Ramnagar

Name and Address Nagar Palika Parishad, Ramnagar

Ranikhet Road, Ramnagar, Nanital

Status of the Project A municipal solid waste landfill is proposed of

31.7 TPD for the solid waste management of

the growing waste produced by the population

of Ramnagar, Nanital

Figure 2.1 Proposed Site for Landfill

11

2.2 Demographic Details of Ramnagar

2.2.1 City Profile

Ramnagar is a small town situated in the Nainital district of Uttarakhand, India. It is located

approximately 65 kilometres from Nainital, the headquarters of the district. Ramnagar is the

gateway to the Corbett National Park, the oldest national park and a famous tourist destination of

India.

Table 2.2 Details of the Ramnagar City

City Ramnagar

District Nanital

Area 2.43 sq.Km

Geographic Location Latitude: 29.40°N

Longitude: 79.12°E

Elevation: Average 345 mt (1132 ft) from

mean sea level

Connectivity Road: National Highway 121 which starts from

Kashipur that takes you to Uttarakhand passes

through Ramnagar, and majorly connected to

major cities like Dehradun, Moradabad, Delhi,

Haldwani, with regular bus service

Rail: Ramnagar Railway station is not very far-

off, the distance between two is approx. 2.3km,

there is direct rail service to Delhi.

Airport: The nearest airport is Pantnagar

Airport, which is almost 90 km away in the

town of Pantnagar in Udham Singh Nagar

district.

Dehradun Airport jolly grant (DED), Dehradun,

Uttarakhand, approx. 220 km away

Indira Gandhi International Airport (DEL),

New Delhi, Delhi, approx. 240 km away

Climate The mean annual temperature in Ramnagar

12

varies from 0.8°C to 42°C.

Total annual rainfall is nearly 1296 mm.

City Administration Nagar Palika Parishad Ramnagar, Nanital

District Headquarter, Nanital.

Ramnagar is a small town in the Nanital district it well connected with road network and is not too

far away from the nearby cities also, but development of the town is slow as compared to the

nearby cities.

2.3 Nature of the Project

Ramnagar is gateway to the famous Jim Corbett national park, which make it a hotspot location

for the tourists, because of the high number of the tourists and locals the city is suffering from the

problem of MSW. The project has been planned for the proper handling, transport and disposal of

the waste which is generated by the city to landfill site.

2.4 Need for the Project

Open dumping of the waste in an area within the city limits or at outer areas can cause many

environmental problems like decomposition of waste resulting in bad odour, harmful emissions

due to open burning of waste cause various emissions, ground water contamination due to leakage

or seepage of leachate to ground water. Ramnagar is a tourist place so open dumping of the waste

also destroys the aesthetic beauty of the place.

It is highly necessary and recommended to establish an Integrated MSW Management Facility

with provisions such as recovery of organics (Composting), recovery of recyclables (Materials

Recovery Facility, MRF), recovery of high calorific value waste (Refuse Derived Fuel, RDF), and

disposal of inerts (Sanitary Landfill).

13

Chapter 3

Project Description

3.1 Type of Project

The project is a Solid waste management facility with the capacity of 31.7 MTPD with leachate

collection facility, composting shed, phytoremediation pond and green belt at Ramnagar by Nagar

palika parishad Ramnagar.

3.2 Site Location

Figure 3.1 Geographical Location of the Project

Project Location

14

Table 3.1 Geographical Coordinates of the Site

Location Latitude Longitude

1. 29°22'21.520"N 79°7'53.020"E

2. 29°22'21.150"N 79°7'56.010"E

3. 29°22'17.220"N 79°7'54.010"E

4. 29°22'18.590"N 79°7'51 010"E

Figure 3.2 0.5 km, 2 Km and 5 Km Radius Image around Project Location

15

Figure 3.3 Kosi River Near Project Site

Figure 3.4 Kosi River 350m Away from the Site

16

Table 3.2 Project Site Environmental Setting

S.No. Particulars Details

1 Latitude 1. 29°22'21.520" N

2. 29°22'21.150" N

3. 29°22'17.220" N

4. 29°22'18.590" N

2 Longitude 1. 79°7'53.020" E

2. 79°7'56.010" E

3. 79°7'54.010" E

4. 79°7'51 010" E

3 Site elevation above MSL 345 m (1132 ft)

4 Topography Ramnagar holds high ground at a height of 345

m from MSL, it is near to hilly area of Nanital

but area within 5 km of site is flatter as

compared to nearby hilly region.

5 Climate The mean annual temperature in Ramnagar

varies from 0.8°C to 42°C. Total annual rainfall

is nearly 1296 mm.

6 Present land use at the site Land is vacant

7 Nearest highway NH 121

8 Nearest railway station Ramnagar railway station (2.3 km away)

9 Nearest airport Pantnagar airport 90km away (approx.)

10 Nearest town/ city Ramnagar 2.5 km away

11 Nearest water body Kosi river 350 m away

12 Hills / valleys Kota Range partially in 5 km radius

17

13 Archaeologically Important

site

None within 5 km radius

14 National Park/ Wildlife

sanctuaries

Jim Corbett national park ( not within 5 km

radius)

15 Reserved / Protected Forest None within 5 km radius

16 Seismicity Seismic zone IV

17 Defence Installation None within 5 km

3.3 Details of Alternative Site

No alternative sites were considered for development of MSW facility. The proposed site based in

Ramnagar Town proves to be the best location considering both the environmental and economic

factors.

3.4 Size and Magnitude of Project

The project is designed for the projected waste generation of years 2036 from now which will be

31.7 MTPD with leached collection system, phytoremediation pond, composting unit and green

belt, with the total land holding of 9555 m2.

3.5 Project Description with Process Details

The Municipal Solid Waste is not complete waste it consists of many components which can

easily be reused for some other thing. Hence after collection of MSW when the waste is brought to

treatment facility it is first segregated.

In a Municipal solid waste there is around 50% Biodegradable waste, 30% Recyclables and 20%

inert waste. During segregation the Biodegradable waste is sent for Bio-stabilization, the

recyclables are sent for recycling and inert waste is landfilled.

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3.5.1 Sanitary Landfill

Landfill will be designed in such a way there should be minimum chance of any leakage or

seepage of gas and leached from the bottom, sides and top of the landfill, for which a liner system

of Geo-synthetic clay liner, HDP liner, non-woven geotextile, gravel drainage and again non-

woven geotextile liner system will be used on the sides and bottom of the landfill. Whereas the

closure layer of landfill will consist of gas venting layer, non-woven Geo-textile, clay bed, gravel

drainage layer and top soil are used.

Life of the Landfill: Life of the landfill is determined by the volume of waste it can

accommodate on daily basis. The proposed landfill is designed for the daily waste handling

capacity of 31.7 MTPD. Life of the landfill will also depend on the actual waste generation

by the city, amount of the waste coming for landfill and anticipated increment in the

generation of waste. Along with that the volume occupied by the liner system will also

determine the volume of the landfill, which is directly related to the life of the landfill.

Basic Design Components: The landfill will be operated in phases because it is more

judicious use of the landfill area, such that at any given time a part of the site may have a

final cover, a part being actively filled, a part being prepared to receive waste and a part

undisturbed. Each phase will be designed for a period of one year and will consist of daily

cells, daily cover, lifts, intermediate cover, liner, leachate collection facility, gas control

facility and final cover. The waste subjected to landfilling shall be compacted in thin layers

with the help of Bulldozers/ landfill compactors and the wastes shall be covered

immediately or at the end of each working day with 7.5-10 cm of soil.

Liner System: Protection of the surrounding environment of Landfill can be effectively

achieved by using an impermeable liner on the base and sides to prevent leakage of gas and

leachates into the soil and groundwater. The liner system for the proposed landfill has been

designed based on recommendation of the Ministry of Environment and Forests for

construction of a non-permeable lining system at the base and side wall of waste disposal

site area. the liner will have, at a minimum, a composite barrier having 1.5 mm High

Density Polyethylene (HDPE) geo-membrane or equivalent overlying 30 cm of soil

(clay/amended soil) having permeability coefficient not greater than 1X10-7

cm/sec.

19

Leachate Collection System: The primary function of leachate collection system is to

collect and to convey the leachate out of the landfill and to control the accumulation of the

leachate above the liner. Leachate collection network will comprise of header pipe and

feeder pipes. The feeder pipes will consist of HDPE pipes of 120 mm diameter constructed

at a spacing of 50 m and at a slope of 2 per cent. Pipe spacing is governed by the

requirement that the leachate head will not be greater than the drainage layer thickness.

The feeder pipes will be connected to header pipe. The header pipe will be constructed at a

slope of 2 per cent and connected to leachate collection tank. The feeder and header pipes

will have sufficient strength and will be safe from particulate and biological clogging and

deflections. Leachate collection chamber/s will be installed to collect the leachate through

the header pipe. The leachate collection chambers will be built up with successive lifts of

waste. Submersible pumps or adductor pumps will be used to remove leachate from the

chambers and carried through permanent pipe work for treatment and disposal.

Final Cover: The final cover system for the proposed landfill will be based on the

recommendations of MoEF will be a composite structure comprising of five layers of an

engineered seal designed to prevent water ingress and egress of landfill gas and an

agricultural cap comprising of subsoil drainage layer. The final cover system will consist

of the following components:

0.3 m of gas venting layer with permeability greater than 10-2

cm/sec

Layer of non-woven geo-textile 350 gm/m2

0.6 m of clay with permeability less than 10-7

cm/sec

0.3 m of gravel drainage layer with permeability greater than 10-2

cm /sec

0.45 m of top soil

A suitable vegetative cover will have to be established on the closed site to ensure slow

surface runoff, promote evapo-transpiration of rainfall, and retain moisture in the cap

and enhance the formation of a soil structure in the agriculture soil. In accordance with

the requirements of the MSW 2000 Rules, root penetration will not exceed 30 cm.

Plantation will be made in sufficient density to minimize soil erosion. An access road

20

will be provided on the landfill cover to enable easy approach for routine inspection of

the landfill cover

Other Infrastructural Facilities: Beside the compost shed and pad and landfill, other

infrastructural facilities have been proposed to be developed as an integral part of the waste

management facility. This would include access road, internal roads, drainage system,

boundary walls, administrative building, Phyto-remediation Pond, buffer zone for

plantation (Green Belt) of trees etc. As per norms, total landfill area will be approximately

15% more than the area required for land filling to accommodate all infrastructures and

support facilities as well as to allow the formation of a green belt around the landfill.

Management of Surface Runoff Surface water management is required to ensure that

rainwater does not drain into the waste from surrounding areas and that there is no water

logging or ponding on covers of landfill.

Table 3.3 Treatment units

S.No. Description Size/ Area/ Volume/ Capacity Unit

1. Segregation and Recycling Store 510 m2

2 Compost Pad 750 m2

3 Compost Shed 510 m2

4 Phyto-Remediation Pond 832 m2

5 Leachate Collection Tank 15 m2

6 Office Building 120 m2

7 Parking 72 m2

8 Landfill Area 5120 m2

9 Green Belt 520 m2

21

3.6 Resource Optimization / Recycling and Reuse Envisaged in the

Project, if any

Not applicable

3.7 Availability of Water its Source, Energy/ Power Requirement and

Source

3.7.1 Water Requirement

S.No. Details Proposed Water Consumption (m3/day) Source

1 Domestic Purpose 1 m3/day Bore Well

3.7.2 Power Requirement

Power requirement and source of power for proposed project is given below in table

Table 3.4 Power Requirement

S.No. Particulars (kVA) Source

1 250 Electricity Board

Table 3.5 DG Set Details

No. of DG Sets Capacity of DG Set Height of Stack Fuel used & Quantity

1 250 kVA (2 x 125kVA) 25 meters each Diesel

22

Chapter 4

Site Analysis

4.1 Site Connectivity

Table 4.1 Connectivity details

Connectivity

Highway/ Road Road: National Highway 121 which starts from

Kashipur that takes you to Uttarakhand passes

through Ramnagar, and majorly connected to

major cities like Dehradun, Moradabad, Delhi,

Haldwani, with regular bus service

Railway Rail: Ramnagar Railway station is not very far-

off, the distance between two is appx 1km,

there is direct rail service to Delhi.

Airport Airport: The nearest airport is Pantnagar

Airport, which is almost 90 km away in the

town of Pantnagar in Udham Singh Nagar

district.

Dehra Dun Airport jolly grant (DED),

Dehradun, Uttarakhand, approx. 220 km away

Indira Gandhi International Airport (DEL),

New Delhi, Delhi, approx. 240 km away

23

Figure 4.1 Site Connectivity Map

4.2 Landform, Land use and Land Ownership

Civil area under Nagar Palika Parishad Ramnagar is 2.43 km2 a vast region comes under Jim

Corbett national park and the projects land holding is 9555m2

4.3 Topography

Ramnagar holds high ground at a height of 345 m (1132 ft) from MSL, it is near to hilly area of

Nanital but area of Ramnagar does not have hilly terrain, city is situated at the bank of the Kosi

river also within 5 km of site is flatter as compared to nearby hilly region.

24

4.4 Existing Land use Pattern

The project land is vacant and do not have any type of settlement or infrastructure.

4.5 Climate and Rainfall

Ramnagar is located on the flatter terrain of the hilly regions of Kumao, and because of its

elevation it faces cold and chilly winters where temperature falls up to 0.8°C whereas summers are

hot and humid as temperature reaches up to 42°C. Region also faces a high amount of rainfall

during monsoon and the annual rainfall reaches up to 1296 mm

4.6 Social Infrastructural Availability

At the Present site there is no infrastructural development available, site is empty but well

connected with roads and power supply there is some temporary settlement near the site

25

Chapter 5

Planning Brief

5.1 Planning Concept

The project is a municipal solid waste landfill site with the design capacity of 31.7 MTPD, project

is well designed with proper liner system, leached collection system sit also have compost shed,

Phyto-remidiation Pond. Project is proposed by Nagar Palika Parishad Ramnagar.

5.2 Population Projection

S.No. Year Population

1 2011 54787

2 2012 55746

3 2013 56705

4 2014 57664

5 2015 58624

6 2016 59583

7 2017 60542

8 2018 61501

9 2019 62460

10 2020 63419

11 2021 64378

26

12 2022 65337

13 2023 66297

14 2024 67256

15 2025 68215

16 2026 69174

17 2027 70133

18 2028 71092

19 2029 72051

20 2030 73011

21 2031 73970

22 2032 74929

23 2033 75888

24 2034 76847

25 2035 77806

26 2036 78765

5.3 Assessment of Infrastructure Demand (Physical & Social)

All facilities / amenities like medical, educational, housing, transportation, communication,

shopping etc are available nearby places (Ramnagar City within 2.5 km). Since, local workers will

be employed for this purpose therefore; no long term infrastructure will be required.

27

Chapter 6

Rehabilitation and Resettlement (R&R) Plan

Nagar Palika Parishad Ramnagar has acquired a vacant 9555 m2 of land in outskirts of Ramnagar

for the proposed Municipal Solid Waste Treatment plant. Hence no rehabilitation & resettlement

issues are envisaged & do not apply.

28

Chapter 7

Project Schedule & Cost Estimation

The total cost of the project is estimated to be Rs 686.632 Lakhs.

S.No.

Item Description

Capital

Expenditure

Operational

Expenditure

(Annual)

1 Storage, Collection and

Transportation Cost (5 Years)

21297700 22855200

2 Compost Plant Including Associated

Civil Works + Landfill Mining (20

Years)

29958135

3156000

3 Capital Cost of the Sanitary Landfill

Site

12347680

4 Environmental Monitoring Plan 350000

5 IEC Cost 1790000

6 Sub Total (1 to 5) 65393515 26361200

7 Contingencies @5% on (1 to 5) 3269676

8 Total Cost 68663191 26361200

29

Chapter 8

Analysis of Proposal (Final Recommendations)

Considering the various project related attributes such as availability of necessary infrastructure

viz. connectivity, water & electric supply, man power etc. the project can be executed in a very

comfortable way, with commissioning of the integrated Municipal Solid Waste Management

Facility, Nagar Palika Parishad Ramnagar will be able to focus its attention on other measures for

waste recycling.