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TRANSCRIPT
PRE FEASIBILITY REPORT
For
Proposed 700 TPD Municipal Solid Waste Management
(Waste To Energy Plant) Project
By
PUNE MUNICIPAL CORPORATION
700 TPD Municipal Waste Management Facility Project
At
Gut no. 493, Pimpri Sandas Village,
Talulka – Haveli, Dist – Pune, Maharashtra
Prepared By
ABC Techno Labs India Pvt. Ltd.
QCI NABET Accredited (Certificate No. NABET / EIA / 1316 / RA001)
Corporate Office:
No.2, 2nd
Street, Thangam Colony, Anna Nagar West, Chennai – 600040.
Tamil Nadu, India.
Tel: 044 – 26161123 / 24 / 25
Mumbai Office:
A/355, Balaji Bhavan, Plot No. 42 A, Sector 11, CBD Belapur,
Navi Mumbai – 400614, Maharashtra. India
Tel: 022 – 27580055 / 44
www.abctechnolab.com
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Table of Content
CHAPTER 1 ...................................................................................................................................................................................... 6
EXECUTIVE SUMMARY .............................................................................................................................................................. 6
CHAPTER 2 ...................................................................................................................................................................................... 8
IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ......................................................................................... 8
2.1 IDENTIFICATION OF PROJECT: ................................................................................................................................................ 8
2.1.1 Details of the Proponent ............................................................................................................................................. 8
2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT .................................................................................................................. 9
2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY OR REGION ...................................................................... 10
2.4 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ........................................................................ 11
CHAPTER 3 .................................................................................................................................................................................... 12
PROJECT DESCRIPTION ........................................................................................................................................................... 12
3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ....................................................... 12
3.2 LOCATION ........................................................................................................................................................................... 12
3.3 ENVIRONMENTAL SETTINGS .................................................................................................................................................... 16
3.4 DETAILS OF ALTERNATIVE SITE ............................................................................................................................................... 17
3.5 SIZE AND MAGNITUDE OF PROJECT .......................................................................................................................................... 17
3.6 PROJECT DESCRIPTION WITH PROCESS DETAILS ....................................................................................................................... 17
3.7 RAW MATERIAL REQUIREMENT: .............................................................................................................................................. 19
3.8 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE PROJECT, IF ANY: ....................................................... 19
3.9 AVAILABILITY OF WATER ITS SOURCE, ENERGY/ POWER REQUIREMENT AND SOURCE ............................................................. 19
3.9.1 Water requirement .......................................................................................................................................................... 19
3.9.2 Power Requirement ........................................................................................................................................................ 19
CHAPTER 4 .................................................................................................................................................................................... 21
SITE ANALYSIS ............................................................................................................................................................................ 21
4.1 SITE CONNECTIVITY ............................................................................................................................................................ 21
4.2 LANDFORM, LAND USE AND LAND OWNERSHIP ..................................................................................................................... 23
4.3 TOPOGRAPHY .......................................................................................................................................................................... 23
4.4 EXISTING LAND USE PATTERN ................................................................................................................................................ 23
4.5 CLIMATE AND RAINFALL ........................................................................................................................................................ 23
4.6 SOCIAL INFRASTRUCTURE AVAILABLE ................................................................................................................................... 23
CHAPTER 5 .................................................................................................................................................................................... 24
PLANNING BRIEF ........................................................................................................................................................................ 24
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5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, AND TRANSPORTATION ETC.) TOWN AND COUNTRY
PLANNING/DEVELOPMENT AUTHORITY CLASSIFICATION ............................................................................................................. 24
5.2 POPULATION PROJECTION ....................................................................................................................................................... 24
5.3 LAND USE PLANNING .............................................................................................................................................................. 24
5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL) ..................................................................................... 24
CHAPTER 6 .................................................................................................................................................................................... 25
PROPOSED INFRASTRUCTURE ............................................................................................................................................... 25
6.1 PLANNING BRIEF ..................................................................................................................................................................... 25
6.2 GREEN BELT ........................................................................................................................................................................... 25
6.3 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD / RAIL / METRO / WATER WAYS ETC.) ............................................ 25
6.4 DRINKING WATER MANAGEMENT .......................................................................................................................................... 25
6.5 SEWERAGE SYSTEM ................................................................................................................................................................ 25
6.6 INDUSTRIAL WASTE MANAGEMENT........................................................................................................................................ 25
6.7 SOLID WASTE MANAGEMENT ................................................................................................................................................. 25
6.8 POWER REQUIREMENT & SUPPLY/SOURCE ............................................................................................................................. 26
CHAPTER 7 .................................................................................................................................................................................... 27
REHABILITATION AND RESETTLEMENT (R&R) PLAN ................................................................................................... 27
CHAPTER 8 .................................................................................................................................................................................... 28
PROJECT SCHEDULE & COST ESTIMATES ......................................................................................................................... 28
CHAPTER 9 .................................................................................................................................................................................... 29
ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS).............................................................................................. 29
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Table of figures:
Sr.no. Particulars Page no.
3.1 Location
Map.............................................................................................................
11
3.2 500 m radius satellite
image..............................................................................
12
3.3 10 Km radius satellite
image..............................................................................
13
3.4 Process flow dig.
4.1 Site connectivity
map............................................................................................
17
Table of tables:
Sr.no. Particulars Page
no.
2.1 Details of the Project
Proponent......................................................................
8
2.2 Employment generation
details.......................................................................
9
3.1 Landuse and break up
details...........................................................................
10
3.2 Environment settings of the project............................................................... 14
3.4 Raw material
requirement.................................................................................
15
3.4 Fresh water
requirement...................................................................................
15
3.6 Power 16
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requirement...............................................................................................
3.7 D.G Set
details...........................................................................................................
16
4.1 Connectivity
details...............................................................................................
16
8.1 Cost
estimates..........................................................................................................
22
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CHAPTER 1
EXECUTIVE SUMMARY
SALIENT FEATURES OF THE PROJECT
LOCATION 18°35'41.08"N
74° 5'49.66"E
LAND AREA Gut No: 493 – 1,99,000.00 m2 (Project Plot Area)
Gut No: 64 pt. – 1,99,000.00 m2 (Compensatory
Afforestation/ Green Belt)
SCREENING CATEGORY 7(i) Common Municipal Waste Management Facility
PROJECT PROFILE The Pune Municipal Corporation generates Municipal
Solid Waste (MWS) to the tune of 1700 TPD, for
efficient management of the same along with the
existing waste management facilities the Pune Municipal
Corporation has proposed 700 TPD capacity waste to
energy plant for municipal waste management at Pimpri
Sandas.
COST OF THE PROJECT Rs. 98.1 cr
RESOURCE REQUIREMENT
SOURCE & QUANTITY OF
WATER
Sr. Phase Quantity Source
1. Construction 30 m3/day PMC/Pvt.
Tanker Water
Suppliers
2. Operational 50 m3/day PMC/Pvt.
Tanker Water
Suppliers
POWER
Sr. Power Capacity Source Fuel
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requirement type &
Quantity
1. Electricity 4 MW MSEDCL -
2. DG set 500
KVA
Local
Vendor
HSD
MAN POWER Construction Phase: 72
Operation phase: 84
ENVIRONMENTAL MANAGEMENT SYSTEM
EFFLUENT TREATMENT
SCHEME
The project is for 700 TPD Municipal Waste
Management plant, a Leachate/Effluent treatment plant
60 m3 capacity will be set up to treat the leachate and
effluent generated.
FLUE GAS EMISSION Flue gas emissions will be due to occasional use of D.G
set during power failure only
HAZARDOUS WASTE
Sr.
No.
Hazardous
waste
Quantity Disposal
1. ETP sludge 6 Kg/day CHWTSDF
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CHAPTER 2
IDENTIFICATION OF PROJECT AND PROJECT PROPONENT
2.1 Identification of project:
Pune is one of the largest cites in Maharashtra with the responsibility of providing basic civic services like
roads, water supply & sewerage, health & sanitation, storm water and solid waste disposal etc. Rapid
urbanization coupled with un-precedent growth of the city in last two decades has created a challenge
for PMC to provide the basic services including solid waste management.
About 1,000,000 households, 300,000 commercial establishments, 1990 km of roads of various types, drains
of about 382 km length, 7,400 hotels and restaurants, 2,000 hospitals, clinics, nursing homes and allied
health service establishments, 1,000 educational institutions, 200 parks, gardens and recreational grounds,
1,000 religious places generate over 1700 tons of solid waste per day in the city
PMC with an area of 243.84 km2, generating about 1700 TPD of solid waste, needs to provide immediate
attention for managing the waste generated in the city.
It is estimated that at the 2013 -14 year, with estimated population of about 4 million, the waste generation
would reach about 1900 TPD. This would go up to over 6,000 TPD for the project year 2043 (30 year
hence).With the resources available fully deployed at the present level and waste collection barely touching
60%, it is imperative to augment the existing fleet and manpower for efficient collection and disposal of the
waste.
Hence, specific proposals are being made for processing the municipal solid waste. These also include
this 700 TPD waste to energy facility.
It is estimated that out of about 1900 TPD waste generated, the residual waste of about 700 TPD only will
go to the plant.
2.1.1 Details of the Proponent
The details of project proponent are following:
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Table 2.1: Details of the project proponent.
NAME OF THE APPLICANT Pune Municipal Corporation (SWM
Department)
NAME & ADDRESS Pune Municpal Corporation (SWM
Department), PMC Building Nr. Mangala
Theatre, Shivaji Nagar, Pune – 411005,
Maharashtra.
STATUS OF THE PROJECT Proposed 700 TPD Municipal Waste
Management Facility with scientific closure
and Leachate treatment plant
2.2 Brief description of nature of the project
Quantification of Municipal Solid Waste generated at PMC was carried out separately for different sources
of generation such as residential, commercial, institutional, street sweeping and drain cleaning, markets,
function halls, cinema halls etc. It is estimated that at the 2013 -14 year, with estimated population of about
4 million, the waste generation has reached to 1900 TPD. This would go up to over 6,000 TPD for the
project year 2043 (30 year hence).With the resources available fully deployed at the present level and waste
collection barely touching 60%, it is imperative to augment the existing fleet and manpower for efficient
collection and disposal of the waste.
The main objectives of Solid Waste Management is to improve the collection efficiency and reduce the
quantity of solid waste disposal off on land by recovery of materials, by producing manure and energy from
solid waste.
For this a 700 TPD Municipal Solid Waste management facility is being proposed. This facility will consist
of a waste to energy plant.
Following are the Processes Technology used for processing the MSW.
1) Preliminary Sorting & Segregation of MSW received at the site.
The pre weighed MSW will be received at the Receipt Bay of the Receiving Shed. Physical sorting
of larger size material shall be done here. Tailor made material handling system will be designed for
pre treatment section. Manual sorting facility is followed by MARUT drum. MARUT drum is
specially developed and designed equipment for processing of raw MSW to facilitate segregate of
organics from other material.
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2) Biological processing:
The appropriate quantity of steam, water and recycle residue will added to the mixer and then
mixture will be pass over to digester. The biogas generated in digester is collected in gas holder
through pipes.
3) Electricity Generation:
The gas stored in the gas holders will be at pressure of 20 ±5 milli bar. It will be fed to the inlet of
the gas engines to generate electricity. Necessary utilities, basic safety requirements and
instrumentation are considered for proper operation, monitoring and control of the plant
performance.
4) Disposal of Remaining inerts in Sanitary Landfill:
The High CV material (plastics etc) separated in the plant will be collected in designated area and
shall be utilized for RDF production. Other recyclable material like ferrous material etc will be sold
to recycling agency. Remaining inerts will be handed over to PMC for scientific land filling.
5) Control Measures to prevent percolation of leachate.
MSW will be processed as it get received , so there will not be stacking of the material, even though
there will be effective leachate collection system which will allow percolated leachate to ETP
through leachate drains.
The details mentioned in the report like land use break up, manpower requirement, water consumption
detail, power requirement, raw materials etc may change in accordance to the technique chosen by Pune
Municipal Corporation for the Municipal Solid Waste Management.
2.3 Need for the project and its importance to the country or region
Rapid urbanization in the last few decades has led to significant increase in municipal solid waste
generation in India. Municipal Solid Waste Management (MSWM) has always been a great challenge to
the ULBs in India.
Similar is the case in Pune metropolitan city which has witnessed rapid urbanization in the past decade &
has become a commercial & educational hub. With an approximate population of about 4 million the
waste generation is about 1900 TPD for efficient management of this waste the Pune Municipal
Corporation along with other projects has proposed to set up 700 TPD Municipal Solid Waste
Management facilities at Pimpri Sandas. The proposed project will help to cater the need of ever
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increasing municipal waste, since the proposed plant project will be built taking into considerations of the
initiatives taken by the PMC that would meet the city's needs for the future.
2.4 Employment generation (direct and indirect) due to the project
The Proposed project will provide direct employment to 72 persons per day during construction & 83
operational phase. Local workers will be hired from the nearby villages.
Table 2. 1 Employment generation details
Sr. No. Particulars Skilled
Labour
Unskilled
Labour Supervisors Total No.
1 Construction Phase 7 60 5 72
2 Operation Phase 58 19 6 83
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CHAPTER 3
PROJECT DESCRIPTION
3.1 Type of project including interlinked and interdependent projects, if any
This project is proposed for proper disposal of municipal solid waste collected by Pune Municipal
Corporation. The Common Municipal Solid Waste Management Facility (CMSWMF) is listed at serial no.
7(i), of the Schedule of EIA Notification 2006 and falls under Category B. The project is not interlinked
with any other project.
3.2 Location
The proposed project is situated at Pimpri Sandas. The location details are mentioned below:-
Latitude: 18°35'41.08"N
Longitude: 74° 5'49.66"E
Gut No: 493
Location map is given in Figure 3.1 & land use break up details given in Table 3.1.
Table 3. 1 Land use break up details
S. No. Particulars Unit Area
(m2)
% of Total Plot
Area (1,99,000 m2)
Gut no.
1 Admin block 150.0 0.075
Gut no. 493
2 Internal Road 5,210.0 2.61
3 Green Belt 1,425.0 0.7
4 Open Space 10,687.0 5.37
5 Process Area 5,746.0 2.88
Total 23,218.0 11.66
Total Plot Area 1,99,000 100
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Figure3. 1: Project location
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Figure 3. 2 - 500 m Radius Satellite Image
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Figure 3. 3 – 10 Km radius satellite image
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3.3 Environmental settings
Table 3. 2 Environmental Settings of the project site
Sl. No. Particulars Details
1 Latitude 18° 35.733'N
2 Longitude 74° 6.006'E
3 Site Elevation above MSL 590 m
4 Topography The project influenced study area is mostly undulating
terrain.
5 Present land use at the site Reserved Forest
6 Nearest highway The project site is connected by Kesanand – Rahu Road,
0.45 km from the project site
7 Nearest railway station Uruli Kanchan – 11.7 km from the project site
8 Nearest airport Hadapsar Airport – 19.6 km
9 Nearest town / city Pimpri Sandas – 3.15 km from the project site
10 Water body Bhima River - 3.7 km (N)
Mula – Mutha River 6.2 (SSE)
Pushp Nagari Reservior - 9.3 km (W)
12 Hills / valleys Nil in 10 km radial study area
13 Archaeologically important
places
Nil in 10 km radial study area
14 National parks / Wildlife
Sanctuaries
Nil in 10 km radial study area
15 Reserved / Protected Forests The proposed project will be coming on Reserved Forest
for which NOC from MoEF & CC & Pune Forest Division
has been obtained.
16 Defense Installations Nil in 10 km radial study area
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3.4 Details of alternative site
No alternative site has been considered for the project
3.5 Size and magnitude of project
Around 1900 TPD of Municipal Solid Waste is generated in Pune. To curb the ever increasing waste
quantity a Municipal Waste Management facility is proposed of 700 TPD capacities. The facility will consist
of a waste to energy plant.
3.6 Project description with process details
The Municipal Solid Waste collected from various parts of Pune will be brought to Pimpri Sandas site for
treatments to convert the waste into useful energy. The technique discussed below will be used for
management of Municipal Solid Waste.
The MSW received at the site is mixed, uneven in size and constitution; therefore it requires
preliminarily sorting and segregation prior to further treatment and digestion.
In receiving section involves to and fro movement of MSW carrying trucks, compactors and
unloading the MSW at Receiving Shed.
The MSW received at plant is either accepted or rejected after visual and physical examination at
platforms located near to the Weigh Bridge Room before sending it to further section.
The pre weighed MSW is received at the Receipt Bay of the Receiving Shed. Physical sorting of
larger size material shall be done here
Tailor made material handling system will be designed for pre treatment section. Manual sorting
facility will be followed by MARUT drum. MARUT drum is specially developed and designed
equipment for processing of raw MSW to facilitate segregate of organics from other material.
From Buffer tank, the feed will be taken to digesters via individual streams. The appropriate quantity
of steam, water and recycle residue will be added to the mixer and then mixture will be pass over to
digester.
The biogas generated in digester is collected in gas holder through pipes. The biogas will be passed
through Scrubber to remove H2S content, if the percentage is more. The post treatment section will
be employed after digestion section. In this stage, digestate are converted into an appropriate soil
conditioner through aerobic maturation.
The gas stored in the gas holders will be at pressure of 20±5milli bar. It will be then fed to the inlet
of the gas engines to generate electricity. Necessary utilities, basic safety requirements and
instrumentation are considered for proper operation, monitoring and control of the plant
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performance.
The High CV material (plastics etc) separated in the plant will be collected in designated area and
shall be utilized for RDF production.
Control Measure to prevent percolation of leachate:
MSW will be processed as it get received , so there will not be stacking of the material, even though
there will be effective leachate collection system which will allow percolated leachate to ETP
through leachate drains.
Fig. 3.4 Process Flow diagram
TREATED
WATER
Process water/
leachate
Process water
& steam
MECHANICAL
SEGREGATION
SLUDGE AS
FERTILISER
DIGESTED
SLUDGE
ANAEROBIC
DIGESTION
BIO-GAS
ELECTRICITY
GENERATION
BIO-GAS
ENGINES
SOLID - LIQUID
SEPARATION
INERTS
MUNICIPAL SOLID
WASTE AT
RECEIVING SHED
PRE
TREATMENT
FERROUS
PLASTICS
ETP
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3.7 Raw material requirement:
Table 3. 4- Raw Material Requirement
Sr. No. Particulars Storage Quantity
1 MSW 700 TPD
2 Water 186 m3/day
3.8 Resource optimization/ recycling and reuse envisaged in the project, if any:
The 4 m3/day will be reused for landfill process & green belt development.
3.9 Availability of water its source, energy/ power requirement and source
3.9.1 Water requirement
Fresh water requirement for proposed project is given below
Table 3. 5- Fresh Water Requirement
S. No Details Proposed water
consumption(m3/day)
1. Construction phase 30
2. Operational phase 56
Water will be sourced through Pune Municipal Corporation. There will be a requirement of 56 m3
/ day of
fresh water.
3.9.2 Power Requirement
Power requirement and source of power for proposed project is given below in table 3.8. Details of DG sets
given in table 3.9
Table 3. 6- Power Requirement
S. No. Particulars Source Proposed power
requirement (MW)
1 Electricity MSEDCL 4
Table 3. 73- DG sets details
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No. of DG Sets Capacity of DG Set Height of Stack Fuel Used &
Quantity
1 500 3.5 m from the roof of
the highest point of
the establishment
HSD - 75 l/hr
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CHAPTER 4
SITE ANALYSIS
4.1 Site Connectivity
Table 4.1-Connectivity details
Connectivity
Nearest Railway Station Uruli Kanchan Railway station-11.7 km
Nearest Airport Hadapsar Airport – 19.6 km
Nearest Highway Kesanand – Rahu Road, 0.45 km from the
project site
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Figure 4. 1 –Site connectivity Map
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4.2 Landform, Land Use And Land Ownership
The proposed project is coming on reserved forest land which prevails scrub vegetation & currently is in the
custody of project proponent viz. Pune Municipal Corporation.
4.3 Topography
The 10 km radial distance study area is mostly flat in nature.
4.4 Existing Land Use Pattern
The project is coming on reserved forest area which prevails scrub vegetation whereas the study area has
multiple land use classes viz. Agriculture, Human settlement, Industrial, Stone Quarries.
4.5 Climate And Rainfall
The climate of the city is mild. Average temperatures range between 11° C and 44° C. The southwest
monsoons bring rain to this area between June and October. The total rainfall received by the city in
each year between 1985 and 2009 is given in Table No. 2.1. The average rainfall in Pune during this
period varied between 661 mm. and 669 mm. per year. The variation in the rainfall can be observed,
with rainfall much above the average in 1991, 2005 and 2006, and drought in 2000 and 2001 (GoM,
District Socio-Economic Reviews, Pune District, 1985 to 2010).
4.6 Social Infrastructure Available
The majority of the necessary infrastructure required for the proposed project viz. connecting roads, water
availability etc. have been developed by the Pune Municipal Corporation.
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CHAPTER 5
PLANNING BRIEF
5.1 Planning Concept (Type Of Industries, Facilities, And Transportation Etc.) Town
And Country Planning/Development Authority Classification
The proposed waste to energy facility is proposed for the management of municipal solid waste generated
within the limits of Pune Municipal Corporation.
5.2 Population Projection
The project will employ mostly workers from nearby villages. There will not be any increase in population
due to the project.
5.3 Land Use Planning
The open space inside the project area will suitably landscaped with native vegetation. Green Belt area will
be developed as per the CPCB guidelines. The land use break up is as given below:
5.4 Assessment Of Infrastructure Demand (Physical & Social)
All facilities / amenities like medical, educational, housing, transportation, communication, shopping etc are
available nearby places. Since, local workers will be employed for this purpose therefore; no long term
infrastructure will be required.
S. No. Particulars Unit Area
(m2)
% of Total Plot
Area (1,99,000 m2)
Gut no.
1 Admin block 150.0 0.075
Gut no. 493
2 Internal Road 5,210.0 2.61
3 Green Belt 1,425.0 0.7
4 Open Space 10,687.0 5.37
5 Process Area 5,746.0 2.88
Total 23,218.0 11.66
Total Plot Area 1,99,000 100
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CHAPTER 6
PROPOSED INFRASTRUCTURE
6.1 Planning Brief
The proposed project will be facilitated in the 1,99,000 m2 of land at Gut no. 493 in the Pimpri Sandas
village, Pune District. The land use break-up showing the proposed activities is given in Table 3.1. All
required amenities and facilities will be made available in the plant itself. The site layout showing plant and
other amenities is furnished as Annexure II.
6.2 Green Belt
Green belt will be developed according to CPCB guidelines. Native plants having higher Air Pollution
Tolerance Index (APTI) will be planted. As the project is being constructed on a forest land, a
compensatory afforestation will be taken up over 1, 99,000 m2 non forest land (Gut no.64 pt) Village-
Tulapur, Tal-Haveli, District- Pune. It will be of a mix of local indigenous species and monoculture of
species will be avoided.
6.3 Connectivity (Traffic and Transportation Road / Rail / Metro / Water Ways Etc.)
The project site & surrounding are well connected by local road network. The project site is accessible
through the Kesnand – Rahu road. The project location (Pimpri Sandas) is also accessible from train. The
nearest railway station (Uruli Kanchan) is approximately 11.7 km from the project site.
6.4 Drinking Water Management
The quantity of drinking water required during construction & project operational phase will be around 6
m3/day& 12 m
3/day respectively, which will be sourced from Pune Municipal Corporation (PMC).
6.5 Sewerage System
The domestic sewage generated during the operational phase will be treated in the Leachate/Effluent
treatment plant.
6.6 Industrial Waste Management
Sludge generated and it will be disposed at MPCB authorized Ranjangaon- CHWTSDF,
6.7 Solid Waste Management
The operation of 700 TPD will involve a workforce of around 30 member staff, the solid waste generated
will be disposed through local body (PMC).
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6.8 Power Requirement & Supply/Source
Power requirement for proposed project is 4 MW which will be sourced through MSEDCL, Maharashtra
State Electricity Distribution Co. Ltd & for emergency during power failure 1 DG set of 500 KVA will be
used.
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CHAPTER 7
REHABILITATION AND RESETTLEMENT (R&R) PLAN
The proposed project will be coming at Pimpri Sandas village, on the plot no. 493 which is under the
possession of the project proponent viz. Pune Municipal Corporation (PMC). Hence no rehabilitation &
resettlement issues are envisaged & do not apply.
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CHAPTER 8
PROJECT SCHEDULE & COST ESTIMATES
The total cost of project is estimated about Rs. 980,105,835
Table no. 8.1- Cost estimates
Cost for Pune 700 TPD WTE
Particulars Cost (INR)
Plant and Machinery 704,174,070
Civil, building and land development 275,931,765
Total cost 980,105,835
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CHAPTER 9
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.
It is estimated that due to continuous increasing population & developmental activities there is urgent need
for scientific management of municipal solid waste. The proposed project has been designed keeping in
view the waste generation scenarios 30 years (2043) after which would be approximately 6000 TPD.
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Annexure – I
Land Transfer Documents
(MoEF&CC Clearance)
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(DCF, Pune Forest Division Clearance)
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Annexure – II
Conceptual Plan
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Annexure – III
List of Equipments to be used
Sr.No. Description Total qty
Receiving
1 Weigh Bridge (WB-01 A/B) 2.00
2 Leachate pump (LP-01) (LP-02) 2.00
3 Tractor with Loader attachment 2.00
4 EOT-01 A/B 1.00
Pre treatment
1 Grizzly Screen GS-01 A/B, GS-02 A/B, GS-03 A/B 6.00
2 Apron Conveyor (AC-01 A/B) 2.00
3 Belt Conveyor (BC-01 A/B) Underflow of GS-01 A/B , GS-02 A/B, GS-03 A/B 2.00
4 Belt Conveyor(BC-02) Reject Conveyor of GS-01 A/B , GS-02 A/B, GS-03 A/B 1.00
5 Rotary Screen (RS-01 A/B) 2.00
6 Belt Conveyor (BC-03 1.00
7 Belt Conveyor (BC-04 A/B) 2.00
8 Magnetic Separator (MS-01 A/B) 2.00
9 Apron Conveyor (AC-02 A/B) after magnetic separation 2.00
10
Rotary Screen (RS-02A/B) 100 mm
2.00
11 Belt Conveyor (BC-05) 1.00
12 Rotary Screen (RS-03 1.00
13 Belt Conveyor (BC-06) 1.00
14 Belt Conveyor (BC-07) 1.00
15 Belt Conveyor (BC-08 A/B) 2.00
16 Belt Conveyor (BC-09 A/B) feed to MSP 2.00
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17 Belt Conveyor (BC-10 A/B) MSP 2.00
18 Apron Conveyor (AC-03A/B 2.00
19 Shredder (SH-01A/B) 2.00
20 Belt Conveyor (BC-11 A/B) 2.00
21 Ballistic Separator (BS-01 A/B) 2.00
22 Apron Conveyor AC-04 A/B 2.00
23 Marut Drum (MD-01 A/B) 2.00
24 Belt Conveyor (BC-12 1.00
25 Belt Conveyor (BC-13 A/B) MD-01 A/B) 2.00
26 Magnetic Separator (MS-02 A/B) 2.00
27 Apron Conveyor (AC-05 A/B) 2.00
28 Grinder (GR-01A/B) 2.00
29 Belt conveyor (BC-14A/B) 2.00
30 Apron Conveyor (AC-06) 1.00
31 Belt Conveyor (BC-15 A/B) 2.00
Digestion
1 Screw Conveyor (SC-01 A/B) 2.00
2 Blender System (BLT-01 A/B) 2.00
3 Recycle Pump (PP-02 A/B) 4.00
4 Vacuum Pump (VP-01 A/B) 4.00
5 Pump feed (PP-01 A/B) 3.00
6 Feed Pump (FP-01 A/B) 3.00
7 Side entry Agitator (AG-01/02/03 A) (AG-01/02/03 B) 6.00
8 Biogas Flare (FL-01) 1.00
9 Biogas mixing Compressor (BMC-01 A/B) 3.00
10 Recycle Conveyor (SC-02 A/B) 2.00
11 Macerator 4.00
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12 Peristaltic Pumps 8.00
13 Digester Composite material
Post treatment
1 Disposal Pump (PP-03 A/B) 2.00
2 Vacuum Pump (VP-02 A/B) 2.00
3 Disposal Conveyor (SC-03 A/B) 2.00
4 PCP ( PCP-01 A/B) 2.00
5 Screw Press (SP-01 A/B or FP-01 A/B) 2.00
6 Belt Conveyor (BC-16) 1.00
7 Belt Conveyor (BC-17) 1.00
8.1 Press water Pump (PrP-01) (PrP-02) 2.00
8.2 Press water Pump (PrP-01) (PrP-02) 2.00
9 Poly Dosing Pumps (PD-01 ) (PD-02) 2.00
10 top entry agitator for ibt (AG-03) 1.00
11 Poly agitator (AG-04) 1.00
12 Hot Air Blower (BL-01-14) 6.00
13 Shredder (SH-02) 1.00
14 Rotary Screen (RS-04 ) 1.00
15 Auto feeder (AF-01) 1.00
16 Belt Conveyor(BC-18-19-20) 3.00
17 Bagging machine (BM-01) 1.00
18 EOT -02 1.00
19 Polyelectrolyte Dosing Tank 2.00
Power Generation
1 Biogas Holder (GH-01 A/B) 2.00
2 Biogas Scrubber (SR-01) 1.00
3 Power island 4.00
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Common
1 RDF Plant 1.00
2 Piping (Incl. PRV, VRV, FA, RD, Blinds) (incl macerator piping and valves) LOT
3 Fabrication LOT
4 UGSR water pump (GP-01) (GP-02) 2.00
5 tractor trolley 2.00
6 handcart 20.00
7
R.O. Plant System (RO-01)
1.00
8 ETP System 1.00
9 Fire fighting systems 1.00
10 workshop equipments LOT
11 Lab LOT
12 Weighing Scale 1.00
13 Weighing Scale 2.00