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Rollz Material Handling SystemsPvt Ltd

2017

DETAILED PROJECT REPORTMUNICIPAL SOLID WASTE MANAGEMENTMUNICIPAL COUNCIL - PALI,RAJASTHAN

212, 212A, JYOTI SHIKHAR TOWER, DISTRICT CENTRE, JANAKPURI, NEW DELHI-58

Rollz Material Handling SystemsTechnical Proposal for Waste Management

Pali, Rajasthan

DETAILED PROJECT REPORT

MUNICIPAL SOLID WASTE MANAGEMNT

PALI, RAJASTHAN

Developer:

Rollz Material Handling Systems Pvt. Ltd.


Pali, Rajasthan



PALI, RAJASTHAN

Developer:



Pali, Rajasthan



PALI, RAJASTHAN

Developer:



Pali, Rajasthan

CONTENTS

1 EXECUTIVE SUMMARY ..........................................................................................................................................4

1.1 Background of The Project ........................................................................................................................

1.2 Project at a Glance ....................................................................................................................................

1.3 Project Risk & Mitigation ..........................................................................................................................

1.4 Project Implementation & Schedule ........................................................................................................

2 PROMOTERS PROFILE............................................................................................................................................8

2.1 Rollz Material Handling Systems Pvt. Ltd. (RMHS) ..................................................................................

2.2 Krishi Rasayan Private Limited..................................................................................................................

3 PROJECT RATIONALE .............................................................................................................................................9

3.1 Introduction...............................................................................................................................................

3.2 Fiscal Benefits for Waste Processing Projects ..........................................................................................

3.3 Situational Overview of Bhilwara ............................................................................................................

4 PROJECT LOCATION .............................................................................................................................................11

4.1 Site Location ..............................................................................................................................................

4.2 Permits & Clearances ................................................................................................................................

5 RESOURCE ASSESMENT .......................................................................................................................................12

5.1 Availability of Waste...........................................................................................................................

6 TECHNOLOGY ASSESMENT – MSW PROCESSING PLANT ...................................................................................13

6.1 Macro Perspective.....................................................................................................................................

6.2 Processing & Disposal Technologies .........................................................................................................

6.3 MSW Processing ........................................................................................................................................

6.4 Energy recovery from RDF ........................................................................................................................

7 PROJECT CONFIGURATION – MSW PROCESSING PLANT ...................................................................................15

7.1 Design Considerations...............................................................................................................................

7.2 Proposed Scheme ......................................................................................................................................

7.3 Key features and requirements of composting ........................................................................................

7.4 Process Scheme .........................................................................................................................................

7.5 Detailed Description..................................................................................................................................

7.6 Leachate treatment plant .........................................................................................................................

7.7 Sanitary landfill for rejects ........................................................................................................................


Pali, Rajasthan

CONTENTS










3.1 Introduction...............................................................................................................................................




4.1 Site Location ..............................................................................................................................................







6.3 MSW Processing ........................................................................................................................................




7.2 Proposed Scheme ......................................................................................................................................


7.4 Process Scheme .........................................................................................................................................





Pali, Rajasthan

CONTENTS










3.1 Introduction...............................................................................................................................................




4.1 Site Location ..............................................................................................................................................







6.3 MSW Processing ........................................................................................................................................




7.2 Proposed Scheme ......................................................................................................................................


7.4 Process Scheme .........................................................................................................................................





Pali, Rajasthan

8 PLANT LAYOUT ................................................................................................................................................2422

8.1 Plant Layout........................................................................................................................................

9 PRODUCT RECOVERY...........................................................................................................................................25

9.1 Material balance .......................................................................................................................................

9.2 Product recovery Plant machinery ...........................................................................................................

9.3 Water Requirement ..................................................................................................................................

9.4 Electricity Requirement.............................................................................................................................

9.5 Product quality and composition .............................................................................................................

9.6 Leachate Treatment Plant.........................................................................................................................

10 PROJECT COST .....................................................................................................................................................28

10.1 Cost break up with equipment list ......................................................................................................

11 FINANCIAL SUMMARY.........................................................................................................................................30

11.1 Revenue Assumptions...............................................................................................................................

11.2 Financial Summary ....................................................................................................................................

12 ENVIRONMENT-HEALTH SAFTEY & SOCIAL MANAGEMENT ..............................................................................32

12.1 Health & safety..........................................................................................................................................

12.2 Environment Management Plan (EMP) ................................................................................................34

13 PROJECT IMPLEMENTATION STRATEGY .............................................................................................................36

13.1 Cost control ...............................................................................................................................................

13.2 Managing design & construction quality..................................................................................................

14 ORGANISATION ...................................................................................................................................................37

14.1 Organization for project implementation ................................................................................................

14.2 O&M organization .....................................................................................................................................


Pali, Rajasthan

8 PLANT LAYOUT ................................................................................................................................................2422

8.1 Plant Layout........................................................................................................................................








10 PROJECT COST .....................................................................................................................................................28






12.1 Health & safety..........................................................................................................................................



13.1 Cost control ...............................................................................................................................................


14 ORGANISATION ...................................................................................................................................................37


14.2 O&M organization .....................................................................................................................................


Pali, Rajasthan

8 PLANT LAYOUT ................................................................................................................................................2422

8.1 Plant Layout........................................................................................................................................








10 PROJECT COST .....................................................................................................................................................28






12.1 Health & safety..........................................................................................................................................



13.1 Cost control ...............................................................................................................................................


14 ORGANISATION ...................................................................................................................................................37


14.2 O&M organization .....................................................................................................................................


Pali, Rajasthan

1 EXECUTIVE SUMMARY

1.1 Background of The ProjectThe Ministry of Environment & Forest (MoEF), Government of India had formulated MSW rule 2000

and updated in 2016 as SWM Rules 2016. These rules are formulated for collection, storage,

transportation, sorting and segregation, processing and disposal of municipal solid wastes as per the

rules. This mandates municipalities and Urban Local Bodies (ULBs) for implementation of Solid

Waste Management (SWM) rules and development of infrastructure for collection, storage,

segregation, transportation and other activities related to SWM services. Accordingly, the ULBs have

to perform their obligation by implementation of the provisions of the SWM rules in their respective

areas of jurisdiction in order to protect the environment and public health of their citizens and

public in general.

Swachh Bharat Mission (the “SBM”) program was launched under the Ministry of Urban

Development, Government of India to undertake reforms and facilitate investments in the urban

sector of identified cities. Pali Municipal Corporation has proposed implementation of Municipal

Solid Waste (MSW) management adopting composting & Refused Derived Fuel (RDF) technology

with Sanitary Landfill. The project is being developed on a Design, Build, Finance, Operate and

Transfer (DBFOT) basis for converting MSW to compost & RDF.

Rollz Material Handling Systems Pvt. Ltd participated in the competitive bidding process carried out

by Rajasthan Government and succeeded in winning the bid for Bharatpur. The concession period

(the “Concession Period”) for this project is for a term of 30 years including construction and

implementation of the project. This detailed project report has been prepared for development of

MSW Processing Facility at Bharatpur, Rajasthan.

For implementation of the project the following steps are scheduled immediately:

Signing of the concession agreement

Site clearances

Basic engineering and configuration of the project


Pali, Rajasthan

1 EXECUTIVE SUMMARY









public in general.














Site clearances



Pali, Rajasthan

1 EXECUTIVE SUMMARY









public in general.














Site clearances



Pali, Rajasthan

1.2 Project at a GlanceProject location: Pali, Rajasthan

Proposed process: Composting & RDF production with Sanitary Landfill

Capacity: 95 TPD

Project cost: 12.62 Crores

Viability Gap Funding (VGF) Grant: 11 Crores

1.3 Project Risk & MitigationVarious risks associated with the project have been identified and analyzed. The project is highly

sensitive to variation in capital cost, change in MSW availability and Change in price of RDF &

compost. Medium sensitive to change in O&M costs. The PLF would be impacted mainly by

availability of adequate quantity of MSW.

The cost of the project has been determined taking into account adequate margin for capacity as

well unit price for critical equipment. An aggressive marketing team shall be deployed for selling of

RDF & compost. Also to control the price fluctuation, quality of both RDF & compost shall be

constantly monitored.


Pali, Rajasthan



Capacity: 95 TPD












Pali, Rajasthan



Capacity: 95 TPD












Pali, Rajasthan

1.4 Project Implementation & ScheduleThe project commissioning has been targeted within 18months after date of issue of Work Order

(December, 2016 to April, 18) under 4 stages (Stage – 1, 2, 3, 4)

1- Stage – 1 – 6 Months




S. No Activity Stage/Phase

1 Complete Design and Engineering

1

2 DPR Submission3 Complete Topography Survey, Soil Testing4 EC documents Submission5 Complete Building Renovation/ Repairing6 Complete Shed Renovation/ Repairing7 Complete Staff Office Repairing/ Renovation8 Complete Weigh Bridge office Repairing/ Renovation9 Complete Dismentaling & Shifting of Existing Plant Machineries

10 Complete Boundary wall (New/ Repairing) for the land alotted on Lease11 Complete Site Levelling/ Site Development12 Complete Tipping Floor Rewamping work13 Complete SLF excavation work14 Complete Supply of Feed Hopper

2

15 Complete Supply of Belt Conveyors16 Complete Supply of Tromels17 Complete Supply of Shreader18 Complete supply of Briquetting machine19 Complete Supply of Ballastic Separator20 Complete Supply of Suspension Magnet21 Complete Supply of Grab Crane22 Complete Supply of Crusher23 Complete Repairing of Weigh Bridge24 Complete Supply of Hoists25 Obtaining Consent to Establish

3

26 Complete Erection of Belt Conveyors27 Complete Erection of Tromels28 Complete Erection of Shreader29 Complete Erection of Separator30 Complete Erection of Briquetting machine31 Complete Erection of Other Equipments32 Complete Cable Routing/laying work


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1



2


3



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1



2


3



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33 Complete Electrical Panel34 Complete Lighting work at Plant Entrance Gate35 Complete Lighting work at Weigh Bridge36 Complete Lighting work Inside Plant37 Complete Lighting work outside Plant for alotted land38 Complete equipment Foundation Work

4

39 Complete Leachete Treatment Plant work40 Complete Odour Treatment Plant work41 Complete Office Equipments42 Development of Green Belt43 Complete Fire Fighting System/ Safety equipments44 Obtaining Consent to Operate45 Complete Compost Pits46 Complete Unloading Ramp47 Complete Sewage/ Drainage System48 Complete Supply of Stitching Machine49 Complete Supply of Lab equipments50 Complete Plant Main Gate Entry Boards52 Complete SLF work53 Successful running of plant


Pali, Rajasthan


4



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4



Pali, Rajasthan

2 PROMOTERS PROFILE

2.1 Rollz Material Handling Systems Pvt. Ltd. (RMHS)Rollz Material Handling Systems Pvt. Ltd is the leading manufacturer of Fuel & Ash Handling systems

and Material Handling System in India. RMHS manufactures different material handling and fuel &

ash handling equipment for almost all industries, thus serving the power and process industries with

its wide range of solutions and services and wide range of related products.

RHMS has in-house expertise that helps to provide correct solutions to deliver, convey and handle

material/fuel at the required places in power plants or other industries.

Since inception in 1980, from past 35 years RHMS has managed to maintain a strong nationwide

reputation as a leading manufacturer of material handling system and fuel and ash handling

systems.

2.2 Krishi Rasayan Private Limited ( J V Partner)

Krishi Rasayan Group was established in the year 1966. Now it has 8 manufacturing plants located in

different parts of the country. It is a 49 years old group which strives continuously for the Prosperity

of Mankind and fulfilling farmer needs. With vast experience, we have products geared up not only

for the country’s needs but also to meet the global challenges. The motto of the group is “Farmer’s

Prosperity is our priority”.

It has become a major Agro Chemical Company having separate dedicated manufacturing units for

Technical and Formulated Insecticides, Herbicides, Fungicides and Plant Growth regulators for

agricultural use.

It is involved in Agrochemicals, Biotechnology, IT Infrastructure, Solid Waste Management, Inland

Transport, Poultry Feed, Pest Control & Real Estate, R & D, Contract Research and Data

Generation. It has 22 Marketing Offices in the country and 2 international Offices in Hong Kong and

Shanghai for International trading.


Pali, Rajasthan

2 PROMOTERS PROFILE









systems.









agricultural use.






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2 PROMOTERS PROFILE









systems.









agricultural use.






Pali, Rajasthan

3 PROJECT RATIONALE

3.1 IntroductionMetropolitan cities in India with growing population, migration of people from rural areas to cities

and rapid industrialization produce an enormous amount of urban waste (Municipal Solid Waste -

MSW) and industrial waste everyday requiring its disposal. By and large the Municipal Corporations

in various cities collect the MSW, transport it to the dump yards and dispose it off in open ground

dumping or non-sanitary landfill. With overloading of the existing landfill sites in cities, garbage may

have to be transported nearly twice the current distance for land filling, escalating the cost of

transportation. Once the existing landfill sites are exhausted, identification of new landfill sites has

also become a very difficult task.

A strategy paper has been prepared by a task force of planning commission for managing the waste

disposal system comprehensively deploying the 5-R principle (Reduce, Reuse, Recover, Recycle and

Remanufacture) in which composting & RDF projects are expected to play a major role.

3.2 Fiscal Benefits for Waste Processing ProjectsWaste processing plants have following fiscal benefits as per SWM Rules 2016 and various GOI

policies:

1. Excise exemption for local procurements.

2. Concessional import duty of up to 5% and CVD exempted for all imported goods.

3. Compost sale – National Fertilizer Limited have been tagged with compost manufacturing

plants for 100% sale of compost through them.

4. Ministry of Chemicals & Fertilizers announced subsidy of Rs. 1500/ton to ensure lucrative

compost rates to farmers.

5. To promote market of RDF, SWM rules 2016 says “Industrial units located within one

hundred km from the refused derived fuel and waste to energy plants based on solid waste

shall make arrangements to replace at least five percent of their fuel requirement by

refused derived fuel (RDF) so produced”.

6. A tripartite agreement shall be signed for sale of compost between Corporation, Developer

and Fertilizer companies. Carbon credit

7. Power Purchase Agreement with DISCOM @ Rs. 7.90 per unit for RDF based plant.

8. Carbon credit


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3 PROJECT RATIONALE













policies:














8. Carbon credit


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3 PROJECT RATIONALE













policies:














8. Carbon credit


Pali, Rajasthan

3.3 Situational Overview of PaliThe proposed project in Pali is being developed as MSW Processing Facility for production of

compost & RDF.

Cities in Rajasthan State with growing population, changing life styles, migration of people from

rural areas to cities and rapid growth of tourism end up generating an enormous quantity of

Municipal Solid Waste (MSW) every day. By and large, the Municipal Authorities in various cities,

collect the MSW from the streets, transport it to the dump yards in open trucks unscientifically and

dispose it off in open dumping ground without any Processing. Besides this, the Waste is neither

collected nor transported on day to day basis. This situation leads to problems of health and

environmental degradation. Unscientific landfills cause land, air and water pollution due to leachate

contaminating the ground water. The State of Rajasthan has initiated series of measures to improve

SWM services in the State to comply with MSW Rules on a VGF mode in ULBs on cluster basis. ULB

has planned for modernization of SWM Services in these cities through Integrated Solid Waste

Management Service encompassing Door to Door Collection of Waste, doing away with open Waste

storage depots along the roadside, arranging day to day Transportation of Waste in covered

vehicles and Processing of MSW. The services for processing and disposal of municipal solid waste

may be carried-out through private sector participation on VGF basis.


Pali, Rajasthan


compost & RDF.
















Pali, Rajasthan


compost & RDF.
















Pali, Rajasthan

4 PROJECT LOCATION

4.1 Site Location Pali, Rajasthan

It is situated on the bank of the river Bandi

The city has an average elevation of 214 meters (702 feet).

4.2 Permits & ClearancesThe following permits and clearances have to be initiated along with the undertaking of land

agreement.

Table: Permits and clearances

Sl.

No.

Approval/Clearance Concerned Agency Remarks

1 Site authorization under MSW Rules State Pollution

Control Board

This shall be arranged by the

ULB

2 License in accordance with the rules

and provisions of Labour (Regulation

and Abolition) Act, 1970

MoLE Would be taken prior to

initiation of site development

activities


Pali, Rajasthan

4 PROJECT LOCATION





agreement.


Sl.

No.



Control Board


ULB






activities


Pali, Rajasthan

4 PROJECT LOCATION





agreement.


Sl.

No.



Control Board


ULB






activities


Pali, Rajasthan

5 RESOURCE ASSESMENT

5.1 Availability of WasteQuantity of waste generated in any area as well as quality changes over time due to change in

demographic profile and economic development. In comparison to the levels of the developed

world with per capita waste generation at about 1-2.5 kg/day, average per capita generation of

waste in India is estimated at about 450 gram/day (As per CBCB Annual report 2013). It varies

widely for the different city tires, ranging from 200-300 gram for smaller town to close to 600 gram

for larger cities.

Availability of waste in the Pali has been assessed considering the data and information available

from RFP Document based on projected population and per capita waste generation.

The estimate of current and potential availability of waste as per RFP was as shown in the following

table:

Year Mean ProjectedPopulation

Per Capita WasteGeneration in Kgs

Waste Generation in TPD

2011 229956 0.400 92

The calculations for population projections are done by various methods as recommended by

CPHEOO Manual for solid waste Management.


Pali, Rajasthan







for larger cities.




table:




2011 229956 0.400 92




Pali, Rajasthan







for larger cities.




table:




2011 229956 0.400 92




Pali, Rajasthan

6 TECHNOLOGY ASSESMENT – MSW PROCESSING PLANT

6.1 Macro PerspectivePolicies and practices for management of MSW and deployment of various technologies would

increasingly focus on reduction of volume of wastes for final disposal, better environmental

compliances and recovery of energy from waste. This is proposed to be achieved by sorting and

segregation for increased recycling, productive use of compostable materials as soil nutrients and

promotion of technologies for energy recovery by production of RDF. The latest SWM rule 2016 has

prescribed source level segregation and treatment of compostable materials.

6.2 Processing & Disposal TechnologiesEnergy can be recovered from the organic fraction of waste (biodegradable as well as non-

biodegradable) deploying both Bio-chemical and Thermo-chemical conversion processes. Bio-

chemical process is based on enzymatic decomposition of organic matter by microbial action to

produce methane gas or alcohol. Thermo-chemical process entails thermal de-composition of

organic matter to produce either heat energy or fuel oil or gas. Commercially, bio-methanation is

widely used for wastes such as sludge and to some extent for finer bio-degradable materials

separated out in mechanical and hydro mechanical sorting and segregation of wastes.

Numbers of projects have been set up in India over the last three decades on combustion and Bio-

methanation technologies. Most of these projects have been either closed down or undergoing

technology upgrade.

Poor performance of the Bio-methanation technologies has been mainly due to high inert contents

even in the processed fuel whereas it has been the combination of high inert and moisture contents

in case of combustion based projects.

The quality of the input fuel (unprocessed MSW) has been the single most critical factor behind

poor performance of most of the projects. High level of moisture and inert and consequently low

caloric contents, that too varying from season to season are very common in all parts of India.

Hence, there is need for preparing proper quality RDF, apparently to avoid fluctuating nature of

input MSW.


Pali, Rajasthan

















technology upgrade.








input MSW.


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technology upgrade.








input MSW.


Pali, Rajasthan

6.3 MSW ProcessingRefuse derived fuels prepared from MSW can be sold in the market (cement plants installed close to

such projects are consistent buyers for such fuel) or directly used in boilers for steam generation. In

fact, as per the latest SWM rule, it has been mandatory for the industry located nearby to use 5% of

RDF as fuel in their boilers. In the commercial market, RDF is often classified under different grades

depending upon the levels of sorting and segregation, size & homogeneity and moisture level. A full

cycle RDF project can produce very high quality fuel of GCV value ranging from 2500 to 3500 kcal/kg

for application in high technology gasification projects.

Most of the equipment used in MSW processing plants has relatively long performance track

records in different types of industrial applications. Even then, they including the ones imported

from highly developed countries seem to have failed to perform in an integrated manner in the

various RDF facilities installed in the country.

In addition to high cost of these measures, basic problem of separating undesirable matters such as

inert from the wet masses would remain. This problem can be better handled, particularly in case of

waste with high moisture content, by some degree of pre-drying before undertaking subsequent

processing. Pre-drying would improve the separation efficiency in all the subsequent processes.

Most of the inert can also be separated out thereby improving the shredder performance.

Bio-drying technology can be successfully deployed for manufacture of very high quality RDF. The

project has been designed based on bio-drying and follow pre-processing for manufacture of right

quality RDF. The aim of bio-drying is the modification of the waste characteristics in order to

increase its LHV and allow an easier removal of glass, metals and other inert material. The process is

named bio-drying when it is based on biological aerobic reactions; no auxiliary fuel is needed thanks

to the exothermic reactions that develop under aerobic conditions.

6.4 Energy recovery from RDFThe prepared RDF fuel is loaded into trucks and transported to various nearby Industrial units

located within one hundred km.


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Pali, Rajasthan


























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7 PROJECT CONFIGURATION – MSW PROCESSING PLANT

7.1 Design Considerations

The philosophy of the Solid Waste Management processing unit is to implement appropriate

scheming for waste segregation, Recycling and Reusing of waste which are plastics, glass and

metals, RDF from Combustible materials and composting from organic biodegradable waste. The

remaining rejects will go to Land Fill.

The plant will follow processes in compliance with the Solid Waste Rules 2016. The guidelines shall

be taken care while handling, treating and disposing the waste so as to prevent contamination of

ground water, surface water and ambient air quality. The quality requirements of the RDF and

compost are maintained as per the Solid Waste Management Rules, 2016 & acceptance of the

market (FCO specification).

The plant is designed to process approximately 101 TPD Municipal Solid Waste (MSW) on per day

basis.

7.2 Proposed SchemeThe processing for this project is as under-


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basis.



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basis.



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7.3 Key features and requirements of composting1. Highly suitable to deal with putrescible fraction of MSW that causes several problems

related to environment, health, water contamination, mal-odors etc.

2. Consumes wide variety of organic materials waste streams

3. It can tolerate presence of silt and soil to a great extent.

4. Flexibility of technology for implementation in 50 to 1000 TPD modules

5. It can treat and process even one week old waste or some quantity of accumulated waste.

6. Composting is extremely useful in minimizing the burden of methane and leachate

generation from Land Filling.

7. Entire system is indigenous with local availability of spares and expertise.

8. It is first significant step towards scientific management of MSW.

9. Returns back the nutrient elements and carbon energy to the farmer’s fields.

10. Suspension Magnet at Production line to lift iron pieces from waste.

7.4 Process SchemeBased upon the experiences and prevailing market for both compost and RDF, the concept of the

processing plant is based on treatment of waste with thermophilic enzymes for maximum drying.


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Pali, Rajasthan
















Pali, Rajasthan

Due to biological digestion of organic matter compost will be formed. Compost, RDF and recyclables

are separated in various steps of manual sorting and mechanical separation. The process

reject/inert will be regularly removed and transported to the adjacent landfill site.

In the proposed RDF cum compost processing facility, MSW will be composted for period of about

25-30 days. Bio inoculum will be sprayed over the MSW which will help in achieving moisture

content of about 20% in period of about 8-10 days and also suppressing the odor. The dried MSW

will be processed in various sections of processing facility where fractions of RDF (combustibles),

Recyclables (metal, rubber, cans etc.), Compost and Inert will be separated.

MSW processing unit would have following steps:

A. Unloading

A ramp with suitable gradient will be provided along the length of the composting pits, which

will be used as an unloading platform for incoming vehicles loaded with garbage.

Compactors/trucks (as applicable) will enter through this ramp only and unload the garbage

inside the pits. The height of ramp will be decided as per economic design.

B. Drying

As per the concept of drying, 12 no. of pits (of RCC) will be constructed for retention of 25 days

material. Waste will be unloaded inside this pit. Proper aeration will be provided by tumbling

the waste after 3 to 4 days to maintain aerobic conditions.

Owing to the criticality of leachate management, the whole composting section (pits) will be at

ground level only, where the drains can easily be cleaned at regular intervals to avoid choking

and putrefaction.

Sufficient quantity of decomposing microbial cultures (inoculum & sanitizer) will be inoculated

at this point with sprayer to reduce odor and enhance digestion. Bio-inoculum will be sprayed

over the MSW in order to reduce moisture level in MSW. The process will be bacteria induced,

leading to temperature rise (550C to 600C). This kind of exothermic phase ensures oozing out of

intercellular (imbibed moisture) thereby drying of waste. This system is much better than

surface drying through hot air; it also works out cost effective. Drastic moisture (up to 20%)

reduction leading to free flow ability of waste and loosening of material for easy shredding is


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A. Unloading





B. Drying






and putrefaction.









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A. Unloading





B. Drying






and putrefaction.









Pali, Rajasthan

expected. The proposed bio drying process is called Bio Thermal Stabilization Method (BTSM) is

based on the principles of raw material constituents of waste. The constituents are to be seen

from bio chemical composition such as content of cellulose, hemi cellulose, lignin, protein,

lipids, waxes etc. When such waste is subjected to bacterial feeding enzymatic reaction, it will

induce Mesophelic (200C to 450C) temperature range followed by thermophilic (550C to 650C)

temperature range. Mesophilic microbes break down simple sugars and thermophilic microbes

break down break down proteins and some complex carbohydrates. The process starts within

36 to 48 hours of inoculation and continues till oxygen is available in the biomass. The total time

required to achieve 20% moisture level is about 8-10 days. The composting pits will be turned

every third or fourth day for increasing the rate of reaction with thermophilic enzymes leading

to faster drying. Moisture will also be supplemented at required levels after leachate treatment.

The composting heap will be stabilized in about 25 days, when it is shifted to the screening

section.

On 26th day, the completely digested waste will then be conveyed to a manual sorting belt

through grab cranes. For the ease of handling this waste to further process line, grab cranes will

be provided along the length of this section.

C. Segregation

A long manual sorting will be provided to remove inert, very heavy or large sized material and

cutting of packed garbage bags in order to promote proper digestion of waste by enzymes. The

manually segregated waste after magnetic separation will then be passed through a ballistic

separator with twin screens of mesh size approx. to 100 mm & 10 mm which will separate the

mass into fuel fluff and compostable material.

MSW will be fed in the center of this ballistic separator through a hopper/chute and will be

screened in two stages. There will be four outputs from this equipment.

The oversize material from 100 mm size screen will be taken to a shredder where it will be

converted into fluff of 50-80 mm size and to storage thereafter. Material of size between 60 to

100 mm will be directly taken into RDF storage.

D. Refining


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section.




C. Segregation











D. Refining


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section.




C. Segregation











D. Refining


Pali, Rajasthan

The undersize material coming out from 10 mm screen will be stored in curing section for about

10-15 days for further stabilization and moisture control. Cured material from the curing section

is fed to 4 mm trammel screen using bucket elevators. Once this equipment is filled up with

cured material, it gradually feeds the same to the consecutive equipment at a controlled rate.

The cured material is sent to the screen which removes heavy impurities such as glass, metals,

sand, silica etc. from the organic manure. The magnetic separator in the production line will

take care of all kinds of ferrous impurities in the compost. The mechanized packing section does

the bagging, weighment and stitching of various size of bags and finally stacked in the finished

product store by using a belt conveyor.

A permanent truss-shed will be provided over processing area, composting area and unloading

area with suitable height (as required for mounting grab cranes).

7.5 Detailed DescriptionA. Composting

1. Pits management System

Truck carrying MSW will be visually inspected before it goes to weighbridge. The weighbridge

operator then instructs the driver to proceed to the tipping floor where MSW is unloaded

directly into the composting pits. It is kept there for 25 days where it is digested with the help of

Enzyme & aeration.

The waste into these pits is periodically turned (normally once a week) using grab cranes to

provide proper aeration and temperature control. The composting heap is stabilized before it is

shifted to the screening plant for removal of the inert and non-composted matter. During

digestion, leachate is added to these pits using water tanker to maintain requisite moisture

level. The culture and sanitizer are added to remove odor and for digestion. Sufficient quantity

of decomposing microbial cultures (inoculums & sanitizer) will be inoculated at this point with

sprayer to reduce odor and repel vectors. Moisture will also be supplemented at required

levels. The thoroughly mixed waste is then kept for the biologic decomposition

With this, bacterial activity starts within 2-3 days. Inside temperature of the windrow may go up

to 65oC. After this, the waste is then taken to manual sorting where all the large size

construction debris and recyclable items are separated.


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Enzyme & aeration.













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Enzyme & aeration.













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It is then fed to the twin screen ballistic separator for intermediate coarse segregation

screening. Multi stage screening system is adopted to achieve maximum screening efficiency

using trommel. Cascading action inside this ensures better screening of the lumpy and highly

heterogeneous municipal solid waste.

Screened material coming out of this section is uniform in texture and contains semi–stabilized

organic compost. This material needs further stabilization so it is transferred to the curing

section.

Segregated material from the 10 mm screen is fed to curing section for and kept for 15 days.

Material after curing is fed to a trammel screen of 4 mm. The screened material coming out of

the trammel screen is sent to the gravity separator which removes heavy impurities such as

glass, metals, sand, silica etc. from the organic manure. The magnetic separator in the

production line will take care of all kinds of ferrous impurities in the compost.

As per compost quality norms nationally (FCO) and internationally, the compost should be

below 4 mm average particle size and it should not contain impurities such as glass, plastic,

other inert material etc.

B. RDF Processing Plant

1. Waste Segregation

The oversize material from 100 to 10 mm screen is first stored as RDF fluff after proper stone

and inert separation. The material above 100 mm is fed to primary shredder where its size is

reduced to 50 - 80 mm.

2. Shredder

The primary shredder cuts the material to a size of < 80 mm allowing the after coming from

ballistic separator to work optimally. It is an extremely heavy construction, high capacity,

designed for industrial purposes. The machine has a large number of features to ensure reliable

and economic operation, for example easily exchangeable knives etc.

7.6 Leachate treatment plantLeachate is the water-based complex liquid, comprising of innumerable organic and inorganic

compounds, which percolates through garbage heaps and accumulates at the bottom. The water


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section.














2. Shredder








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section.














2. Shredder








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from interstitial moisture of the decomposing waste and also due to precipitation subsequently

moves through the waste deposit collecting the leached chemicals thereby forming leachate.

Leachate contains a host of chemicals that may be toxic to both humans and environment. Also, the

high Bio-chemical Oxygen Demand (BOD) of leachate makes its treatment inevitable.

Leachate management follows the hierarchal procedure comprising of

Leachate Avoidance: by keeping the compost as dry as possible.

Leachate Minimization: by re-circulating the leachate onto the composting heap.

Leachate Collection & Treatment: by incorporating proper drainage system to collect the

leachate from the bottom and efficiently treating to comply with the standards before

disposing the treated liquid waste into streams.

Leachate Treatment

a) Drainage System: The leachate drainage system is responsible for the collection and

transport of the leachate collected inside the liner. Leachate collection systems are installed

above the liner and usually consist of a piping system sloped to drain to a central collection

point where a pump is located. The pipes and conduits must be captive of bearing the load

they are subjected to, since they are placed beneath the composting heap.

b) Leachate Treatment Plant: Based upon the analyzed characteristics of the leachate

collected, the treatment units are provided.

Treatment process

a) Influent Leachate Storage Tank: For collecting and storing the leachate generated. Helps in

flow equalization and allows controlled flow of leachate per treatment cycle.

b) Mesh Screens: Removes unwanted solid particles that may cause clogging of the drainage

system and also leads to wear & tear of further treatment units.

c) Oil & Grease Trap: Efficient removal of oil & grease produced from decomposing organic

matter.

d) Moving Bed Biofilm Reactor: The inoculums are added after studying the characteristic of

leachate to be treated. The bacteria/activated sludge grow on the internal surface of the

carriers. The bacteria break down the organic matter from the waste water. The aeration

system keeps the carriers with activated sludge in motion. Only the extra amount of

bacteria growth, the excess sludge will come separate from the carriers and will flow with

the treated water towards the final separator.


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Leachate Treatment








Treatment process






matter.








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Leachate Treatment








Treatment process






matter.








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Blowers: aids biological growth and facilitate waste reduction.

e) Secondary Clarifier: Here, the supernatant treated water is collected and stored in the sump

tank, while the settled sludge received in the hopper attached at the bottom of the clarifier

is to the sludge drying beds.

f) Sump Tank: temporarily stores the water and provides further aeration via blower.

g) Carbon filter and Sand Filter: Provides proper filtration from any unwanted particles.

h) Sludge Disposal: Sludge containing the carriers is dried at the sludge drying beds and used

as manure for gardening.

The treated water is re-circulated by spraying onto the composting heap in order to maintain its

moisture content. Thus, the treatment plant becomes a Zero Discharge Unit.

7.7 Sanitary landfill for rejectsThere will be a dedicated engineered sanitary landfill site which will handle the rejects from the

MSW processing facility.


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8 PLANT LAYOUT


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8 PLANT LAYOUT


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8 PLANT LAYOUT


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Layout of the processing plant has been optimized considering the space requirements of various

equipment, buildings and structure. The proposed plot plan for the plant will consider the various

components of the plant namely:

MSW Storage Pits

MSW processing shed

RDF storage shed

Compost curing section

Compost packing & storage

Predominant wind directions as given by the wind rose to minimize pollution, fire risk etc.

All facilities of the plant are laid out in close proximity to each other to the extent practicable so as

to minimize the amount of land required.

Necessary plant drainage system would be provided at the proposed plant site. The layout also

facilitates communication of personnel and material movement between the various facilities both

during construction and also during subsequent operation and maintenance.


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MSW Storage Pits

MSW processing shed

RDF storage shed










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MSW Storage Pits

MSW processing shed

RDF storage shed










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9 PRODUCT RECOVERY

9.1 Material balance

MATERIAL BALANCE (100 % Basis)Details % MT

Incoming 92Compost Pits 100.0% 92

Moisture loss 30% 27.6

To Manual Sorting 65Losses in manual sorting 5.0% 3.2

To Metal Separator 62Recoverable Metal 1% 0

To Ballistic Separator 62+100 mm mass 10% 6.2

Inert/Reject/C&D 10% 6.2>100 mm 65% 40.3<10 mm 15% 9.6

To shredder(-2% metal loss) 6.2To reject 6.2To RDF Storage 46.5

< 10 mm to curing 9.6Moisture loss in curing 20% 2To Metal Separator 8Recoverable Metal 0% 0To 4 mm Screen 8+4mm to reject 4% 0To destoner 8To reject 4.0% 0

To Compost Storage 7

Total Recyclable 0.50Total InertLosses(Decomposition/Moisture) (total added) 30Total Compost for Packing 7.0Total RDF for storage 47


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9 PRODUCT RECOVERY














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9 PRODUCT RECOVERY














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9.2 Product recovery Plant machineryTotal RDF: 47 TPD

Total compost: 7.0 TPD

Total recyclable: 0.4 TPD

9.3 Water Requirement-The whole process doesn’t require any additional water for processing and producing compost &

RDF.

The water after treatment of leachate is utilized for compost production and maintaining the green

belt around the plant.

The total water requirement for drinking and sanitation shall be met with ground water or portable

water by tanker supplies. The daily water requirement on this account is approximately 2 KLD

considering working of about 10 persons in the plant.

9.4 Electricity Requirement-The total electricity requirement for processing the plant shall be about 200 KW as detailed;

Sn Equipment Unit Load (KW) No.s Total

1 Crane 40 1 40

2 Trommel 10 2 20

3 Conveyor 5 10 50

4 Ballistic Separator 30 1 30

5 Shredder 40 1 40

6 Lighting & Misc. 10 2 20

Total 200

The electricity connection is already available at the project site and same shall be revived for

starting the plant.

2 DG sets (40 KVA & 25 KVA) are available at site to meet the emergency lighting condition.

9.5 Product Quality & Compositioni. RDF is light fluffy material with approximate calorific value about 3000 Kcal/kg .The rimary

combustible material like paper, textiles, wood etc. The expected analysis of RDF is as

following;

Calorific value: 3000 Kcal/kgMoisture: less than 20%


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RDF.








1 Crane 40 1 40

2 Trommel 10 2 20

3 Conveyor 5 10 50


5 Shredder 40 1 40


Total 200


starting the plant.




following;



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RDF.








1 Crane 40 1 40

2 Trommel 10 2 20

3 Conveyor 5 10 50


5 Shredder 40 1 40


Total 200


starting the plant.




following;



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Bulk Density: 0.5-0.6 kg/cumii. Compost is dense humus like soil enrichment used fo impriove the quality of soil mainly the

water retention capability. The compost produced from waste is termed as city compostand as per Govt Notification certain quantity of compost is required to be used along withchemical fertilizer. The specification for city compost are notified as per the fertilizer controlOrder and the key parameters are;

Bulk Density: 0.9 kg/cumSize: less than 4 mmColor:dark brownC/N Ratio:<15N:P:K: 1:0.8:0.8

9.6 Leachate Treatment Plant-Capacity of 2.5 cum per day

Leachate from municipal solid waste facility varies widely in composition depending on the age andcharacteristics of waste that it contains. It usually contains both dissolved and suspended material. Thegeneration of leachate is caused principally by precipitation percolating through waste deposited in alandfill or processing facility. Once in contact with decomposing solid waste, the percolating waterbecomes contaminated, and if it then flows out of the waste material it is termed leachate. Additionalleachate volume is produced during this decomposition of carbonaceous material producing a widerange of other materials including methane, carbon dioxide and a complex mixture of organicacids, aldehydes, alcohols and simple sugars.

Volume of leachate also varies from city to city and season to season basis. On an average it has beenobserved that the volume is between 0.5 to 1 % of municipal solid waste collected.

The ideal process combination for the treatment of small and medium-sized leachate quantities isbiological pre-treatment and removal of solids by ultra filtration. Sludge separation by ultra filtration,which allows one to obtain a high content of solids in the biological reactor. This makes the installationof small volume reactors possible. The process combination for the treatment of small and medium-sizedleachate quantities is biological pre-treatment/reverse osmosis, fluidized bed granulator.

Leachate ParameterS. No. Parameters Unit Input Parameters Output Parameter

1. Flow M3/day 100 <100

2. pH - 6.5-7.5 <6.5-7.5

3. COD Mg/Ltr 40000 <1000

4. BOD Mg/Ltr 20000 <100

5. TSS Mg/Ltr 200 <30

6. TDS Mg/Ltr 15000 15000

7. Amonical Nitrogen Mg/Ltr 600 <80

8. Temperature Degree C 30-40 30-35

9. Oil & Grease Mg/Ltr 10 <5


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1. Flow M3/day 100 <100

2. pH - 6.5-7.5 <6.5-7.5

3. COD Mg/Ltr 40000 <1000

4. BOD Mg/Ltr 20000 <100

5. TSS Mg/Ltr 200 <30

6. TDS Mg/Ltr 15000 15000





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1. Flow M3/day 100 <100

2. pH - 6.5-7.5 <6.5-7.5

3. COD Mg/Ltr 40000 <1000

4. BOD Mg/Ltr 20000 <100

5. TSS Mg/Ltr 200 <30

6. TDS Mg/Ltr 15000 15000





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10-PROJECT COST

10.1 Cost break up with equipment listThe basic cost estimates are based on the following:

S.NO. PACKAGE Package Cost(Lacs)

A Site DevelopmentSite contour survey, soil investigation, Water testing, WastetestingLand development, boundary walls etc.Construction of office and storesOffice infrastructureInfrastructure Development ( Road , Drain etc.)@6%

B Engineering and Consultancy

C Civil WorkEquipment FoundationTipping floor, Compost PitsRamp

D MSW Processing PlantWeighbridge - 1 No.Shed (Composting area)Shed (Processing area )shed (RDF Storage )Shed (Compost Storage )Grab cranesBallistic Separator - 1 Nos.


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10-PROJECT COST








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10-PROJECT COST








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Inert Conveyor - 1 No.

Compost conveyor - 1 no.Trommel - 1 No.Trommel reject conveyor - 1 No.Compost weighing & packing machineConveyor to shredder - 1 No. (5 m)Shredder - 1 Nos.

Conveyor from shredder to common belt conveyor - 2 nos.

Conveyor from Ballistic to RDF Storage - 1 no.Magnetic SeparatorLaboratoryFire Fighting SystemBriquetting System

E SLFLeachate Treatment Plant

F Electrical

G ErectionMSW Processing PlantElectricalTotal Budgeted Cost (A)] 1262.28


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F Electrical



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F Electrical



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11 FINANCIAL SUMMARY

11.1 Revenue AssumptionsThe revenue for the project has been estimated based on following:

Sale of RDF

Sale of compost

The revenue related assumptions are as follows:

Table: Revenue assumptions

Description Unit Value BasisTipping Fees (Royalty Quoted) Rs./MT -301Escalation on tipping fees (Royalty) %p.a. 3Escalation O&M Charges %p.a. 5.76Sale of Compost, RDF & recyclablesMass of RDF produced in FY 2018 TPD 46.5 49% of MSW receivedSelling rate of RDF in FY 2018 Rs./ MT 1800.00Increase in selling price of RDF %p.a. 5

Mass of compost produced in FY 2018 TPD 7 9% of MSW receivedSelling rate of compost in FY 2018 Rs./ MT 2,000.00Increase in selling price of Compost %p.a. 5


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Sale of RDF

Sale of compost






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Sale of RDF

Sale of compost






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11.2 Financial Summary

The financial summary for the project is as tabulated below (All figures are in Rs. Crores):

Plant CapacityMSW Processing Facility TPD 92

RevenueRDF Price Rs/MT 1,500.00Royalty to Municipal Corporation ( on reject to SLF) Rs/MT -301.00Compost price (Agreement Being signed by Corporation) Rs/MT 2,000.00

Performance ParametersCompost Recovery % 9%RDF Recovery % 49%

CAPEXProcessing Plant & SLF Cr 12.62Soft Cost Cr 1.38Total Project Cost Cr 14.00Equity 34% 4.76Debt 0% -VGF Grant Rs. Cr. 11.00

Inflation RatesEscalation O&M Charge % 5.76%Escaltion on Tipping Fees (Royalty) % 3.00%IRR Summary 25 yrs.Project IRR, pre-tax 16.38%Project IRR, post-tax 15.00%Equity IRR, post-tax 18.30%


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12 ENVIRONMENT-HEALTH SAFTEY & SOCIAL MANAGEMENT

12.1 Health & safetyThe health and safety of all those who work at the Plant shall be ensured by:

Assessing the risk of all work activities, recording the significant findings and developing

method statements as appropriate

Providing and maintaining safe plant and systems of work, together with appropriate

personal protective equipment

Minimizing risks associated with hazardous substances including waste to be processed,

materials used and the by-products of waste treatment processes

Minimizing risks associated with other occupational health risks including noise, vibration

and manual handling

Maintaining the Plant in safe condition including as regards workplace transport and fire

risks

Providing appropriate information, instruction, training and supervision to those working at

the Plant or visiting the Plant, including information and training with regard to the

emergency procedures

Implementing effective systems for active and reactive monitoring of compliance, including

by inspections, audits and incident/ near miss investigation

All personnel attending site, shall be equipped with Long Sleeves work clothes, Safety

Helmet, Safety Boots, Hi-Vis vest or jacket and Safety Glasses which shall be worn at all

times whilst working in the construction area.

Equipment safety rules

All necessary tools and equipment, including personal protective equipment, shall be properly

maintained. Defective tools and equipment shall be repaired or replaced immediately.

All equipment shall be used only be employees who have been properly trained and are

otherwise competent to use the tools and equipment safely

Only authorized personnel shall operate heavy-duty equipment/ equipment/ machinery in

the Plant. Equipment can only be started when the following two conditions are fulfilled:

Comply with the applicable Permit-To-Work System

Local check has been carried out to confirm that the equipment is in working condition and

that no one is near the equipment. For equipment with local on/ off switch, it should

always be started locally. Unauthorized possession of equipment switching keys by any


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and manual handling


risks





















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and manual handling


risks





















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person is prohibited. No bypassing is allowed unless approval given by the authorized

person.

Hazards caused by moving or rotating parts of machines are covered with providing an

electrical/ pneumatic lockout procedure

The allowable safety load limit of a machine, a working tool, or piece of equipment may not

be exceeded. Tools, equipment, and machinery shall not be altered in any manner that

would reduce their original safety limit. Any and all changes to machines, equipment

and/or materials must be approved by an official inspection unit.

12.2 Environment Management Plan (EMP)The purpose of the Environment Management Plant (EMP) is to mitigate potential emissions from

various activities associated with the integrated facility. This includes understanding and

incorporating mitigation measures to ensure that the emissions at site boundary are within the

required pollution limits.

EMP for Air Environment

Following mitigation measures are proposed to reduce the dust levels in the ambient air

environment:

Maintaining and/or re-establishment of a grass cover on area where there is no on-going

activity

Frequent watering of unsealed roads and stockpile area- cover material

Using dust control sprays during loading and unloading of wastes

Periodical monitoring of ambient air quality for all relevant parameters as indicated in the

monitoring plan

Odour control by rapid stabilization and disposal of wastes at the earliest along with daily

cover placement

The above mentioned measures will help in minimizing the fugitive emissions and dust.

EMP for noise environment

The sources of noise generation in the landfill will be from the generators, heavy earth machinery in

addition to the vehicular movement. While all noise levels are well within the acceptable limits, the

following strategies would be adopted to further minimize the noise levels:

Maintaining the site machinery in good operating condition

Regular maintenance of systems and installation of noise control equipment wherever


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person.













environment:


activity




monitoring plan


cover placement









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person.













environment:


activity




monitoring plan


cover placement









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required

EMP for Water environment

During the construction phase, a septic tank shall be provided to treat the domestic wastewater

generated due to labour settlements. Temporary facility would have impermeable flooring and

proper leachate collection arrangement. Leachate has to be treated before discharge. The small

quantities of leachate generated will be collected in the sump and treated in Effluent Treatment

Plant. Excessive leachate generation in monsoon season will be combated by covering the sub-cells

of the facility during rain with HDPE sheets and ensure that no water comes in contact with the

waste.


o Solid rejects

The solid rejects (maximum of 20% of the total waste) from the processing would consist of

stone, sand, earth, ceramic etc. that will be segregated and managed appropriately. The

inert produced shall be disposed in an Engineered landfill.

o Peripheral green belt & landscaping

With the development of the proposed plant, green belt would be developed and other

aesthetic changes would be made to the plant site, thereby creating overall positive impact on

the aesthetics of the site. The domestic wastewater generated along with washings/leachate

from MSW pits will be treated and used in green belt development. Following species can be

used in a greenbelt to serve as noise breakers:

a.Tectonagrandis (Teak);

b.Buteamonosperma (Palash);

c. Leucanaleucocephala (Subabual);

d.DalbergiaSissoo (Shisham).

EMP budget

SN Particulars Budget in lacs1 Air Pollution Control 10.002 Water Pollution Control 10.003 Noise Pollution Control 3.004 Environment Monitoring 15.005 Occupation 5.00


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required








waste.


o Solid rejects














EMP budget



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required








waste.


o Solid rejects














EMP budget



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6 Green Belt 28.75Total 71.75


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13 PROJECT IMPLEMENTATION STRATEGY

13.1Cost control

A two-step methodology has been developed within the framework of overall management of the

project consisting of:

a) At the design stage-The entire project would consist of individual procurement & construction

packages. Cost budget would be prepared and approval obtained from the higher management.

b) Procurement & construction stage- A control system would be developed and followed for

capturing all cost at the initiation stage (procurement & construction) so that total cost remains

within the approved budget.

13.2Managing design & construction qualityA quality assurance plan (QAP) would be prepared consisting of:

A detailed protocol including codes and standards that would be followed for design, drawings,

construction, testing and commissioning

Schedule of documents and drawings and ‘Hold points’

Transaction processes-electronic and physical for approval and release of drawings, documents

for follow on action

Monthly report on QAP and periodic review meetings, if required, for resolution of issues

Managing project schedule

The critical procurement and construction activities have been identified based on the prior experience.

The detailed schedule has been prepared for the entire project. Linkages of various activities to the

critical path have been established.


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13.1Cost control




















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13.1Cost control




















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14 ORGANISATION

14.1Organization for project implementationFlat organization structure with specified key result areas and substantial delegation at execution

and operation level shall be maintained. The organization structure during project stage has been

developed with clearly defined responsibility for execution and cost management and smooth

transition from construction to operation. Recruitment for the project stage shall also be carried out

in a phased manner coinciding with the construction schedule.

The Chief Executive Officer (CEO) for the business overall is part of the corporate management team

and is already there managing the development of new and operation of the existing businesses

and projects. The following table shows the roles and responsibilities at the individual positions

required for the project, the qualification requirements and the schedule for filling up the positions.

Table: Project Implementation Organogram

Position Roles & responsibilities Qualification requirement Schedule forappointment

General Manager Overall responsibility forproject development andoperation thereafter includingtechnical, commercial, HRM,social and environment andcompliances

Mechanical/Electrical Engineerwith minimum 12years’experience in development andoperation of WtE/Power/Captivepower/Infrastructure projects

Immediate

Manager (MSWProcessing)

Procurement & construction ofthe weigh bridges, MRF facilityas per cost & time budgetOperation of the facility andcompost production as perplanCompliance with the relevantprovisions of the concessionagreement for the MRF areaEnvironment management forthe MRF area

Mechanical/Chemical/CivilEngineer with minimum 10 years’experience in solid wastemanagement systemPersons with experience indevelopment of SWMtechnologies would be preferred

Immediate

Manager (EHS) &Social

Development of the overallenvironment, health, safetyplan for the entire facility, forimplementation of the EHSplan and monitoring of the EHSsystem during construction andoperation phaseOperation of the EMP systemincluding training and capacitybuilding activities

Environmental engineerpreferably with additionalqualification on HR/SocialdevelopmentPrior experience of working withNGOs in the relevant areas andextension work in industrialprojects in rural areas would bedesirable

One months prior tostart of theconstruction work

Manager (Civil) Construction of allinfrastructure, structures &foundations as per cost & time

Graduate civil engineer withminimum experience of 5 yearsas Lead for execution of

Immediate


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14 ORGANISATION














Immediate




Immediate







Immediate


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14 ORGANISATION














Immediate




Immediate







Immediate


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budget infrastructure/housing projectsOthersMechanicalengineers-2Electrical engineer-1I&C engineer-1

Supporting projectconstruction activities and inoperation and maintenancework post commissioning

Graduate/Diploma engineer with2 to 5 years’ experienceinfrastructure projects

Two months prior tostart of theconstruction work

Consultants Detailed engineeringProcurement & constructiondocumentsProject management

- After signing ofConcessionAgreement

14.2O&M organization

The O&M manpower has been estimated for different sections of the processing plant as shown in

the following table:

Table: O&M manpower

Designation Tasks No.Project Manager Overall in charge 1HR / Admin Manager HR functions 1

Store Keeper/Accountant Store / Accounts 1Engineer / Supervisor Skilled 1Electrician Skilled 1Biologist Biologist 1Labour Semi - Skilled 4Labour Unskilled 12

Gardner Unskilled 1Operator Weighbridge operator/Driver 2

Security Guard 2Total 27


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Table: O&M manpower






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Table: O&M manpower





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