pre feasiability report for environmental impact...
TRANSCRIPT
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).
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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
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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.
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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.