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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)

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Tamil Nadu, India.

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Navi Mumbai – 400614, Maharashtra. India

Tel: 022 – 27580055 / 44

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http://www.abctechnolab.com/

mailto:[email protected]

Pre Feasibility Report 700 TPD Municipal Waste Management Facility Project

2

ABC TECHNO LABS INDIA PVT. LTD.

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


3


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


4


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


5


requirement...............................................................................................

3.7 D.G Set

details...........................................................................................................

16

4.1 Connectivity

details...............................................................................................

16

8.1 Cost

estimates..........................................................................................................

22


6


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


7


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


8


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:


9


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.


10


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


11


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


12


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


13


Figure3. 1: Project location


14


Figure 3. 2 - 500 m Radius Satellite Image


15


Figure 3. 3 – 10 Km radius satellite image


16


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


17


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


18


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


19


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


20


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


21


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


22


Figure 4. 1 –Site connectivity Map


23


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.


24


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


25


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).


26


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.


27


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.


28


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


29


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.


30


Annexure – I

Land Transfer Documents

(MoEF&CC Clearance)


31



32



33



34


(DCF, Pune Forest Division Clearance)


35



36



37



38


Annexure – II

Conceptual Plan


39


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




16 Belt Conveyor (BC-09 A/B) feed to MSP 2.00


40


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


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


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



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

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