Detailed Project Report for

Implementation of MSWM in Zone II of

Telangana
Kothagudem Municipality

Prepared for

Telangana Urban Finance and Infrastructure

Development Corporation (TUFIDC).

Government of Telangana.

Prepared By

IPE GLOBAL LIMITED

B – 84, Defence Colony,
New Delhi -110024
MAY, 2017
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Table of Contents
1.0 INTRODUCTION ....................................................................................................................................................... 1

1.1 PROJECT BACKGROUND ............................................................................................................................. 1

1.2 PROJECT AREA ............................................................................................................................................ 1
1.3 SCOPE OF WORK ......................................................................................................................................... 5
1.4 METHODOLOGY.............................................................................................................................................. 6

2.0 SOCIO ECONOMIC TOWN PROFILE .......................................................................................................................... 9

2.1 LOCATION AND EXTENTS .................................................................................................................................. 9

2.2 CLIMATE ....................................................................................................................................................... 9
2.3 DEMOGRAPHY.............................................................................................................................................. 10
2.4 EXISTING INFRASTRUCTURE ............................................................................................................................ 11
2.4.1 Physical Infrastructure ...................................................................................................................................... 11
2.4.2 Social Infrastructure .......................................................................................................................................... 11
2.5 FINANCIAL STATUS OF KOTHAGUDEM MUNICIPALITY .......................................................................................... 11

3.0 STATUS OF EXISTING MUNICIPAL SOLID WASTE MANAGEMENT SYSTEM ............................................................. 13

3.1 PRESENT SWM SCENARIO ............................................................................................................................. 13

3.1.1 Segregation ....................................................................................................................................................... 13
3.1.2 Primary collection of waste ............................................................................................................................... 13
3.1.3 Street Sweeping: ............................................................................................................................................... 14
3.1.4 Silt from drains: ................................................................................................................................................. 14
3.1.5 Secondary Collection & Transportation ............................................................................................................ 15
3.1.6 MSW Transportation System ............................................................................................................................ 15
3.1.7 Waste Processing and Disposal Mechanism ..................................................................................................... 16
3.1.8 Initiatives taken by municipality ....................................................................................................................... 18
3.1.9 MSW Management System .............................................................................................................................. 18
3.1.10 Expenditure on MSW ...................................................................................................................................... 18
3.1.11 Gaps in Existing MSW Management System .................................................................................................. 18
3.1.12 Service Level benchmarks................................................................................................................................ 22

4.0 INFRASTRUCTURE REQUIREMENT FOR COLLECTION AND TRANSPORTATION SYSTEM ......................................... 25

4.1 INTRODUCTION ........................................................................................................................................ 25

4.1.1 Population Projections ...................................................................................................................................... 25
4.1.2 Waste Projections ............................................................................................................................................. 27
4.2 METHODOLOGY FOR PRIMARY GARBAGE SURVEY FOR PHYSICAL CHARACTERIZATION ................................................ 27
4.2.1 Methodology for conducting primary survey in households: ............................................................................ 28
4.2.2 Methodology for conducting primary survey in commercial establishments: .................................................. 28
4.2.3 Methodology for conducting dumping site survey:........................................................................................... 28
4.3 QUANTIFICATION OF MSW ............................................................................................................................ 29
4.4 CHARACTERIZATION OF WASTE ....................................................................................................................... 31

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4.5 BASIS OF DESIGN OF PROPOSED MSWM PLAN ................................................................................................. 32

4.6 PROPOSED COLLECTION AND TRANSPORTATION PLAN ........................................................................................ 33
4.6.1 Segregation at Source ....................................................................................................................................... 33
4.6.2 Segregation at vegetable / fruit markets and slaughter houses ....................................................................... 35
4.6.3 Segregation at commercial establishments/institutions/workshops ................................................................ 36
4.6.4 Segregation at hotels/restaurants/community/function halls ......................................................................... 36
4.6.5 Door to door Collection of MSW ....................................................................................................................... 36
4.6.6 Collection of Street Sweeping Waste ................................................................................................................ 38
4.6.7 Collection and Transportation of Silt Generated during De-silting of Drains .................................................... 39
4.6.8 Infrastructure require for primary waste collection and transportation is as follows. ..................................... 40
4.6.9 Secondary Waste Storage System ..................................................................................................................... 42
4.6.10 Waste Transportation System ......................................................................................................................... 42
4.6.11 Assessment of Existing vehicles as on the Date 31.08.2016 ........................................................................... 43
4.6.12 Summary of Collection and Transportation Infrastructure for the first year .................................................. 45
4.6.13 OPERATION & MAINTENANCE (O&M) COSTS FOR COLLECTION & TRANSPORTATION SYSTEM .................... 45
5.0 PROCESSING AND DISPOSAL OF MSW................................................................................................................... 48

5.1 EVALUATION OF VARIOUS WASTE TREATMENT/PROCESSING TECHNOLOGIES ......................................................... 48

5.2 PROPOSED WASTE PROCESSING TECHNOLOGIES FOR KOTHAGUDEM MUNICIPALITY ................................................ 51
5.2.1 Waste Segregation ............................................................................................................................................ 52
5.2.2 Vermi Composting ............................................................................................................................................. 52
5.2.3 Recycling Centre ................................................................................................................................................ 52
5.2.4 Combustible Waste ........................................................................................................................................... 53
5.2.5 Sanitary Landfill ................................................................................................................................................ 53
5.3 DESCRIPTION OF PROPOSED PROCESSING TECHNOLOGY ...................................................................................... 53
5.3.1 Vermi-Composting ............................................................................................................................................ 53
5.3.2 Process Design of Vermicomposting unit for Kothagudem Municipality .......................................................... 55
5.3.3 Waste receipt and storage ................................................................................................................................ 55
5.3.4 Waste storage and pre-processing ................................................................................................................... 55
5.3.5 Windrow (Compost Pad) for precomposting..................................................................................................... 56
5.3.6 Vermi-Composting ............................................................................................................................................ 56
5.4 DESIGN OF VERMI-COMPOST PLANT ................................................................................................................ 56
5.4.1 Receipt, Handling, and Pre-processing of MSW (Tipping Area) ........................................................................ 56
5.4.2 Area Requirement for Pre-Sorting Unit ............................................................................................................. 57
5.4.3 Area Requirement for Compost Plant ............................................................................................................... 58
5.4.4 Curing Shed ....................................................................................................................................................... 58
5.4.5 Area requirement for Refinement Open Yard, Packing and baggage area and finished product godown ....... 59
5.4.6 Total Area Requirement .................................................................................................................................... 59
5.4.7 Water Supply and Sprinkling system ................................................................................................................. 59
5.4.8 Electric Power.................................................................................................................................................... 59
5.4.9 Green Belt and Garden Area ............................................................................................................................. 59
5.4.10 Compost Rejects .............................................................................................................................................. 60
5.4.11 Sanitation Facilities ......................................................................................................................................... 60
5.4.12 Safety Equipment for Workers ........................................................................................................................ 60
5.4.13 Mechanical Equipment for processing plant operations ............................................................................... 60
5.5 LEACHATE MANAGEMENT .............................................................................................................................. 60

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Preparation of DPR for MSWM System under Zone-II

5.6 REGULATORY GUIDELINES ON COMPOST QUALITY .............................................................................................. 61

5.7 COST ESTIMATE OF COMPOST PLANT ............................................................................................................... 62
5.8 OPERATION & MAINTENANCE (O&M) FOR VERMI COMPOST PLANT ................................................................... 63

6.0 CLUSTERISATION OF ULBS ..................................................................................................................................... 65

6.1 GUIDELINES FOR DEVELOPING REGIONAL PROCESSING & LANDFILL FACILITY ACTION PLAN FOR MANAGEMENT OF
MUNICIPAL SOLID WASTE .................................................................................................................................... 66
6.2 SOLID WASTE MANAGEMENT RULES, 2016...................................................................................................... 67
6.3 EXAMPLES OF REGIONAL-CLUSTER FACILITY IN INDIA .......................................................................................... 67
6.3.1 Regional Waste Management Strategy - Gujarat............................................................................................. 67
6.3.2 Punjab MSW Project ......................................................................................................................................... 68
6.4 THE CONCEPT OF CLUSTERISATION IN ZONE-II ................................................................................................... 69
6.4.1 Clusterisation of ULBs ....................................................................................................................................... 70

7.0 DESIGN OF SANITARY LANDFILL FACILITY .............................................................................................................. 74

7.1 SITE SELECTION ............................................................................................................................................ 74

7.1.2 Location of the Proposed Sanitary Landfill ........................................................................................................ 76
7.2 WASTE TO BE HANDLED ................................................................................................................................. 76
7.2.1 Estimation of Landfill Capacity, Landfill Height, Landfill Area .......................................................................... 76
7.3 MONITORING FACILITIES ................................................................................................................................ 83
7.4 DETERMINATION OF EQUIPMENT REQUIREMENTS .............................................................................................. 85
7.5 DESIGN LIFE ................................................................................................................................................. 85
7.6 CONSTRUCTION AND OPERATIONAL PRACTICE OF SANITARY LANDFILL ................................................................... 86
7.7 POST CLOSURE CARE ..................................................................................................................................... 94
7.8 TECHNICAL SPECIFICATIONS ............................................................................................................................ 94
7.9 DRAWINGS .................................................................................................................................................. 94
7.10 COST ESTIMATES ........................................................................................................................................ 94

8.0 COST OF THE PROPOSED SYSTEM .......................................................................................................................... 97

8.1 CAPITAL COST OF THE PROPOSED SYSTEM......................................................................................................... 97

8.2 OPERATION & MAINTENANCE COST (O&M) OF THE PROPOSED SYSTEM ............................................................... 98

9.0 FINANCIAL FRAMEWORK ...................................................................................................................................... 99

9.1 OBJECTIVE OF SWACHH BHARAT MISSION ........................................................................................................ 99

9.2 MISSION COMPONENTS ................................................................................................................................. 99
9.3 FUNDING PATTERN FOR THE PROJECT .............................................................................................................. 99
9.4 SOURCES OF FINANCE .................................................................................................................................. 100
9.4.1 Financing capital cost of the scheme .............................................................................................................. 100

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9.5 MUNICIPAL FINANCIAL STRENGTH ................................................................................................................. 101

9.6 OPERATION AND MAINTENANCE COST ........................................................................................................... 101
9.7 REVENUE STREAMS ..................................................................................................................................... 103
9.8 REVENUE GENERATION FROM HOUSEHOLDS ................................................................................................... 104
9.9 REVENUE GENERATION FROM SALE OF COMPOST ............................................................................................ 105
9.10 REVENUE FROM SALE OF RECYCLABLES ......................................................................................................... 105
9.11 CALCULATION OF TIPPING FEE .................................................................................................................... 106

10.0 INSTITUTIONAL FRAMEWORK ........................................................................................................................... 108

10.1 ROLES AND RESPONSIBILITIES OF MAJOR INSTITUTION AS PER SBM .................................................................. 109
10.2 INSTITUTIONAL STRENGTHENING ................................................................................................................. 110
10.3 MODELS OF ARRANGEMENT ....................................................................................................................... 111

11.0 PUBLIC AWARENESS THROUGH INFORMATION, EDUCATION & COMMUNICATION AND CAPACITY BUILDING OF
URBAN LOCAL BODIES FOR SUSTAINABLE MSW MANAGEMENT .............................................................................. 113

11.1 OBJECTIVE ............................................................................................................................................... 113

11.2 PUBLIC PARTICIPATION AND AWARENESS THROUGH INFORMATION, EDUCATION AND COMMUNICATION PLAN ........ 114
11.2.1 Information ................................................................................................................................................... 114
11.2.2 Education ...................................................................................................................................................... 115
11.2.3 Communication ............................................................................................................................................. 115
11.3 APPROACH OF IEC PLAN ............................................................................................................................ 115
11.4 INFORMATION, EDUCATION AND COMMUNICATION STRATEGY ........................................................................ 116
11.4.1 Identification and Action ............................................................................................................................... 116
11.4.2 Development of an IEC Plan .......................................................................................................................... 118
11.4.3 Training and Capacity Building programmed ............................................................................................... 122
11.4.4 Methodology for Conducting Training Program ........................................................................................... 122
11.5 COMMUNICATION STRATEGY ...................................................................................................................... 123
11.5.1 Door to Door Campaign ................................................................................................................................ 124
11.5.2 Public Address Meeting ................................................................................................................................. 124
11.5.3 Media Support .............................................................................................................................................. 124
11.5.4 Folk Programme ............................................................................................................................................ 124
11.5.5 Social Mobilization ........................................................................................................................................ 125
11.6 INCENTIVES AND DISINCENTIVES – MUNICIPALITY ....................................................................................... 126
11.7 PHASING OF THE PROGRAMME ................................................................................................................... 127

12.0 ENVIRONMENT, HEALTH & SAFETY ASPECTS ..................................................................................................... 131

12.1 ENVIRONMENTAL MONITORING PLAN.......................................................................................................... 140

12.1.1 Frequency & Locations of Monitoring during Operation Phase .................................................................... 140
12.1.2 Specifications for Post-Project Monitoring ................................................................................................... 141
12.1.3 Record Keeping ............................................................................................................................................. 142

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Preparation of DPR for MSWM System under Zone-II

13.0 IMPLEMENTATION STRATEGY AND PLANNING ................................................................................................. 144

13.1 IMPLEMENTATION STRATEGY FOR SOLID WASTE MANAGEMENT ...................................................................... 144

13.2 KEY STRATEGY AND ACTION PLAN ............................................................................................................... 146
13.3 LEADERSHIP DEVELOPMENT AND CHANGE MANAGEMENT............................................................................... 151

14.0 OTHER OPERATION AND MAINTENANCE ASPECTS ............................................................................................ 154

14.1 PROPOSED MANAGEMENT SYSTEM ............................................................................................................. 154

14.2 MANAGEMENT INFORMATION SYSTEM (MIS) ............................................................................................... 155
14.2.1 Data Collection for MIS ................................................................................................................................. 156
14.2.2 Formats for Data Interpretation ................................................................................................................... 158
14.3 COMPLAINT HANDLING SYSTEM .................................................................................................................. 160
14.3.1 Essential Features of Complaint Handling System ........................................................................................ 160
14.3.2 General Rules for Handling Complaints ........................................................................................................ 161
14.3.3 Complaint handling system ........................................................................................................................... 161
14.3.4 Customer Care Centre/Control Room............................................................................................................ 161
14.3.5 Dedicated Phone Lines .................................................................................................................................. 162
14.3.6 Workflow to track Status .............................................................................................................................. 162

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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

List of Tables
Table 1: Methodology adopted for preparation of DPR ..................................................................................... 7
Table 2: Kothagudem Town Profile ..................................................................................................................... 9
Table 3: Census Population ............................................................................................................................... 10
Table 4: Total Revenue of Kothagudem Municipality for past five years ......................................................... 12
Table 5: Sources of MSW Generation in Kothagudem Town ............................................................................ 13
Table 6: Zone wise ward details of Kothagudem Municipality .......................................................................... 14
Table 7: Transportation Infrastructure in Kothagudem town ........................................................................... 15
Table 8: Details of existing site .......................................................................................................................... 17
Table 9: Sanitary Staff Strength ......................................................................................................................... 18
Table 10: Expenditure on SWM in Kothagudem Town ...................................................................................... 18
Table 11: Service Level Benchmarks .................................................................................................................. 22
Table 12: Population projections ....................................................................................................................... 26
Table 13: Waste projections with silt................................................................................................................. 27
Table 14: MSW generated from Commercial Establishments in Kothagudem ................................................. 30
Table 15: Street Sweeping Waste in Kothagudem............................................................................................. 30
Table 16: Waste generated from Drain silt ........................................................................................................ 31
Table 17: Total MSW generated in Kothagudem ............................................................................................... 31
Table 18: Physical characterization of MSW in Kothagudem ............................................................................ 31
Table 19: Population Estimates, Waste Quantities and Waste Characterization (Design Year 2017) for
Kothagudem ....................................................................................................................................................... 33
Table 20: Bins for segregation of waste............................................................................................................. 35
Table 21: Plan and infrastructure required for management of street sweeping waste .................................. 38
Table 22: Table showing year of purchase of existing vehicles and current status of working of vehicles in
Kothagudem Municipality .................................................................................................................................. 43
Table 23: Table showing year of remaining life span of vehicles ...................................................................... 44
Table 24: Summary of Annual O&M Cost for C& T waste of Kothagudem ....................................................... 45
Table 25: Annual Manpower cost ...................................................................................................................... 45
Table 26: Annual O&M Cost for Infrastructure . ................................................................................................ 46
Table 27: Annual fuel Cost for Infrastructure of Collection and transportation .............................................. 46
Table 28: Annual cost of consumables. ............................................................................................................. 47
Table 29: Evaluation of waste treatment technologies ..................................................................................... 49
Table 30: Waste Projections of the Kothagudem Municipality on excluding silt .............................................. 51
Table 31: Cost estimate for compost plant ....................................................................................................... 62
Table 32: O&M cost of compost plant .............................................................................................................. 63
Table 33: Indicative Plans for Solid Waste Management .................................................................................. 66
Table 34: Existing Waste to Energy Plant in Telangana State ............................................................................ 71
Table 35: Proposed Site Suitability .................................................................................................................... 76
Table 36: Details of the land fillable waste in Kothagudem Cluster .................................................................. 76
Table 37: Monitoring plan.................................................................................................................................. 83
Table 38: Cost of Machinery .............................................................................................................................. 95
Table 39: Infrastructure facilities ....................................................................................................................... 95
Table 40: Operation and Maintenance cost for Sanitary Landfill ...................................................................... 95
Table 41: Phase-wise cost of Sanitary Landfill for 25 years ............................................................................... 95

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Preparation of DPR for MSWM System under Zone-II

Table 42: Breakup of the Capital Cost of the Proposed Scheme ....................................................................... 97
Table 43: Breakup of the O&M Cost of the Proposed Scheme.......................................................................... 98
Table 44: Total Revenue of Kothagudem Municipal Corporation for past five years .................................... 101
Table 45: O&M Cost for the C&T System for Kothagudem Municipality ........................................................ 102
Table 46: O&M Cost for the Processing Facility at Kothagudem Municipality ................................................ 102
Table 47: O&M Cost for Regional Sanitary Landfill at Kothagudem Municipality ........................................... 103
Table 48: Summary of O&M Cost for Kothagudem Municipality .................................................................... 103
Table 49: Revenue Generation from the User Charges to be paid by Households in Kothagudem................ 104
Table 50: Revenue Generation from Commercial Establishments in Kothagudem Municipality ................... 104
Table 51: Revenue from Sale of Compost for Kothagudem Municipality ....................................................... 105
Table 52: Revenue Generation from Sale of Recyclable Waste in Kothagudem Municipality ........................ 105
Table 53: Cash Flow and Tipping Fee of the Project excluding Street Sweeping Component for Kothagudem
Municipality ..................................................................................................................................................... 106
Table 54: Roles and Responsibilities of Major Institutions as per SBM ........................................................... 109
Table 55: Action Plan for target groups ........................................................................................................... 117
Table 56: Communication Objective for each target group ............................................................................ 119
Table 57: Awareness and capacity buildings schedule and estimated activities costing for a year ................ 129
Table 58: The detailed Environment Management plan of project has been discussed in the following table:
......................................................................................................................................................................... 133
Table 59: Frequency of Monitoring During Operation Phase and Post Closure .............................................. 140
Table 60: Frequency of Monitoring during Operation Phase & Post closure .................................................. 140
Table 61: National Ambient Air Quality Standards .......................................................................................... 141
Table 62: Water Quality Standards (IS 10500:2012), Ed.2.2 (2003-2009) ....................................................... 141
Table 63: Record Keepings & Recordings ........................................................................................................ 142

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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

List of Figures
Figure 1: Division of 31 ULB as 4 groups under lead ULB Adilabad, Khammam, Warangal, Karimnagar ........... 4
Figure 2: Temperature Graph .............................................................................................................................. 9
Figure 3: Population trends ............................................................................................................................... 10
Figure 4: Revenue, Expenditure and Deficit for Kothagudem Municipality ...................................................... 12
Figure 5: Primary Collection ............................................................................................................................... 13
Figure 6: Street Sweeping .................................................................................................................................. 14
Figure 7: Dumper Placer Bin ............................................................................................................................. 15
Figure 8: Infrastructure Vehicles ....................................................................................................................... 16
Figure 9: Existing Dumping Site......................................................................................................................... 17
Figure 10: Wheelbarrow for Collecting Street Sweeping Waste ....................................................................... 39
Figure 11: Advantages of Regional Landfill Facility ............................................................................................ 65
Figure 12: Clusterisation of ULBs in Punjab ....................................................................................................... 67
Figure 13: Functioning of Regional Cluster Facility ............................................................................................ 68
Figure 14: ULBs under Zone-II of Telangana State ............................................................................................. 69
Figure 15: ULBs in Zone-II .................................................................................................................................. 71
Figure 16: Institutional Setup for Municipal Solid Waste Management ......................................................... 108
Figure 17: Models of Arrangement .................................................................................................................. 111
Figure 18: Solid Waste Management Activities ............................................................................................... 112
Figure 19: Objectives of IEC activities .............................................................................................................. 114
Figure 20: Awareness programmed at School on SWM .................................................................................. 115
Figure 21: Creating awareness on SWM among women ................................................................................. 115
Figure 22: IEC Strategy ..................................................................................................................................... 116
Figure 23: Target Groups in Solid Waste Management ................................................................................... 117
Figure 24: Public Awareness through IEC Plan ................................................................................................ 123
Figure 25: Public meeting and distribution of color coded bins ...................................................................... 124
Figure 26: Public meeting with school Kids ..................................................................................................... 124
Figure 27: Social Mobilization through IEC ...................................................................................................... 125
Figure 28: Incentives & Disincentives for promoting SWM ............................................................................. 126
Figure 29: Phasing of IEC Plan .......................................................................................................................... 127
Figure 30: Flowchart for Environment Management Plan .............................................................................. 132
Figure 31: Strategic Planning Process .............................................................................................................. 144
Figure 32: Instruments of Implementation Strategy ....................................................................................... 145
Figure 33: Change Management Process ........................................................................................................ 152
Figure 34: Proposed Management Structure for Solid Waste Management System ..................................... 154
Figure 35: General MIS Architecture ............................................................................................................... 155
Figure 36: Conversion of Data to Information ................................................................................................. 158
Figure 37: MIS-GIS System ............................................................................................................................... 159

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Preparation of DPR for MSWM System under Zone-II

List of Drawings
Tittle of Drawing Drawing No.
Topographical Survey/Contour Map T.S/ZONE-2/Kothagudem Town-00

Details of Layout Plan T.S/ZONE-2/Kothagudem Town -01

Detail of entrance gate T.S/ZONE-2/Kothagudem Town -02

Detail of Boundary wall T.S/ZONE-2/ Kothagudem Town -03

Detail of Compost Pad T.S/ZONE-2/ Kothagudem Town -04

Design Details of floor for Tipping & Pre Processing T.S/ZONE-2/ Kothagudem Town -05
and Machine Shed areas
Details of parking platform section T.S/ZONE-2/ Kothagudem Town -06

Details of Weigh Bridge and Scale room T.S/ZONE-2/ Kothagudem Town -07
Details of common shed and Steel roof Truss T.S/ZONE-2/ Kothagudem Town -08

Details of Security Room T.S/ZONE-2/ Kothagudem Town -09

Details of Office Building with Meter Room T.S/ZONE-2/ Kothagudem Town -10
Details of Leachate Collection System T.S/ZONE-2/ Kothagudem Town -11

Details of Section Plan T.S/ZONE-2/ Kothagudem Town -12

Details of Landfill Section T.S/ZONE-2/ Kothagudem Town -13

Details of Tyre Washing Facility T.S/ZONE-2/ Kothagudem Town -14

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LIST OF ANNEXURE

1 Sample Questionnaire

2 Population and waste Projections of Kothagudem

3 Waste Projections of Kothagudem

4 Quotation for Proposed Infrastructure

5 Vendor contact list

6 Notification- MSW Rules 2016

7 Estimates

8 Laying & Installation Method for Geo Synthetic Clay Liner

9 Technical Specifications for Sanitary Landfill

10 Quotation for Sanitary Landfill

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Abbreviations

GoTS Government of Telangana State

SBM Swachh Bharat Mission

BOQ Bill of Quantities

CPCB Central Pollution Control Board

CPHEEO Central Public Health and Environmental Engineering Organization

CRP Community Resource Person

DPR Detailed Project Report

EHS Environment, Health and Safety

EWS Economically Weaker Section

GoI Government of India

HIG High Income Group

IEC Information, Education and Communication

ITC Indian Tobacco Corporation

LGB Local Governing Bodies

LIG Low Income Group

LPCD Liters per capita per day

MEPMA Mission of Elimination of Poverty by Municipal Areas

MIG Middle Income Group

MLD Million Liters per day

MoUD Ministry of Urban Development

MSW Municipal Solid Waste

MSWM Municipal Solid Waste Management

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Preparation of DPR for MSWM System under Zone-II

MT Metric Ton

MW Mega Watt

NGO Non-governmental Organization

NUSP National Urban Sanitation Plan

O&M Operation and Maintenance

PPEs Personal Protective Equipment’s

PPP Public Private Partnership

RDF Refuse Derived Fuel

SCP Secondary Collection Point

SHGs Self Help Groups

SI Sanitary Inspector

SLB Service Level Benchmark

SWM Solid Waste Management

TPD Tons per day

TSTDC Telangana State Transport Development Corporation

ULB Urban Local Body

WTE Waste to Energy

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1.0 INTRODUCTION
1.1 Project Background

The GoTS intends to institutionalize a holistic Integrated, sustainable environment and eco-friendly
Municipal Solid Waste Management System in the urban local bodies (ULBs) of the state in turn
with SBM launched by GoI and Swachh Telangana announced by Government of Telangana.

C&DMA is the State Mission Directorate and the Nodal agency for implementation of Swachh
Bharat Mission. C&DMA was formed after the passing of the Andhra Pradesh Reorganization Act,
2014. TUFIDC is a Government of TG entity for the development of projects in Urban Infrastructure
and proposed to prepare Detailed Project Reports for the 67 ULBs and also cluster-wise.

The DPRs shall comply with the Solid Waste Management Rules 2016 (or SWM Rules, 2016), under
the aegis of the Environment (Protection) Act 1986 and the guidelines issued there under from time
to time. The SWM Rules, 2016 stipulate that each Municipal Authority should treat and dispose of
the MSW generated by them in a manner so as not to cause damage to human health and
environment.

Telangana state comprises 67 ULBs (Before district reorganization) which were classified as two
Zones (Zone 1 – 36 ULBs and Zone II- 31 ULBs) for the implementation of Integrated Municipal Solid
Waste Management (ISWM) in the state. IPE Global has been entrusted to prepare the DPR for
MSW management for 31 ULBs out of 67 ULBs (zone-II).

There is a need to enhance the existing MSWM system for all 31 ULBs and thus improve the health
and living standards of its residents. The purpose of this project is to identify the existing MSWM
practices within all the towns, recognize deficiencies/gaps in the present system and propose a
comprehensive plan for MSWM including segregation, collection, transportation and
regional/cluster approach for processing & scientific disposal in Integrated Municipal Solid Waste
Management Facility in compliance with the SWM Rules 2016, NGT Guidelines etc. In addition,
analyze options for waste processing for effective and scientific management of MSW generated.

Broad objective of this assignment was to analyze the feasibility with respect to technical, financial,
economic, environmental and social aspects, prepare conceptual design, drawings, cost estimates
of proposed MSW collection, segregation and transportation system, sanitary landfill and develop
options for waste processing, for the effective and scientific management of MSW generated in the
all towns.

1.2 Project Area

Government of Telangana has taken up the task of Districts reorganization of the existing districts
excluding Hyderabad, for better administration and development of the areas. After district re

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Preparation of DPR for MSWM System under Zone-II

organization project areas i.e. 31 ULBs presented here by covering presently 16 newly formed
districts where it was only four districts before reorganization

The project area (Zone 2) 31 ULBS covering 16 newly formed districts.

S.No District ULB
1 Adilabad Adilabad

2 Jayashankar (Bhupalpally) Bhupalpally

3 Jagtial Jagityal,Koratla, Metpalli

4 Jangaon Jangaon

5 Komaram Bheem (Asifabad) Kagaz Nagar

6 Karimnagar Karimnagar, Jammikunta, Huzurabad

7 Khammam Khammam, Madhira, Sattupally

8 Bhadradri (Kothagudem) Kothagudem, Palwancha, Manuguru, Yellandu

9 Mahabubabad Mahabubabad

10 Mancherial Bellampally,Mandamarri,Mancherial

11 Nirmal Nirmal, Bhainsa

12 Pedapalli Ramagundam, Pedapalli

13 Rajana (Sircilla) Sircilla,Vemulavada

14 Siddipet Husnabad

15 Warangal Urban Warangal

16 Warangal Rural Parakala, Narsampet

However Project Area (31 ULBS) are grouped under four groups to facilitate formation of clusters to
implement integrated municipal solid waste management in these 31 ULBs

As per NGT guidelines 8 clusters are formulated for these 31 ULBS Mancheriyal, Nirmal, Warangal,
Kothagudem, Jagtial, Karimnagar, Khammam and Ramagundam are proposed as Lead ULBS of these
8 clusters and the towns not covered under these clusters are proposed as standalone processing
and disposal facilities. Detailed description for the basis of formation of clusters is presented in
“Chapter -6 Clusterisation of ULBs”.

Figure no 1 shows four groups and the ULBs grouped in to.

 Warangal (6 towns)
Warangal is the Group Headquarter

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 Karimnagar (11 towns)

Karimnagar is the Group Headquarter
 Adilabad (7 towns)
Adilabad is the Group Headquarter
 Khammam (7 towns)
Khammam is the Group Headquarter
There are a total of 4 municipal corporations which have population varying from 1.2 lakhs to 8
lakhs. Rest 27 are small municipalities having population less than 1 lakh.
As per the terms of reference of the assignment, separate DPRs are prepared for each ULB
including the existing practices of MSW management, inadequacies and approaches for
improvement of waste management.
The Present assignment is for the preparation of Solid Waste Management (SWM) Detailed Project
Report (DPR) for Kothagudem Municipality for a design period of 25 years.

IPE Global has initiated the project by circulating questionnaires (Sample Questionnaire attached as
Annexure no 1) to all the Commissioners of the ULBs and their staff. IPE Global then mobilized
technical team and teams of surveyors to the ULBs for collection of primary data.

This DPR provides detailed description of area and site conditions prevailing in Kothagudem town
waste management practices at each ULB and approach for proposed technological interventions.
The proposed interventions are in accordance with the ToR provided and MSW (Management &
Handling) Rules 2016, to the extent possible and within the constraints posed by the site
conditions.

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Figure 1: Division of 31 ULB as 4 groups under lead ULB Adilabad, Khammam, Warangal, Karimnagar

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1.3 SCOPE OF WORK

The scope of work includes the following:
 Realistic assessment of quantity, Characterization and classification of MSW
 Detailed survey of the prevailing conditions
 Situation/Gap Analysis of the existing condition with respect to SWM Rules, 2016
 Detailed planning for resource requirement & implementation strategy
 Design of MSW management system viz. Collection System (Primary/ Secondary) ,
Transportation & Fleet Management Plan, waste processing system and sanitary landfill in
accordance with SWM Rules 2016 & CPHEEO Manual, Govt. of India
 Techno economic and environmental analysis of various options for MSWM
 Preparation of conceptual and detailed drawings
 Preparation of Bill of Quantities (BOQs)
 Capital and Operation & Maintenance (O&M) cost estimates
 Identification and formation of the clusters on the basis of geographical locations
 MSW management model including privatization aspects
 Preparation of Detailed Project Report (DPR)
The deliverables will ultimately achieve the following goals
 100% source segregation of wet & dry waste
 Primary collection of waste
 Secondary collection and transportation of waste
 Creating and sustaining a supply chain for recycled waste
 Streamlining and optimization of transportation system
 Analysis for the need of transfer station and its basic design
 Innovative processes and their enforcement for making the habitations litter free, bin free and
dump free to prevent the health hazard.
 Options for processing the biodegradable waste
 Feasibility study for the exploration of waste to power on the basis of cluster approach
 Options for using the inert material like construction & demolition material
 reclamation and bio-mining of old dump sites
 Implementation of zero landfill concept

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 Innovative incentive structure to the operating personnel for motivation

 Financial and institutional framework
 Measures for the involvement of all stakeholder
 Information, Education and Communication (IEC) campaign models and enforcement plans
 Other Management Aspects
o Stakeholders’ complaints
o Management of Information Systems (MIS)
o Environment, Health and Safety (EHS)

1.4 Methodology
The overall activities to be performed under the project are broadly classified under 4 tasks as
below:

The details of activities under each task and the methodology adopted for the preparation of
MSWM Plan are provided in the below table

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Table 1: Methodology adopted for preparation of DPR

Scope Methodology Remarks

Task 1: Kick off meeting with TUFIDC and Other Stakeholders (Municipalities/ULBs, Service users)

Task 2 : Reconnaissance Site Visit for the ULB‟s

Study of municipal solid waste generation 

Assessment of data collected 
and management based on data available at 
Independent assessment of SW‟s quantitative & qualitative
ULBs. Characteristics
 Clustering of areas
Task 3 Analysis and evaluation of existing situation of municipal solid waste management services and identification of relevant key
weaknesses and gaps
 Study of legal, organizational, Consultation with MCs and collection of all the relevant data. The Ascertaining the quality
technical, social, environmental and data collection was carried out in terms of: and quantitative
financial aspects of the existing - Quantitative, qualitative assessment of MSW analysis of waste gaps in
system in the ULBs. - Present scenario of collection, transportation and disposal. the existing system
- Budgetary situation for MSW management and or processing per
ton of waste
 Revenue generation and other modes of financing.
 Identify key issues and bottle necks in current system and
financial expenditure.
 Analyze the need for transfer station.
 Land availability for landfill in each Lead ULB within the
proposed cluster and quantity of rejects taken to the landfill.
Analysis of data collected and screening based on different

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parameters in consultation with TUFIDC.

Task 4 :Preparation of detailed project report (for designing an efficient municipal solid waste management system that includes optimum
collection, transportation, processing, and disposal arrangements in line TUFIDC expectations and capacity)
While structuring DPR IPE taken account Screening process for preparation of has be devised considering
factors influencing techno commercial the following:
viability, existing regulatory scenario,  Legal (compliance to MSW Rules 2016)
awareness as well as potential support  Technical (Solid waste treatment and disposal technique
mechanisms for making projects technically considering most practiced technologies like composting,
and financially viable. Biomethanation, waste to energy etc.)
 The project viability model was formulated considering the
long term sustainability of effective waste management.
 Preparation of DPR was developed based on the available
data and study and subsequent approval of Interim report
from the proponent.

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2.0 SOCIO ECONOMIC TOWN PROFILE

This chapter elaborates on the overall overview & profile of Kothagudem respectively, followed by
brief overview of the municipalities and their existing Municipal Solid Waste (MSW) management
system in each group/town based on reconnaissance/overview survey of the town, visits of
dumping sites and detailed discussions held with the concerned officials including the Municipal
Commissioner of each ULB.

2.1 Location and Extents

Kothagudem is the main industrial town in the Khammam district of the state Telangana. It is also
known as the coal town of South India and is located about 270 km away from Hyderabad.
Kothagudem has the headquarters of Singareni Colleries Company Private Limited (SCCL) in the
town. The Kothagudem Thermal Power Station (K.T.P.S.), Nava Bharat Ferro Alloys (N.B.F.A),
Sponge Iron India Limited (S.I.I.L) is some of the other important industries here. Kothagudem
notified area committee was constituted vide G.O.Ms No. 274 dt: 29-3-1971 and converted into 1st
grade municipality vide G.O.Ms 217 MA dt: 8-5-1995.
Table 2: Kothagudem Town Profile

Population (Census 2011) 79819

Area(In Sq. Kms) 16.10
No. of Households (Census 2011) 22704
No. of Wards 33
Length of Roads(km) 257.2
Length of Drains(km) 251.20

Source: Kothagudem Municipality

2.2 Climate
Kothagudem has a tropical climate. The summers have more rainfall than winters. The average
annual rainfall in Kothagudem is 1046 mm. The month of May is considered to be the warmest
month of the year in Kothagudem and December is the coldest month of the year in town. The
average temperature of May is 34.2 °C whereas average temperature of December is 23°C. The
temperature varies throughout the year by 11.2 °C.
Figure 2: Temperature Graph

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Source: Climate-data.org

2.3 Demography

As per 2011 census, population of Kothagudem has reached 79850. The table below examines the
population variation in the town over the six decades and the population growth trends over the
years. Between the period of 2001 and 2011, the town has witnessed a reduced growth rate of 0 %
while the highest growth rate observed between the period of 1971 and 1981. The population of
the city and the growth rate is presented in the figure below:
Table 3: Census Population
S. No. Year Population Decadal Growth Rate
1 1961 69728
2 1971 75542 8.3
3 1981 94894 25.6
4 1991 86951 -8.4
5 2001 79721 -8.3
6 2011 79850 0.2
Figure 3: Population trends

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2.4 Existing Infrastructure

2.4.1 Physical Infrastructure

Various infrastructure facilities within the city have been studied in depth such as roads, industries,
electricity and social infrastructure.

Roads

Kothagudem is an industrial town and headquarters of SCCL. The national highway 221 passes
through Kothagudem and the roads of the city connect to forest area, govt. offices and coal mines
etc. Total length of the road in the town is 257.2 km (concrete road- 163.78 km, BT road- 16.1 km,
WBM road – 20.32 km, Kutcha road- 25 km and Gravel Road-32 km) and total length of the drains
in the town is 251.20 km.

Economy

Kothagudem is a coal mining area. It has huge forest cover. As already discussed, it has SCCL head
office and a thermal power plant where the coal produced is being used for electricity production.
The town makes revenue mainly from mining activities, restaurants and hotels, hospitals and
educational institutes
Tourism

The town has some famous industries such as SCCL, KTPS, Navbharat Ventures Limited etc. due to
which it attracts people from neighboring areas for work opportunities. Apart from that
Kothagudem has some good temples which are visited by devotees from all over the state
Social Infrastructure

2.4.2 Social Infrastructure

Educational Activities

The City is the one of the important educational centers in the State having Sri Ramachandra Arts &
Science Degree and PG College, University College of Engineering, Kakatiya University, Government
Polytechnic College Rudrampur, Nava Bharat Public School, Sri Ramachandra High School, SCCL
Women's Degree & PG college etc.

Health Facilities

Kothagudem has well renowned health facilities in and around the area. There are total 35
hospitals, 8 nursing homes, 1 dispensary and 9 clinics in the town. These have been providing
medical facilities to the people of the region since many years

2.5 Financial Status of Kothagudem Municipality

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The review of Kothagudem Municipal finance indicates that the Municipality has two sets of
revenue (i) from own sources and (ii) from external sources. The own source of revenue includes
components such as Property tax, user charges, other taxes except the property tax and non-tax
own source revenue. Currently there is no user charges levied on SWM. The Taxes other than
property tax include advertisement tax, taxes on animals, carriages & carts, water charges, market
fees, encroachment fee, developmental charges, licenses fees. Non tax comprises of rents from
markets, selling of scrap and used paper by the ULB, hire charges (e.g. road roller) etc.

The components under external sources include Plan grant from State and Central Government,
Non-Plan Grant/compensation, receive the funds from Central and State Government for the
physical infrastructural developments in terms of roads, water supply, sanitation, drainage,
buildings and lightening. The summary of revenue of municipality in past five years in as under:
Table 4: Total Revenue of Kothagudem Municipality for past five years
Total Revenue Amount in Rupees lakhs
Sr. No. Revenue of the Own Source Grant/Loan/ Subsidy Total Total Expenditure
Municipality for last (Assigned Revenue)/ Revenue
5 years any other receipts
1 2014-2015 547.39 660.65 1208.04 567.8
2 2013-2014 488.92 585.79 1074.71 668
3 2012-2013 603.72 806.84 1410.56 1329.62
4 2011-2012 449.87 471.11 920.98 899.26
5 2010-2011 406.9 676.92 1083.82 874.97

Figure 4: Revenue, Expenditure and Deficit for Kothagudem Municipality

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3.0 STATUS OF EXISTING MUNICIPAL SOLID WASTE

MANAGEMENT SYSTEM
This chapter discusses the existing SWM practices prevalent in Kothagudem Municipality. The
various sources of waste generation, current primary & secondary waste collection practices, waste
transportation & disposal mechanisms and gaps in the existing SWM system w.r.t. SWM Rules,
2016 and MSW Manual, CPHEEO, Govt. of India are identified in this chapter.
The information provided in this chapter was furnished through interactions with various
stakeholders, officials of Kothagudem Municipality and site investigations performed by the IPE
Global’s project team.
In general, quantity of MSW generated depends on a number of factors in a ULB such as food
habits, standard of living, degree of commercial activities and seasons. These quantities are useful
in planning and developing system for efficient collection and disposal of MSW.
The municipal solid waste generated from the ULB was weighed and ensured by the Commissioner.
The total waste generated from the Kothagudem estimated by ULB in the current year is 52 TPD
with 0.454 kg per capita per day.
Table 5: Sources of MSW Generation in Kothagudem Town
Population (census 2011) 79819
Area (in Sq. km) 16.10 sq. km
No. of Households (census 2011) 22704
No. of Wards 33
Total Waste generation 52 MT/Day
Total Waste Transported 48 MT/Day
Total road length 200.20 km
Total drain length 289.0 km
Source: Kothagudem Municipality.

3.1 Present SWM Scenario

3.1.1 Segregation
At present, there is about 5 to 6 % partial segregation activity taking place in ten wards of the town. Ward no
7, 8,9,17 and 21 are the main wards where segregation is
being done.

3.1.2 Primary collection of waste

There is 75-80 per cent door to door waste collection in
Kothagudem municipality. The town is divided into 6
zones for sanitation purpose. The details of each zone
are given below in Table 2. Sanitation activities start in
the morning at 6.00 a.m and end at 11.00 a.m and in

Figure 5: Primary Collection

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the afternoon from 2.00 p.m. to 5.00 p.m.

Table 6: Zone wise ward details of Kothagudem Municipality
S.No Zone No Wards in Each Zone
1 Zone No. 1 Ward No.1, 2,3,4 and 5
2 Zone No. 2 Ward No. 6,7,14,15,16 and 17
3 Zone No. 3 Ward No. 8,9,10,11,12 and 13
4 Zone No. 4 Ward No. 18,19,20,21 and 22.
5 Zone No. 5 Ward No. 23, 23, 25, 26, 27 and 28.
6 Zone No. 6 Ward No. 29,30,31,32 and 33.
The process of door to door collection is done through 18 Pushcarts, 7 tractors, 7 autos and 16
tricycles. The waste is collected by sanitary workers daily from each household in 26 wards out of
33 wards whereas the rest of the 7 wards are managed and maintained by Singareni Collieries
Company Private Limited.
The waste from commercial areas, hotels & restaurants is collected by the tractors (capacity of each
is 2.5 ton) and autos (capacity of each is 0.5 ton) in morning hours

3.1.3 Street Sweeping:

Street sweeping is done on daily basis for all 26 municipal wards. Sweepers, who are mainly female
workers, are provided with jharoo (brooms). They collect the waste on road sides, which are then
transferred to the tractors and autos manually

Sweepers are provided with jharoo (brooms) hand-carts, bamboo stick used to clean nalas [drains].
They collect the waste on road sides, which are then transferred to the tractors manually after that
it is transported to the existing dumping site.

Figure 6: Street Sweeping

3.1.4 Silt from drains:

There are mostly open drains where waste generated from various sources is disposed off. The
internal as well as main road drains are cleaned once in two days. The waste collected from drain
cleaning is kept at road side which is then lifted by auto or tractors and transported to dump site.

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Figure 7: Dumper Placer Bin

3.1.5 Secondary Collection & Transportation
At present, there are dumper bins with Kothagudem Municipality. In morning sanitary workers
collect the waste from households by using pushcarts and tricycles and bring the waste to garbage
collection centers or dumper bins from where the garbage is lifted using tractors or auto trollies.
The open dumping points are located in ward no 18, 2, 17, 16 and 24.The tractors and autos collect
the waste from these open collection points and dump directly at dumping yard

3.1.6 MSW Transportation System

This section describes the workshop for maintenance of transportation vehicles, the transportation
equipment available within the Kothagudem Municipality, the routing details of these vehicles, and
the current MSW transportation practices followed in the town.

Workshop (Municipal Garage)

At present, there is no designated workshop under the municipality. Repairing and other works of
waste transportation vehicles are outsourced locally.

Transportation Equipment

The detail of distribution of secondary collection infrastructure is tabulated below:

Table 7: Transportation Infrastructure in Kothagudem town

S.No Type of Vehicle Numbers Capacity Year Of Purchase
1 Tractor 7 2.5 ton 2000 and 2012
2 Autos 7 0.5 ton 2012
3 Tricycles 16 0.05 T -
4 Pushcarts 18 0.09 T -
5 Dumper placer 1 2006-07
6 Dozer 1 2010-11
Source: Data Received from Kothagudem Municipality
Assessments of the existing vehicles and their life span is presented in detail in chapter 4.

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Figure 8: Infrastructure Vehicles

Routing of Vehicles
There is specific route plan followed by the municipality for collecting waste. Tractors and autos are
used for collection of waste from commercial and residential areas. Each tractor takes 2 trips per
day in the town. The drivers are required to make entries in log book when they return from work
regarding the amount of fuel used, no. of locations visited, timing, etc. which is then verified by
sanitary inspector or commissioner.

3.1.7 Waste Processing and Disposal Mechanism

Dry Waste:
The paper, plastic and metal waste is being separated and sold off to scrap dealers. The remaining
waste goes to the dumping site where two sheds are available for segregation and storage purpose.
The Hema Shri Power Projects have a tie-up with Kothagudem municipality for collection of
discarded waste for their waste to energy plant. As the plant has not started its operations thus the
infrastructure at dumping site is still not functional.
Biodegradable Waste:
The bio-degradable waste is not segregated either at the primary collection points, secondary
collection points, or dumping sites. Currently, there is no processing of biodegradable waste and is
dumped along with other waste streams.
Non-biodegradable Waste:

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Street sweepings and drain silt is a major constituent of the non-biodegradable wastes. This type of
waste is disposed off at the dumping sites along with other wastes without any prior processing.
Disposal of Waste:
The MSW generated in the town is disposed off at an open site located in Ward No. 10 at
Garimellapahad. The land is approximately 6 acres and there is no scientific disposal method being
followed on it after discarding of MSW. There are two sheds for segregation and storage purpose
but are not being used right now. The waste is left open for the natural decomposition. Since
existing dump yard is not an engineered landfill, therefore it is prone to ground water
contamination and soil pollution. It may also cause vector nuisance, odor problem, besides
becoming breeding grounds for mosquitoes, flies, etc. The leachate generated can also cause
unsanitary condition in the surroundings.
Proposal has been submitted for allotment of another 10 acres of Land for dumping yard but yet
not been allotted by revenue department.

Figure 9: Existing Dumping Site

Table 8: Details of existing site
S.No. Task Description
1 Extent (acres) 6
2 Sy.No & Location Garimellapahad
3 Distance (Kms) 6
4 Ownership by Municipality Yes
5 No. of Sheds 2

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6 Water Facility (Yes/No) Yes

7 Power (Yes/no) Yes
9 Water facility Yes/No Yes

10 Compound Wall (Yes/no) Yes

11 Pulveriser (Yes/No) yes

13 Status of acquisition (If land not available )

3.1.8 Initiatives taken by municipality

The Kothagudem Municipality has conducted few awareness activities such school awareness
programs, vendors meetings and meeting with slum level federation and town level federation.
People were told about segregation of dry and wet waste on all these platforms

3.1.9 MSW Management System

This section describes the MSW Management and Handling System prevalent in the town. The
management system is headed by the Commissioner itself and the work is undertaken by the
supervisory staff under his guidance.
Table 9: Sanitary Staff Strength
Type of staff Permanent Contract
Sanitary Inspectors 2 0
Sanitary Supervisors 0 0
Sanitary Jawans/Maestry 0 0
Workers 28 186
3.1.10 Expenditure on MSW
The Municipal Corporations and City Governments create and maintain assets with funds provided
by central and state Grants, funds internally generated by local Governments through taxes and
tariffs, capital markets etc. Solid waste management is a non-revenue generating activity for
municipalities in India, majority of which is spent on manpower and fuel. This section briefly
enquires the efficiency (in terms of cost per ton) of municipality in executing the MSW collection,
transportation and disposal activities.
Table 10: Expenditure on SWM in Kothagudem Town
Financial Year (FY) 2014-15 (In Lakhs per month)
Cost of fuel 19.38
Cost of repair & maintenance of equipment 3.34
Miscellaneous Cost on Sanitation Activities 5.9
Total 28.62

3.1.11 Gaps in Existing MSW Management System

There are very detailed and specific criteria for management of municipal solid waste. It includes
guidelines, guidance notes and specific work standards to be adopted by municipal personnel or
personnel involved with solid waste management (directly or indirectly) for organized SWM

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practices (starting from waste collection, segregation, transportation, to environmentally safe

waste disposal practices).
Some of the significant gaps observed by project team are as under:
Level Operations Pictures

Segregation Existing System:

at Source
There is no segregation at source into wet and dry
waste. However, there is partial segregation activity
taking place in ten wards of the town. The paper, plastic
and metal waste is being separated and sold off to scrap
dealers. The remaining mixed waste goes to the
dumping site. There are no separate containers at
household level or for transportation of waste
Proposed System:
The proposed system will promote 100 % segregation of
waste at source and public awareness through IEC
Activities for Sustainable Solid Waste Management. As a
standard practice, MSW has to be segregated into
biodegradable and non-biodegradable wastes and
disposed off in separate containers at household level
and also during transportation to aid in efficient waste
processing and disposal mechanisms. There must be
acceptance of 3R’s (Reuse, Reduce & Recycle) among
society for the efficient MSW Management & less
burden on existing landfills
Primary Existing System:
Collection
There is a partial door to door collection system in
of Waste
Kothagudem town. Out of total 33 wards, only 26 wards
are covered under door to door collection system while
rest of the 7 wards is maintained by Singareni Collieries
Company Private Limited. The waste collected from
various sources is mixed waste including road sweepings
and drain sludge, which reaches the dump site. Waste
Primary Collection
from households and other establishments are thrown
on the open sites or overflowing municipal bins un-
segregated. By and large, crude dumping of waste is
done in the town without following the principles of
scientific sanitary land filling. The sanitary workers do
the street sweeping, collect drain silt and waste heaps
from roadsides and dispose them off at a nearby open
dumps. These unorganized disposal methods have
resulted in accumulation of solid waste on roadsides,

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vacant plots, in low lying areas and storm water drains.

Proposed System:
The proposed system will cover 100 % door to door
collection of waste. There should be proper segregation
at source and mixed waste should not be dumped
directly to the dumping ground without prior processing
and treatment. The roadside waste collected by street
sweepers must be directly dumped into a separate bin at
the secondary waste collection point. Each sanitary labor
will be provided with proper protective clothing during
collection such as face mask, disposable gloves, boots,
hats and uniform. As per the norms, BMW shall be
processed separately by hospitals and will not be mixed
will Municipal Solid Waste during collection and
transportation
Secondary Existing System:
Storage of
The Project team observed that open dumps, broken
Waste
dustbins and uncleaned overflowing dumper bins are
placed for secondary storage of MSW. In the absence of
proper secondary storage facility for MSW, it is dumped
at any location in the vicinity – drains, street corners and
other open areas which is an eyesore, thereby causing
environmentally hazardous & unhygienic conditions
Overflowing Dumper Bin
across the city, thus creating conditions for breeding of
mosquitoes, grazing by cattle
Proposed System:
The proposed system will provide separate colored bins
at the secondary storage location for biodegradable and
non-biodegradable and recyclable/ combustible wastes.
The bins must be covered and cleared at the scheduled
time to prevent storage of waste for a long time and to
avoid littering of waste outside the bins. Bins should be
placed at each colony or locality and must be accessible
by each households and commercial areas.

As per the MSW 2016 Rules the transfer stations are

Transfer required in the towns where disposal sites are more
Station than 15 Kms away from the collection area, there is no
requirement of transfer station for this town.
Secondary Existing System:
Transportati
Solid waste is transported in open three wheelers,
on of Waste
tricycles, pushcarts and tractors. The Project team

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observed that these open vehicles are overloaded with

waste, resulting in road littering during transportation.
The loading and unloading of waste is done manually
and municipal workers involved in this activity do not
use any Personal Protection Equipment’s (PPEs) for their
protection.
Proposed System:
As per standard practice, the waste transportation
vehicles must be covered at all times expect while
loading and unloading activities and the loaded waste
should not exceed the capacity of the waste
transportation vehicles.
Processing Existing System:
and
The solid waste collected from various sources is
Disposal of
disposed off in open dumpsites indiscriminately without
Waste
segregation or preprocessing. There is no engineered
sanitary landfill site for safe disposal of solid waste
Proposed System:
According internationally accepted norms,
biodegradable waste shall be processed and converted Unscientific Disposal of Waste
into compost; recyclables shall be segregated and stored
separately to be processed by recyclers; no hazardous
waste/ bio-medical waste be dumped along with MSW;
construction waste to be segregated and used for filling
low lying areas and only remaining waste shall be
dumped into engineered landfill facility without creating
nuisance or hazard to public health or safety, such as
breeding of rodents and insects and contamination of
groundwater. The recyclables such as plastics of
different varieties must be use in road formation which
is an eco-friendly technology and has been proven
effective in wholly utilization of plastic waste as well as
increases the strength and performance of the road

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3.1.12 Service Level benchmarks

Table 11: Service Level Benchmarks
Indicator Rationale Formula and calculation Value SLB
(%) Standard
(%)

Household Door-step level collection is an (Total number of households 71 100

level essential and critical starting
coverage of and establishments with
point in the entire chain of
solid waste daily doorstep collection/

Formula
management scientific solid waste
services
Total number of households
management services. Having
and establishments in the
waste free clean roads and
drains, scientific treatment of service area)X 100
waste so as to maximise
16490/23225*100
treatment, recycling, and Calculation
disposal, can all be achieved in
a sustainable manner only if
door-to-door collection of
waste is sustained.

Collection Collection efficiency should (Total quantum of waste that 67 100

Efficiency measure waste collected in is collected by the ULB or
normal course by the SWM authorized service
Formula

systems. Typically the

providers/Total waste that is
uncollected waste tends to
generated and which needs
gradually find its way into
recycling, or is strewn along the
to be collected)X 100
roads, clogs the drains or in
case of bio-degradable waste, it 25/37*100
Calculation

putrefies and degrades.

Therefore, collection efficiency
is a key performance indicator.

Extent of Segregation of waste is a critical (Quantum of waste that is 6% 100

Segregation requirement for sustainable
segregated/Total quantum
of waste solid waste management
Formula

of waste that is collected by

systems. Segregations enables
the ULB or authorized service
recycling, reuse, treatment and
scientific disposal of the providers)X 100
different components of waste.
Segregation of waste should
ideally be at source, and should 2.23/37*100
Calculation

then also be transported in a

segregated manner up to the
point of treatment and /or

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disposal. If waste is received at

these points in a segregated
manner, it can be safely
assumed, that it has been
segregated at source and
transported so; while the
converse may not be true.
Therefore, segregation is being
measured at this point of
receipt, rather than at point of
collection.

Extent of The processing, recycling and (Amount of waste that is 4% 80

recovery of reuse should be carried out
processed or recycled/Total
waste without creating any health and
Formula
quantum of waste that is
collected environmental hazards, the
collected by the ULB or
total quantum of waste
authorized service
recovered is in itself a key
performance parameter. providers)X 100
Therefore, measurement of this
1.5/37*100
indicator is critical. The
benchmark value for this
indicator will depend on the
amount of inert matter
Calculation

comprised in the waste

collected by the ULB. Waste
composition is typically unique
for each city, while being in a
broad range of values for
similar cities.

Extent of Inert waste should finally be (Total waste disposed in 0 100

scientific disposed at landfill sites, which "compliant" landfills every
Formula

disposal of are designed, built, operated

month/Total waste disposed
waste in and maintained as standards
landfill sites laid down in prevailing laws and in all landfills every month)X
manuals of nodal agencies. This 100
includes collection and
0/37*100
treatment of leachate at the
landfill site. Extent of
Calculation

compliance should be seen

against total quantum of Waste
that is disposed in landfills. This
is a critical performance
parameter from an

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environmental sustainability
perspective.

Extent of The costs related to SWM may (Total annual operating 0 100

Formula
Cost be recovered through a
revenues /Total annual
Recovery combination of taxes and user
operating expenses) X 100
for the ULB charges. In case of SWM, there
in SWM is potential to supplement user Not available
charges with revenues that can
services be gained from recycling, reuse

Calculation
and conversion of waste to
either compost or fuel or
directly to energy. Therefore, it
is critical for measuring overall
cost recovery.

Efficiency in Many ULBs / utilities have put (Total number of complaints 92 80

redressal of in place systems to capture redressed within the
Formula

customer complaints, much more work

month/Total number of
complaints needs to be done to put in
SWM related complaints
place back-end systems for
satisfactorily resolving those received per month)X 100
complaints in a timely manner.
As SWM is an essential service,
the benchmark time for
Calculation

redressal is24 hours or the next

working day. It is therefore
important to monitor this
indicator.

Efficiency in it is not just enough to have an (Current revenues collected 0 90

collection appropriate tariff structure that
in the given year/Total
Formula

of SWM enables cost recovery

operating revenues billed
charges objectives, but also efficient
collection of revenues that are during the given year)X 100
Due to the utility. It is also
0/0*100
important that the revenues
are collected in the same
Calculation

financial year, without allowing

for dues to get accumulated as
arrears. It is Therefore critical
to monitor this indicator.

Source: SLB Report and site study

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4.0 INFRASTRUCTURE REQUIREMENT FOR

COLLECTION AND TRANSPORTATION SYSTEM
4.1 INTRODUCTION
The plan for primary & secondary waste collection and transportation system for Kothagudem
town has been extensively discussed in this chapter. The proposed plan also includes infrastructure
requirements and corresponding cost estimates considering the existing infrastructure available
with the municipality for the collection and transportation systems. The proposed system is in
accordance with the SWM Rules 2016. The primary aspects of the proposed plan include the
following:
 Compliance with Solid Waste Management Rules, 2016
 Compulsory segregation at the source
 Provision of segregated infrastructure at all stages of collection and transportation
 100% collection and transportation of the generated waste
 Elimination of manual handling of waste, and provision of proper PPEs to the workers
 Maximum recovery of resources by segregating recyclables and biodegradable waste
 Promote Information, Education and Communication (IEC) across the stakeholders to
ensure system efficiency and sustainability
 Adequate health and safety provisions for workers at all stages of waste handling
The proposed system is explained at the following levels of collection and transportation system:
1. Primary Storage & Collection System
2. Secondary Storage, Collection & Transportation System
3. Integrated Solid Waste Management (ISWM) Facility at Kothagudem

4.1.1 Population Projections

The population projections considered in the CPHEEO Manual have been made after studying the
population growth trend from 1961 onwards. It is an important step in order to bridge the supply
demand gap and also to estimate the future requirement of the urban infrastructure.

The population of Kothagudem has been projected for the year 2045 using statistical methods
based on population trends in the previous years. Population forecast could be done using various
methods which are suited for cities of different sizes and stages of growth.

 Arithmetic increase method

 Geometrical increase method
 Incremental increase method
 Decreasing rate of growth method
 Graphical method

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 Logistic / Saturation method

 Curvilinear method (Comparative graphical extension method)

Of the various methods available, this DPR provides population projections using Arithmetic
Increase method, Geometrical Increase method and Incremental Increase method. Accordingly,
waste generation rates are estimated considering the following criteria

 Past decadal population based on Census surveys

 Projected populations for the design period
 Existing MSW generation quantities
 Existing per-capita waste
The following methods have been used to project the future population of the town based on the
past year population such as:
 Arithmetic Method
 Geometric Method
 Incremental Method
 State Urban Average
 Average Population
In order to make a choice among these methods which have been used to project the population of
the city, the table below provides a summary of all the projected population numbers from the
chosen methods:
Table 12: Population projections
Year Arithmetic method Incremental Geometric State Urban Average
method method Average Population
2021 81537 80400 86147 82634 64176

2031 83224 79813 92941 85418 46503

2041 84911 78089 100271 88202 24017

2045 85586 77081 103362 89315 13675

State Urban Average Method has been adopted as this method is appropriate for the town like Kothagudem
which is showing declining patterns at faster rate than the existing rate due to its consideration as coal
mining area which has led to the larger displacement of population in last few decades. As the town is
famous for its industries such as SCCL, KTPS, Navbharat Ventures limited which eventually increase
employment for the nearby villages in future thereby escalate the population flux. The figure below provides
the projected population of the city for the coming years:

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4.1.2 Waste Projections

Not only the present scenario but future demands assessment is also carried out based on the
projected population. The average quantities of waste generation based on the design population
of Kothagudem including total waste generation. Assumption for per capita increase is taken 1.3
grams per annum as per MoUD guidelines
Table 13: Waste projections with silt
Year Projected Per capita per year waste Per capita Total waste
Population generation with 1.3 % quantity in generation quantity in
increase per capita per MT/ Day (in kgs/ Day) MT/ Year
year as per MoUD
Guidelines
2015 80964 165.71 36.76 0.4540 13416

2020 82356 176.76 39.88 0.4843 14558

2025 83747 188.56 43.26 0.5166 15791

2030 85139 201.14 46.92 0.5511 17125

2035 86531 214.55 50.86 0.5878 18566

2040 87923 228.87 55.13 0.6270 20123

2045 89315 244.14 59.74 0.6689 21805

4.2 Methodology for primary garbage survey for physical characterization

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4.2.1 Methodology for conducting primary survey in households:

1) Identification of households to be surveyed: A representative sample of 100 stratified
households comprising of EWS, LIG, MIG and HIG households were made in the town to be
surveyed.

2) Sensitization of households: The households were sensitized with the concept and need of the
survey as well as informed about the schedule and the requirements of the survey
.
3) Door to door survey: The waste were collected for 7 consecutive days from all the selected
households at a pre-determined time already communicated to them. The details of all the
households were recorded as per the questionnaire (name, contact details, socio-economic
data, waste quantity)

4) Waste Quantification: The total waste has been quantified and completely mixed into a
homogeneous mixture. The homogeneous mixture further divided into four equal parts (as per
the guidelines of quartering method mentioned in CPHEEO norms) which were further
segregated into physical constituents. All the constituents were weighed and recorded
separately.

4.2.2 Methodology for conducting primary survey in commercial establishments:

Sampling: The representative sample of commercial establishments (mentioned below) has been
done as mentioned below:
 70 samples were taken comprising of big/medium/small commercial establishments
 The sample size of all the establishments were finalized considering the prevalent economic
activities in the town and vetted by the client.
S. No. List of Commercial Establishments Samples
1 Commercial Shops 43
2 Hotels/Lodges 5
3 Restaurants/Dhaba/Roadside eateries 4
4 Institutions 3
7 Fish/Chicken market 2
8 Slaughter House 2
9 Hospital/Nursing Homes 5
10 Fish market 1
11 Vegetable/Fruit Market 3
12 Celebration House (Banquet) 2

Waste quantification: The survey has been done for 1 day for all the commercial establishments.
The waste quantification have been done through structured questionnaires.

4.2.3 Methodology for conducting dumping site survey:

The dumping site survey has been done for 3 consecutive days through a structured questionnaire.
A record of number of vehicles arriving at the dumping site in one day was made in this survey. The

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questionnaires include the make and age of vehicles with photographs, capacity of vehicles,
quantity of waste, total number of trips made in a day, area covered by the incoming vehicles and
details of the driver.

4.3 Quantification of MSW

Quantification of MSW generated was carried out by IPE Global separately for different sources of
waste generation such as residential, commercial establishments, hotels/restaurants/Dhabas,
institutional, street sweeping and drain cleaning etc. Quantities of MSW are essential as:
 It provides the basic data on which the management system is planned, designed and operated.
 The changes/trend in composition and quantity of waste over a period of time are known which
help in future planning.
 It provides the information for the selection of equipment and appropriate technology.
 It indicates the amount and type of material suitable for processing, recovery and recycling.
 The forecast trends assist designers and manufacturers in the production of vehicles and
equipment suitable for the future needs.
The waste generation rates have been worked out on the basis of field surveys, waste sampling and
discussion with the different waste generators and the officials of Municipality. The results of the
study are set out in this section
Residential
An exhaustive survey, for seven consecutive days, was carried out for 100 residential
establishments so as to assess the per capita waste generation. The survey included residential
establishments under different income groups, viz. Low Income Group (LIG), Middle Income Group
(MIG), High Income Group (HIG) and Economical Weaker Section (EWS) characterized as per
standard of living conditions prevalent in the city.
Based on the survey conducted for domestic households and analysis done, per capita MSW
generation is estimated that 308.50 gms/percapita/day in the town areas. It is estimated for the
population projection that around 25MT of house hold waste generation in Kothagudem for the
projected population of 80964 in 2015. However, it is to be noted that these households are
scattered over the town i.e. respective income groups are not a domain of particular zone/area but
are spread over the town. Hence, the waste generated differs on a daily basis. Further, waste
generation per capita obtained for different groups does not include street sweeping, drain silt and
construction debris.
Commercial Establishment (Shops, Offices, Institutes, Hotels, Restaurants etc.)
The waste from the commercial establishments like shops and offices, wholesale and retail stores,
Paint shops, and general stores, institutions and hotels/restaurants/dhabas have been considered
in this category. The number of commercial establishments are given in the below table. In order to
assess the waste generated by these establishments, field visits and quantity assessment surveys

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were carried out in the commercial areas. Discussions were also held, with the shop owners on the
amount of waste generated by each of them and disposal practices. Hence, based on the survey the
waste generation factor of each type of establishment is given in table below.
Table 14: MSW generated from Commercial Establishments in Kothagudem
Establishments No. of Units Average Waste Total Waste
Generation Generated
Factor in Kg (TPD)
Commercial Shops 1352 1.5 2.03

Hotels/Lodges 43 13 0.56

Restaurants/Dhaba/Roadside eateries 16 10 0.16

Institutions 49 15 0.74

Slaughter House 1 450 0.45

Fish/chicken market 1 100 0.10

Hospital/Nursing Homes/Diagnostics 53 15 0.80

Wholesale Veg/Fruit Market 2 300 0.60

Celebration House (Banquet) 6 50 0.30

TOTAL 5.73
Total commercial waste generation is estimated approximately 5.73 TPD

Street Sweeping

It is mainly an inert waste comprising of dust, sand and stones. This waste also contains litter, dry
leaves, plastic, paper and animal waste. Currently, most of the waste generated in the town is
collected as street sweeping, since wastes from majority of residential and commercial
establishments are discarded on and along the roads. It is therefore not possible to accurately
assess the waste generation rate from street sweeping. However, based on the discussion with the
sweepers and sanitary staff, it was estimated that average waste is in the range of 12 kg/km/day.
For the total 257.2 km of road, it is estimated that 3.1 TPD of street sweeping waste is generated.
Table 15: Street Sweeping Waste in Kothagudem
Category Length Unit Waste generation Total waste generation
factor in kg (TPD)
Street Sweeping Waste 257.2 kg/km/day 12 3.1

Drain Silt

Drain cleanings are the major components of waste in urban areas. It is removed by municipal
workers on daily basis and/ or as and when the drain gets choked. The silt so removed is disposed
off on the dumping ground or open land on the outskirts of the town. A major portion of sanitary

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worker’s time goes for the cleaning of streets and drains. Waste quantification for the drains was
done based on the field visit and field assessment survey while cleaning the drains and waste
generation factor are estimated.
Table 16: Waste generated from Drain silt
Category Length Unit Waste generation Total waste
factor in kg generation (TPD)
Silt from small 300 Kg/km/day 10 3.0
Drains

Table 17: Total MSW generated in Kothagudem

S. No. Source Quantity (TPD)
1 Households 24.98
2 Commercial Establishments 5.73
3 Street Sweeping 3.1
4 Drains 3.0
TOTAL 36.79

4.4 Characterization of Waste

Physical and chemical composition of solid wastes varies depending on sources and types of solid
wastes.
Physical Characterization
Information and data on the physical composition of solid wastes are important in the selection and
operation equipment and facilities, in assessing the feasibility and in the analysis and design of
disposal facilities. Waste composition, moisture content, waste density, temperature and pH are
important as these affect the extent and rate of degradation of waste. These are determined on
components of solid wastes.
Samples were collected from different service command areas viz. households and commercial
establishments and weighted average was calculated for physical characterization (results are given
in the table). An approximate waste from 100 households were collected and segregated on-site for
estimating physical characterization and waste from shops is also surveyed in the similar way. In
addition to this, sample size survey was also carried out in institutions, hotels/restaurants and
hospitals for estimating the MSW. In order to quantify and characterize the MSW, project team did
detailed survey of the town.
Table 18: Physical characterization of MSW in Kothagudem
Waste Characteristics Percentage (%)
Bio-degradable 47.3%
Recyclable 20.5%
Combustible 15.9%
Inert Waste 16.4%

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Total 100%

In summary, the physical composition of waste excluding drain silt is given in the table. The
characterization has been done excluding drain silt as the same is considered to be of completely
inert nature and to be disposed in low-lying areas.

The major proportion of the waste is biodegradable followed by recyclable waste comprising of
plastic, paper, glass, metals, tetra pack, rubber and leather. Interestingly, coconut consumption is
higher because of the unique food habits.

4.5 Basis of Design of Proposed MSWM Plan

The proposed waste management plan and infrastructure/equipment for primary & secondary
waste collection and transportation system for Kothagudem have been framed based on the
following:
 Population data
 Projected populations for the design period based on CPHEEO manual
 Spread of the town
 Current MSW quantities as per IPE Global's MSW survey data
 Current and projected per-capita waste (considering 1.3% increase per capita per year as per
MoUD Report )
 Characterization of MSW by NABET Approved Agency
 Existing waste collection location have been considered for primary & secondary collection of
waste
The projected populations waste projections and per-capita waste generation for the design year
2017 are used for proposed SWM plan and infrastructure requirement are summarized in table
below.

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Table 19: Population Estimates, Waste Quantities and Waste Characterization (Design Year 2017) for
Kothagudem

Year of Design 2017

Design Population 81520
Quantity
Waste Composition Waste Characterization (%)
(MT/day)
Bio-degradable 47.3% 16.49
Recyclable 20.5% 7.14
Combustible 15.9% 5.53
Inert waste 16.4% 5.71
Total Waste 100% 34.88
The field survey shows that the Dry waste mainly comprises of recyclables and combustible waste.
In the proposed MSWM system there will be 100% segregation of waste at source into
Biodegradable (wet), Non-Biodegradable (dry) and Domestic Hazardous Waste. Domestic
hazardous waste shall be wrap securely in a suitable wrapping material as instructed by ULB and
shall keep in the same bin of dry waste. The wet and dry waste would be collected and transported
in segregated manner to Integrated Waste Management Facility and Dry Resource Recycling Centre
respectively.

4.6 Proposed Collection and Transportation Plan

While planning the proposed management system, it has been specifically noted that all kinds of
areas gets covered under the 100% door to door collection system. The management plan is based
on formation of management divisions which can facilitate the effective management of solid
waste management system at the decentralized level in turn reduces the need of transportation.

4.6.1 Segregation at Source

There are about 22704 (Census 2011) households in Kothagudem Municipality and at present there
is no segregation of waste at source. Now it shall be improved to 100 % by segregating and storing
waste in three streams as mentioned in Solid Waste Management Rules 2016. Separation of organic
and inorganic waste ensures collection and transportation of contaminated and uncontaminated
waste separately while optimizing the waste processing and treatment technologies.

The ULB may take up the following to ensure segregation of waste at households

 To inform, educate and motivate under IEC activity not to litter waste on streets and
develop a habit of storing waste at source.

 To educate about risks to human health and environment due to solid waste

 Create awareness for segregation and storage of waste in three separate bins for dry waste,
wet waste and household bio-medical/hazardous waste as per MSW Guidelines.

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 Organize awareness campaign for segregation of waste through local NGO’s, schools, local
representatives, RWA’s, etc.

 Regular meetings and interactions with representatives of local resident welfare

associations, community participants, NGOs, etc.

 To direct waste generators not to throw waste in their neighborhood, on streets, open
areas, drains, etc., through display boards in public places.

 Formulate mandatory resolutions on segregation of waste and laying penalties in case of

violation.

 Provision of appropriate size of community bins wherever required.

 To identify slum location and provide community bins to enable slum dwellers to deposit
waste in the bins as and when generated.

Individual households/ Community may ensure the following:

 To keep/store wet waste/biodegradable (kitchen waste/food waste) in a container covered

with lid.

 To keep/store dry waste/recyclable waste (plastics/paper/bottles/etc.) in a separate

container covered with lid.

 To keep/store domestic/household bio-medical/hazardous waste in a separate container (3)

covered with lid.

 To follow the norms/regulations made by the local body / ULB regarding management of
MSW.
 As per SWM Rules 2016 Generator to segregate and store the waste in 3 separate streams;
Biodegradable, non Biodegrable and domestic hazardous waste. Sanitary waste to be
securely wrapped and submitted along with dry waste and separate storage of C&D and
horticulture waste.
 Use of a non-corrosive container is recommended for storage of food, bio-degradable
waste. A Poly Ethylene (PE) container in Green color of 10 Liter (0.01 Cubic Meter) capacity
for a family of five members or part thereof shall be provided by the Kothagudem
Municipality free of cost at the first instance only. Similarly a PE Container storage of
Red/blue color for domestic hazardous and bag for storage and handing over of dry waste.

 To handover the segregated waste in 3 bins separately to the waste collector during door-
to-door collection to avoid unhygienic conditions.

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 As and when recyclable waste such as newspapers, books, glass bottles, plastic bottles,
metal / iron containers, etc., are generated, it may be handed over to nearby recyclable
waste dealer in order to reduce the waste quantity to dump yard.

 To store C&D waste separately as and when generated in his own premises and dispose at
the collection center arranged by the ULB. In case of bulk quantities (> 20 TPD), the C&D
waste generator may contact nearby authorized processing facility (else ULB) for disposal.

 Resident welfare associations / gated communities shall try to process segregated bio-
degradable waste within their premises in consultation with the ULB.
The value chain of effective waste management starts at the source with proper segregation of
waste. The efficiency of the proposed waste management plan is driven by the segregation of
waste in to wet and dry waste at the source.
Table 20: Bins for segregation of waste
Years Present 2017
Population 81520
No. of House holds 23225
Quantity of house hold bins required 0 46450

4.6.2 Segregation at vegetable / fruit markets and slaughter houses

There are 2 number of vegetable markets, 1 number of fish/chicken market and 1 number of
slaughter houses in the town. In addition to these there are small daily, by-weekly and weekly
markets in different residential areas of the town apart from the door to door fruit & vegetable
vendors.
At present, about 1 to 2 TPD of waste is generated from market areas and slaughter house. These
markets produce wastes, which are ideal for production of compost. In view of this, it is desirable
that all vegetable market waste be stored separately.

Currently the waste generated from these markets is dumped in open areas called collection points
within the market. ULB may provide adequate number of trolleys/M-bins in these collection points
for dumping market area waste and direct shop owners to dump waste only in bins provided. Later
these bins could be emptied or transferred by tractors /compactors placers based on accessibility of
the bin location.
There are two slaughter houses in the ULB. The buildings lack infrastructure for maintaining
hygiene. This is threat to human health therefore the buildings and the operations, both need to be
improved upon with regard to cleanliness and hygiene. The waste generated in the slaughter house
is stored in one corner of the building in open area, which shall be avoided by providing suitable bin
for storage before it is disposed of. Each seller may be equipped with one bin for storage of waste
temporarily and finally at end of the day can dispose the waste in the bin provided by the ULB. ULB
shall provide a bin in the slaughter house for depositing waste and ensure collection & transfer of
this waste at regular intervals.

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4.6.3 Segregation at commercial establishments/institutions/workshops

Municipality may advise the following to the waste generators of shops/offices/institutions:

 Avoid throwing of shop cleaning/sweeping waste on roads/streets/open areas

 Use bin/container for storage of daily waste till collection by the PH worker.

 To maintain separate container for storing hazardous waste and handover the same to the
PH worker/waste collector who in turn shall dispose to the authorized dealer.

 For educational institutions with canteen, hostel and lab facilities waste may be segregated
and stored in three separate bins for dry, wet and domestic hazardous waste.

 For commercial complexes and institutions, the segregated waste may be stored in three
separate bins for collecting wet, dry and domestic hazardous waste separately

 Waste generated from these areas would be mostly recyclables. These waste generators
shall handover the segregated recyclable waste to authorized waste pickers/waste
recyclers/waste dealers.

4.6.4 Segregation at hotels/restaurants/community/function halls

The hotels and restaurants in the corporation area shall be advised to:

 Avoid throwing of shop cleaning/sweeping waste on roads/streets/open areas

 Avoid disposal of waste into municipal community bins

 Use separate containers with lid of adequate capacity for storing dry, wet and hazardous
waste. Handover the segregated waste to the PH worker/waste collector regularly.

 These waste generators may try to process the segregated bio-degradable waste within
their premises in consultation with the ULB.

4.6.5 Door to door Collection of MSW

The door-to-door collection of waste shall be done on a day-to-day basis i.e. between 6AM – 12 PM
and the Municipality shall be responsible for providing door to door primary MSW collection service
within the jurisdiction of municipal area. The Municipality shall ensure that infrastructure is made
available for undertaking this activity in compliance with the SWM Rules 2016.
 Separate Door to Door Collection System Households, Commercial Establishments, Vegetable
market, Street Sweeping Waste and Drain Silt will be designed at staggered timings
 There should be no inter-mixing of waste from various sources during the transportation of
waste.

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 Vehicles engaged in this service shall not dump the waste at any secondary collection bin/open
site or any other location in any circumstances and shall transfer waste only in the specified
Secondary Collection Point or secondary collection vehicle.
 Construction and demolition waste will be collected separately as per the Construction and
Demolition Waste Management Rules, 2016.
 The sanitary workers employed by the municipality shall be well equipped with Personal
Protective Equipment’s (PPEs) to avoid direct contact with waste.

4.6.5.1 Collection from Households and commercial establishments

Households are the major sources of waste generation. In Kothagudem, around 25 TPD waste is
generated from households. The quantum of waste requires efficient and effective coordination
between waste generators and waste collectors for 100% collection of waste. The timing of waste
collection should be from 5 AM to 9:30 AM.
The design of collection system is proposed to cater the requirements of narrow streets also. It is
proposed that high density areas will be covered by Auto Trailers, medium density areas will be
covered by 3-wheelers and 4-wheelers depending on the width of road for the collection of waste
from the households. The percentage allocation of infrastructure is based on the population density
of a ward as mentioned in the below table no 21.
The pattern presented in the table no based on no of houses holds and population density of the
respective wards. Assessment of the existing infrastructure and proposal of new vehicles is done in
consultation with respective municipal authorities in the presence of C&DMA officials.
 Auto -Tippers with 1.75 cum capacity-hydraulically operated hopper covering mechanism from
top having two compartments for carrying wet and dry waste separately with a hooter to be
deployed (henceforth called AT 1.75).

 Narrow streets that cannot be serviced by AT 1.75, a 3-Wheeler Motorized vehicle with
hydraulically operated hopper covering mechanism from top having two compartments for
carrying wet and dry waste separately with a hooter , compatible with mobile transfer station
shall be deployed.

 Based on the inputs of Kothagudem Municipal authorities and to utilise efficiently existing
infrastructure it is proposed to cover 45% of households for Door to Door collection by Tractor
trailer.
 The services of street level collection and transportation of waste shall be provided on all 365
days in a year irrespective of any National Holidays, Festivals and Sundays.
 For the collection of domestic hazardous waste, a deposition centre will be set up at a suitable
location for receiving the domestic hazardous waste. As per the SWM Rules 2016, it is the
responsibility of waste generator to deliver waste at the deposition centre. The waste will be
then transported to the disposal facility separately.

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 It is proposed that AT 1.75 will be deployed to collect the MSW from shops, hospitals, vegetable
market, restaurants and slaughter house. The Municipality shall plan to collect waste from
these establishments with the infrastructure allocated for primary collection of waste. The
existing infrastructure can be used at deferred timings for the collection of waste from the
commercial establishments (9:30 AM to 12 PM)
 Kothagudem Municipality shall plan to collect waste from these establishments with the
infrastructure allocated for primary collection of waste.
 Auto tippers engaged in this service shall not collect the waste from any other source viz. open
site, ground, street corner bin and drain etc.
 This service shall be provided on all 365 days in a year irrespective of any National Holidays,
Festivals and Sundays

4.6.6 Collection of Street Sweeping Waste

Municipality shall arrange for cleaning of roads, streets, lanes, bye lanes, surface drains and public
places at regular intervals and use containerized tricycles, containerized handcarts, and suitable
motorized or non-motorized devices for collection of such waste.

Municipality shall synchronize with the system of secondary storage and transportation of such
waste without necessitating deposition of such waste on the ground. The ULB shall also ensure to
separately collect this waste without mixing with solid waste collected from households and
commercial areas.

As per CPHEEO, a sweeper can cover 30,000 square feet of open space per day. Sweeping norm in
running meters of road are given as:
 High density area: 300 to 350 m
 Medium density area: 500 to 600 m
 Low density area: 650 to 700 m

The street sweeping shall be done on a day-to-day basis. It is desirable to split the 8 hours of duty
of sweepers into two shifts, the street sweeping is to be done by safai karmcharies as per the
proposed plan.

Table 21: Plan and infrastructure required for management of street sweeping waste
Particulars Quantity Unit
Street sweeping waste 3 MT/ day
Density of street sweeping (assumed) 1 MT/ m3
3 m3
Volume of Waste
3000 L
Length of roads 258 Km
Length of roads having divider 10 %
Total length of road to be cleaned 283.8 Km

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Preparation of DPR for MSWM System under Zone-II

10 % of road length to be cleaned daily 28.38 KM

20% of road length to be cleaned on alternate days 56.76 KM
70% of road length to be cleaned twice weekly 198.66 KM
Total length of the roads to be cleaned everyday 114 Km
No of workers (per day, assuming that one street sweeper can
228 No
sweep only 500 m length of road)
Capacity of containerized wheelbarrows 250 L
No of wheelbarrows(one WB for two sweeper) 114 No
No of wheelbarrows (with 5% backup) 120 No
No of safai karmcharies (including holiday of 14% per year) 260 No
No of brooms 228 No
No of shovels 228 No
Gloves set 228 No
Boots set 228 No
Safety mask 228 No
2 sets of Uniform 456 No
To ensure that street sweeping is done properly and there is accountability at individual level, it is
proposed that teams of two sweepers each shall be made responsible for a stretch of road. As

Figure 10: Wheelbarrow for Collecting Street Sweeping Waste

mentioned above, it is assumed that each sweeper will clean approximately 500 m of road stretch,
therefore two sweepers between themselves are responsible for cleaning 1 km of road. One
wheelbarrow (with brakes) shall be shared by a team of two sweepers. The sanitary supervisors will
have the complete road map with area-wise responsibility distribution marked on it. The sanitary
supervisor will be responsible for making surprise checks and identifying if any team is not working
properly. This activity may be undertaken by existing workers.
MSW services will be provided 365 days a year. Assuming that one government worker be given
national holidays = 228X1.14 = 260. The street sweepings are proposed to be collected separately
and directly transferred into the vehicles for disposing them. It must be strictly monitored that no
road sweeping staff should dump the road swept waste in the neighboring storm water drains or
nallas running parallel to the road.

4.6.7 Collection and Transportation of Silt Generated during De-silting of Drains

 The municipality is responsible for the de-silting of surface drains including the collection,
transportation and disposal of silt generated from these drains.

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Preparation of DPR for MSWM System under Zone-II

 The municipality shall prepare their ‘Action Plan for de-silting’ of drains up to 4 feet in advance
with the operator using the computerized system.
 Based on the Action Plan, operator will make its plan for de-silting of drains and lift the ‘silt’
deposited alongside de-silted drains within 24 hours.
 Silt will be transported to the low lying areas or any other site/plant by using a tractor-trolley
available with the municipality.
 Drain Silt collected using this service shall not under any condition be unloaded onto the open
sites, dust bin locations, ground or any other points or mixed with any other type of waste.
 Total expected generation from desilting of drains is around 2.6 Tons. . Based on the time
required for desilting, drying it is proposed to keep one tractor with trailer exclusively for lifting
silt and two tractor trailers for lifting secondary waste transportation. It is proposed to use the
existing infrastructure for the collection and transportation of silt.

4.6.8 Infrastructure require for primary waste collection and transportation is as

follows.
A. Tricycles
As discussed above Tricycles Containing 4no’s of 60 liter capacity polyethylene bins shall be
deployed to cover about 45% coverage of households and also from petty Vendors in high density
areas or congested lanes for collection of Municipal solid waste.
It is proposed that for every 250 Household one tricycle is required to be deployed. Door-to-door
waste collection could be privatized in the entire Kothagudem city. Ward wise responsibility will be
assigned to private operators/NGO for implementation of this plan. Waste collectors will collect
waste on a day-to-day basis in two types of bins - green bins for bio-degradable and blue bins for
recyclables.
The waste so collected is proposed to be transported to the nearest community bins placed at
convenient location on the approach roads.
The normal life of a tricycle is 4 years, provided it is maintained properly. However requirement of
tricycles for the first year is present below
Tricycles requirement Present 2017
Population 81520
No. of House holds 23159
20% Coverage of households by Tricycles 13935
Tri-Cycle for every 250HH 56
Stand by @10% 6
Net requirement of Tricycles 6 56
Tricycles Bins ( 4 no’s per tricycles ) 224

B. Auto Tippers
As discussed above Auto -Tippers with 1.75 cum capacity-hydraulically operated hopper covering

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Preparation of DPR for MSWM System under Zone-II

mechanism from top having two compartments for carrying wet and dry waste separately with a
hooter to be deployed (henceforth called AT 1.75) for coverage of 13% of households in
Kothagudem. Auto tipper consists of one driver and 2 helpers who shall be given time schedule and
route map for door to door collection. After entering in to the collection area the auto tipper will
blow the horn or vigil. The helpers of the auto tippers will go to the households and collect the
waste from the households and place the same into the auto tippers. The auto tipper move slowly
or stopped at a particular point till the street households are covered by the helpers of the auto
tippers. After the full load the auto tipper will move to the nearest Dust Bin or move to the
dumping yard. The auto tipper will have provision for collecting and transporting segregated waste.
Thus to implement 100% door to door collection system in Kothagudem Municipality area it is
required to deploy 0 Auto Tippers.
The normal life of a Auto tipper is 5 years, provided it is maintained properly. However for
requirement of Auto tippers for the first year is present below
Auto Tippers 2017
Population 81520
No. of House holds 23225
13% Coverage of households by Auto tippers 3019
Coverage of auto in 750 HH 4
Stand by @10% 0
Total no of Autos required 4
Existing no. of Autos with ULB 4
Autos in repair or to be replaced 0
Net existing no. of autos with ULB 4
Net requirement of autos 0

B. Tractor Trailer.
There are 7(2 not in working condition) No. of existing tractor trailers. To utilize efficiently the
existing tractors it is propose to cover 27% of households by tractor trailers. Tractor Trailers
primarily would be used to transport the silt and street sweeping waste. As shown above one
tractor trailers shall be used for lifting the silt two tractors shall be pressed for lifting of bulk waste
generation and secondary waste generated. Rest of the tractor trailers shall be used door to door
collection.
The normal life of a Tractor Trailer is 10 years, provided it is maintained properly. However for
requirement of Tractor trailer for the first year is presented below
Door to Door Collection – Tractor trailer 2017
Population 81520
No. of House holds 25555
27% Coverage of households by Tractors 6900
Coverage of Tractors in1500 HH 5
Stand by @10% 1
Total no of Tractor Trailer required 6
Existing no. of tractors with ULB 7

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Preparation of DPR for MSWM System under Zone-II

Tractors in repair or to be replaced 2

Net existing no. of Tractors with ULB 5
Net requirement of tractors 1
4.6.9 Secondary Waste Storage System
The concept of secondary storage of waste at intermediate points before its transportation to
processing site is done in the case of through manual means (tricycles, pushcarts or handcarts)
where high coordination would be required to streamline the primary collection of waste and
secondary transportation vehicles. Uncoordinated collection and transportation leads to high
transportation cost and therefore, secondary waste storage systems are required to bridge the gap
between the primary collection and secondary transportation of waste.
Since the households are covered are under door to door coverage there is no requirement of
secondary collection bins in the residential areas. Segregated waste at the household level
collected by primary collection through tricycles only will be stored at the secondary collection
point separately (wet and dry waste) in the secondary collection bins from where it will be
transferred to secondary collection vehicles.

During the field study it is noted that there is a requirement of 4 no. of secondary collection bins for
provision of storage of commercial waste and also the storage of waste collected by tricycles. These
bins shall be cleared and transported by tractor trailers. Existing infrastructure can be used in
deferred timing for lifting of the same.

Litter bins
It is advisable to place litter bins of twin bin mounted on MS make stand near all public, market and
tourist places including schools, colleges, offices, post office, market areas, and parks and in the
busy commercial areas. It is noted that there are about 60 places including schools, parks and busy
commercial area where this twin bins are required. Hence 60 litter bins are proposed.
S. No. Particulars Nos. Capacity
1 Secondary collection bins (3.5 Cum) 4 1.1 cum
2 Litter bins 60 100 liters

4.6.10 Waste Transportation System

The MSW transportation system for the town is proposed in conjunction with the waste collection
system described in the preceding section. The requirement of transportation vehicles has been
estimated based on the following plan:
 Vegetable Market, Fruit Market and Slaughter House Waste will be directly transported to the
ISWM facility by dedicated Tractors
 Dry Waste will be taken to the Dry Waste Resource Centers or any authorized recyclers in the
town
 The waste from the secondary collection bins will be transferred to the existing tractors and

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Preparation of DPR for MSWM System under Zone-II

then will then transfer the proposed ISWM

 The drain silt and street sweeping waste will be collected in tractors and directly disposed off

4.6.11 Assessment of Existing vehicles as on the Date 31.08.2016

Following is the average life span of the vehicles generally used in collection and transportation of
waste. Primary data is collected from the Municipality regarding the status of the existing vehicles,
Year of purchase, Average Kms distances travelled per day and condition of the vehicles.

Assumptions on Life span of Vehicles

 Tricycles 4 to 5 years
 Autos 5 years
 Tractor Trolleys 9 to 10 years
 Truck Tippers 9 to 10 years
 Dumper Placers 9 to 10 years.

Table 22: Table showing year of purchase of existing vehicles and current status of working of vehicles in
Kothagudem Municipality

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Preparation of DPR for MSWM System under Zone-II

Vehicles Year of Purchase Total Under Net

2007 2008 2009 2010 2011 2012 2013 2014 2015 repair existing
vehicles
Pushcarts 12 12 0 12
Tricycles ⁻ ⁻ ⁻ ⁻ ⁻ 15 ⁻ ⁻ 15 0 15
Autos 2 2 - 2 ⁻ ⁻ ⁻ ⁻ 6 3 3
Tractors 4 - 2 1 ⁻ ⁻ ⁻ ⁻ 7 1 6
Compactors ⁻ ⁻ ⁻ ⁻ - ⁻ ⁻ - - 0 0 0
Tippers - ⁻ - - ⁻ ⁻ ⁻ 0 0 0
Dumper ⁻ ⁻ - ⁻ ⁻ ⁻ ⁻ 0 0 0
trucks
Dumper 1 - ⁻ ⁻ - - ⁻ ⁻ ⁻ 1 1 0
placer
Table 23: Table showing year of remaining life span of vehicles
Vehicles Remaining life span of vehicles
2016 2017 2018 2019 2020 2021 2022
Pushcarts 12 12 0 0 0 0 0
Tricycles 15 15 0 0 0 0 0
Autos 3 3 0 0 0 0 0
Tractors 6 6 6 6 6 6 6
Compactors 0 0 0 0 0 0 0
Tippers 0 0 0 0 0 0 0
Dumper trucks 0 0 0 0 0 0 0
Dumper placer 0 0 0 0 0 0 0

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Preparation of DPR for MSWM System under Zone-II

4.6.12 Summary of Collection and Transportation Infrastructure for the first year
Total outlay for Collection and Transportation infrastructure proposed for Kothagudem is
summarized in table below:
S. No. Particulars Capacity Unit
Unit Cost Nos. Total Cost
(in INR) (In INR)
INFRASTRUTURE FOR PRIMARY COLLECTION AND TRANSPORTATION
1 Two Bins and bag for Households 10 Litre 150 23225 3483750
2 Wheel barrows 150 litre 8750 114 997500
3 Tricycle with 6 bins 240 litre 21500 50 1075000
4 1.8 cum ACE Hopper Tipper BS4 1.8 Cum 510000 0 0
5 Tractor Trailer (D2D) 3 Cum 850000 1 850000
6 Deposition Centre for Domestic 9 sqm 17329 1 155961
Hazardous Waste
Total 6562211
SECONDARY STORAGE
1 Secondary Collection bins (3.5 Cum) 3.5 cum 35000 4 140000
2 Litter bins with MS frame 100 Litre 4879 60 292740
TOTAL 432740

Other Infrastructure
1 Backhoe loader with loader bucket 1 2000000 1 2000000
cum
2 Consumables cost for first year 1546600
TOTAL 3546600
GRAND TOTAL 10541551
GRAND TOTAL in INR lakhs 105

4.6.13 OPERATION & MAINTENANCE (O&M) COSTS FOR COLLECTION &

TRANSPORTATION SYSTEM
The detailed operation and maintenance plan for MSW collection and transportation system will be
developed at the Project Management & Construction Stage.
At this stage, operation and maintenance cost is estimated for MSW transportation system proposed in table
below. These costs include salaries for the O&M personnel and O&M costs for waste transportation
infrastructure.
Table 24: Summary of Annual O&M Cost for C& T waste of Kothagudem
Particular Cost
Manpower for Collection & Transportation 40788000
Sanitary staff 1440000
O&M Cost for Infrastructure 473030
Diesel Cost 2182700
cost of consumables 1546600
Total 46430330
Table 25: Annual Manpower cost

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Preparation of DPR for MSWM System under Zone-II

Annual
Manpower Required for Basis Nos. Total Cost
Salary
Primary Collection
Collection from Households 1 helper per tricycle 62 111600 6919200
1 Driver + 1 Helper per 4 111600 446400
Collection from Commercial Areas (Autos)
Auto-tipper 4 172800 691200
1 sweeper per 500 m of
Collection of Street Sweeping Waste 260 111600 29016000
road swept
Drivers for Tractors for drain Cleaning 1 Driver per Tractor 6 172800 1036800
Helpers for Tractors for drain Cleaning,
4 Helper per Tractor 24 111600 2678400
D2D and street sweeping waste
Transportation
2 Helper per dumper
Helper for Transportation to ISWM 2 111600 223200
placer
1 driver for dumper
Drivers for Transportation to ISWM 1 111600 111600
placer
Total 363 40788000
Sanitary Staff
Sanitary Inspector 1 per 50000 population 2 360000 720000
Sanitary Sub-Inspector 1 per 25000 population 3 240000 720000
Total 1440000
Grand Total for C& T 42228000

Total Manpower Requirement

Proposed System(2017) Sanitation Workers –371
Administrative Staff – Sanitary Inspector (2)
Sanitary Supervisors (3)
Existing System Sanitation Workers –224
Administrative Staff – Sanitary Inspector (2) Sanitary Jawans (0)
Table 26: Annual O&M Cost for Infrastructure .
Operation and Maintenance Cost
Vehicles (5% of the total vehicle Cost) 399500
RC Bins (2% of the total Cost) 73530
Total Cost 473030

Table 27: Annual fuel Cost for Infrastructure of Collection and transportation .
Diesel Cost No. Distance No. of Fuel(km/litre) No of liters Total cost
Travelled trips per day per per
by 1 vehicle annum
vehicle
Auto-tippers 4 30 2 12 5 474500
Tractor 6 30 2 6 10 1423500
Dumper placer 1 30 2 5 12 284700
Total Cost of Diesel 27 2182700

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Table 28: Annual cost of consumables.

Equipment Street Primary Secondary Helpers for Rate (in Total Cost
Sweeping Collection & Collection and secondary Rs.) per
Transportation Transportation transportation Annum

Gloves 260 100 1 2 50 18150

Shoes 260 100 1 2 300 108900
Cap 260 100 1 2 50 18150
Dust Pan 100 200 20000
Uniform 520 200 2 4 500 363000
(two times in
a year)
Safety 1040 200 8 50 62400
masks(four
times in a
year)
Broom (four 1040 100 104000
times in a
year)
Shovels (one 260 200 52000
time in a
year)
Spade (one 1000 300 300000
time in a
year)
Conservancy 500000
Total 1546600

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Preparation of DPR for MSWM System under Zone-II

5.0 PROCESSING AND DISPOSAL OF MSW

This chapter discusses the
thermo-chemical, mechanical
and biological treatment of
MSW generated in the
Kothagudem town. The ISWM
concept is closely linked to the
3R approach, which is also
aimed at optimizing the
management of municipal solid
waste and processing of all
kinds of waste to promote
zero-land filling concept. The
hierarchy of ISWM concept
ranges from most preferred to least preferred. At source reduction and reuse is preferred most
followed by Recycling, Composting, and Waste to Energy and land filling. As per the ISWM
hierarchy, land filling is the last option to be adopted in case any of the above technology is not
applicable. This Chapter discusses the available technologies for processing biodegradable as well as
non-biodegradable waste. The process flow and design of selected technology has also been
explained in detail.

5.1 Evaluation of Various Waste Treatment/Processing Technologies

The evaluation of waste treatment technology is a pre-requisite before the finalization of a

processing technology in a particular city. The waste processing technology should be decided on
the basis of identified parameters for development of sustainable solid waste management system
keeping into consideration local conditions and waste generation variations of a particular city. In
view of that, all the available processing technologies are appraised on following parameters to
obtain a general idea of the technological, managerial and financial requirements:

 Technology Development
 Benefits
 Limitations
 Environmental Aspects
 Management and financial Aspects

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Table 29: Evaluation of waste treatment technologies

Technology Technology Benefits Limitations Environmental Concerns Management Aspects Financial Aspects
Development
Windrow Proven Technology  Inoculants, enzymes not  No energy recovery  The final product is generally  This technology involved more  Capital Cost is high
Composting and Well Established needed  Heat loss through open windrow applied to soil and used as machinery/equipment’s and  O&M cost is high
Population>100000 Suitable for the mixed  Reduce organic waste fraction surfaces manure. Can contaminate the complete mechanical process  Quality compost complaint with
MSW> 50 TPD waste of MSW  Open system – difficulty in food chain if compost is not  Skilled and semi-skilled labors FCO 2009 has a good-market
 Potential usable product as operation during rainy season, meeting FCO norms. are required for the working of
output liable to bad odor, rodent and fly  Emissions of particulate matter processing unit
 Potential of co-composting menace, if not operated when moving/handling
operations with other waste properly, visible pollution and  Leachate pollution is high if not
streams social resistance treated appropriately
 Highly useful product for crop  Large land area required  Atmospheric Pollution is low
improvement  Odor issues
Vermiculture Proven Technology  Comparatively less  No energy recovery  The product is generally safe as  This technology is labor-  Capital Cost is moderate
Population<100000 and Well Established technologically involved  Earthworm culture is required worms cannot endure significant intensive  O&M cost is low
MSW<50 TPD for Small towns process  Open system – Difficulty in contamination of raw materials.  Semi-skilled labors are  Good market potential in Urban
Not suitable for mixed  Reduce organic waste fraction operation during rainy seasons, FCO Standards are to be met required for the working of and Rural areas. However, it is
of MSW liable to bad odor, rodent and fly with. processing unit not adequately explored
waste
 Potential usable product as menace, if not operated  Emissions of particulate matter
output properly, visible pollution and when moving/handling
 Potential of co-composting social resistance  Leachate Pollution is insignificant
operations with other waste  Large land area required. at low waste quantities per
streams Vermi-pit
 Highly useful product for crop  Atmospheric Pollution is low
improvement  Odor issues
Bio-Methanation Feasibility for bio-  Energy recovery (Bio Gas) with  Heat released is less-resulting in  Leachate Pollution is high if not  This technology is less labor  Capital Cost is High
MSW< 10 TPD of degradable waste is production of high grade soil lower and less effective treated properly intensive  The technology is not fully
Wet Waste proven. Not suitable conditioner (Manure- by destruction of pathogenic  Low leakage of biogas  Skilled labors are required for explored, though it has a
(Biodegradable) for mixed waste product) organisms than in aerobic  Gas Handling the working of processing unit potential to generate energy as
 No power requirement unlike composting. However, now  Fire and Safety measures well as digested sludge manure.
aerobic composting, where hemophilic temperature systems
sieving and turning of waste are also available to take care of
pile for supply of oxygen is this
necessary  Unsuitable for wastes containing
 Enclosed system enables all less organic matter and mixed
the gas produced to be waste
collected for use  Requires waste segregation for
 Control Greenhouse gases improving digestion efficiency
emissions
 Free from bad odor, rodent
and fly menace, visible
pollution and social resistance
 Modular construction of plant
and closed treatment needs
less area
 Net positive environmental
gains
 Can be done at small scale
RDF Quality of RDF should  Low moisture content in waste  Competitive with large mass-  Air pollution from emissions of  The technology is labor-  Capital Cost is Moderate

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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)
Preparation of DPR for MSWM System under Zone-II

Technology Technology Benefits Limitations Environmental Concerns Management Aspects Financial Aspects
Development
MSW> 100 TPD be based on end use.  RDF can be processed to half burn plants smaller quantities of organics, intensive (based on present  Market Potential for RDF in
Burning of RDF below calorific value of coal  Require secure markets for fuel particulates and metals (viz. practice) cement industry
850°C can pose  Lower level of heavy metals in  Processing involves high furans and dioxin gases) which  Skilled and semi-skilled labors  In small cities/cluster approach,
RDF electrical power consumption should be monitored through are required for the working of RDF Plants only become feeders
serious concerns of
 Energy recovery is possible and maintenance APC Unit. processing unit of RDF to large RDF based
health and
 RDF can be co-fired with other  Water pollution from leachate is power plants
environment low
fuels in a variety of industrial
boilers
 Less land area is required
Incineration The technology is  Achieves maximum volume  This cannot be used for waste  Emissions – particulates, SOx and  Less labor-intensive but  Very high capital and O&M Cost
MSW> 300 TPD available in India, reduction with high moisture content and NOx emissions, chlorinated requires considerable  Good potential of energy
However, constraints  Standard hygiene operation inert content compounds, ranging from HCl to technical capacity generation if power purchase
of low-calorific value, compared to open burning  Auxiliary fuel support is required organo-compounds such as  Highly skilled manpower is agreements (PPAs) are made
 Heat generation can be utilized to sustain the facility dioxins and heavy metals required for working of reflecting true cost of
high moisture content
for steam/hot-water/electricity  Residual ash and metal waste  Toxic metals may concentrate in incineration unit production including O&M cost
and high proportion of
 Less land requirement and require disposal ash
inert waste should be minimum burden on landfills  Overall efficiency is low for small  Fumes from low temperature
considered while  Most suitable for high calorific power plants incineration of mixed municipal
undertaking the vale waste refuse. These fumes will contain
project commercially  Relatively noiseless and a number of toxic compounds
odorless
 Thermal energy recovery for
direct heating or power
generation
Integrated System Proven Technology  Significant reduction of waste  More land is required  Air pollution from emissions of  The technology is labor-  Capital Cost and O&M Cost is
(Composting + RDF) and widely used volume  Requires high segregation of smaller quantities of organics, intensive and requires specific high
Population> 100000 world-over but not  More careful segregation of waste for separate waste particulates and metals is skill set  Good market potential for RDF
MSW>100 TPD much tested in Indian waste leading to less emissions processing moderate, requires appropriate  Varied skill set is required for  In small cities, RDF Plants only
 Appropriate treatment to all emission control system different operations become feeders of RDF to large
conditions where
streams of waste  Water pollution from leachate is  Coordination and RDF based power plants and
waste has low-calorific
 Minimum burden on landfill low Management of Facility is cement plants
value.  Energy recovery is possible critical

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5.2 Proposed Waste Processing Technologies for Kothagudem Municipality

For the design of proposed system of processing and sanitary disposal facilities, 2018 is taken as
the base year and 2022 is taken as the design year.
As per the waste projection carried out, total waste generation in base year 2018 in Kothagudem is
35.46 TPD (without silt), out of which the wet (bio-degradable) waste is 16.77 TPD (47%), dry waste
is 7.27 TPD (20%), combustible waste is 5.64 TPD (16%) and inert waste is 5.82 TPD (16%) The
processing plant is to be designed for 5 years, thus 2022 is taken the design year. In 2022, the total
waste generation of the town will reach up to 37.85 TPD, out of which the wet (bio-degradable)
waste will be 17.90 TPD, dry waste will be 7.76 TPD, combustible waste is 6.02 TPD and Inert waste
will be 6.21 TPD.
Table 30: Waste Projections of the Kothagudem Municipality on excluding silt
Waste
S. No. Year Compostable Recyclables Combustibles Inert
projected
1 2015 6.92 5.37 5.54
33.76 15.97
2 2016 34.32 16.23 7.04 5.46 5.63
3 2017 34.88 16.50 7.15 5.55 5.72
4 2018 35.46 16.77 7.27 5.64 5.82
5 2019 36.04 17.05 7.39 5.73 5.91
6 2020 36.63 17.33 7.51 5.82 6.01
7 2021 37.23 17.61 7.63 5.92 6.11
8 2022
(Design Year) 37.85 17.90 7.76 6.02 6.21
9 2023 38.47 18.19 7.89 6.12 6.31
10 2024 39.10 18.49 8.01 6.22 6.41
11 2025 39.74 18.80 8.15 6.32 6.52
12 2026 40.39 19.10 8.28 6.42 6.62
13 2027 41.05 19.42 8.41 6.53 6.73
14 2028 41.72 19.73 8.55 6.63 6.84
15 2029 42.40 20.06 8.69 6.74 6.95
16 2030 43.09 20.38 8.83 6.85 7.07
17 2031 43.80 20.72 8.98 6.96 7.18
18 2032 44.51 21.05 9.12 7.08 7.30
19 2033 45.24 21.40 9.27 7.19 7.42
20 2034 45.97 21.74 9.42 7.31 7.54
21 2035 46.72 22.10 9.58 7.43 7.66
22 2036 47.48 22.46 9.73 7.55 7.79
23 2037 48.25 22.82 9.89 7.67 7.91
24 2038 49.03 23.19 10.05 7.80 8.04
25 2039 49.83 23.57 10.22 7.92 8.17
26 2040 50.64 23.95 10.38 8.05 8.30
27 2041 51.46 24.34 10.55 8.18 8.44

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28 2042 52.29 24.73 10.72 8.31 8.58

29 2043 53.14 25.13 10.89 8.45 8.71
30 2044 54.00 25.54 11.07 8.59 8.86
31 2045 54.87 25.95 11.25 8.72 9.00
The design periods should cater short-term and long-term requirements of the system. In the
current design, we have considered a 5-year short-term period plan and 20 years long term period
plan

MSW (38 TPD)

TPD) ing

Biodegradable Recyclable Combustibles Inert

(17.9 TPD) (7.8 TPD) (6 TPD) (6.2 TPD)

Vermi- Dry Waste RDF To WTE/ Regional

composting Resource Centre co processing Sanitary Landfill
industries

5.2.1 Waste Segregation

The Mixed waste will be segregated manually in a segregation shed and the recyclable materials
will be sent to recyclable units for recovery or to the landfill site for final disposal. The segregation
shed platform will be constructed of a 150 mm thick heavy duty reinforced cement concrete (RCC)
layer over WBM surface.

5.2.2 Vermi Composting

Bio-degradable component of MSW would be converted into compost / soil conditioner using
vermicomposting technology. The compost plant of 20 TPD capacity is proposed to cater to the
needs of MSW (bio-degradable) for next five years i.e. up to 2022.

5.2.3 Recycling Centre

Dry waste would further be segregated into different streams of valuables comprising of paper,
plastic, metal, glass, wood and inerts. Two no. (2) Dry waste recycling center which can handle 5
TPD of Dry waste is proposed in the specified locations for processing of dry waste. The capacity of
the plant can be augmented as per the requirements. Two no. of Bailing machine is proposed in
each dry waste recycling center.

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5.2.4 Combustible Waste

Around 6 TPD of combustible waste is generated in Kothagudem Municipality. Previously, the
combustible waste was collected by a private agency (M/s Hemasri Power) which is used as the
feedstock in Waste to Energy Plant located at Viblapuram village Nalgonda district.
In the proposed system also, the combustible waste will be directed to the Waste to Energy Plant as
feedstock if the Waste to energy plant resumes its working, or in case if does not work combustible
waste will be directed proposed RDF plant in Karimnagar for production of RDF or since the
quantity is very less it is proposed that these waste can be directly send to nearest cement plant
located within 100 Kms. The ULB may enter into MoU with the industrial units.

5.2.5 Sanitary Landfill

The inert waste of the Palvancha, Yellandu, Manuguru & Kothagudem and rejects from compost
plant would be landfilled in sanitary manner. The area available for landfilling is sufficient up to
2042 A.D. The detailed cost estimates have been done for 25 years. The areas to be occupied by
each facility are tabulated in the layout plan of the ISWM site which has given as Drawing No.
T.S/ZONE-2/ KOTHAGUDEM TOWN/01

5.3 Description of Proposed Processing technology

5.3.1 Vermi-Composting
The Vermi-Composting method involves using earthworms for conversion of organic waste into
compost. Earthworms promote bacterial growth, enhance soil structure, and hasten decomposition
of organic matter, thereby turning it into a nutrient rich soil.

Vermi-composting is done using certain species of earthworms such as eisenia foetida, lampito
mauritii, perionyx excavatus, perionyx semsibaricus, and lumbricus rubellus1. These special species
of earthworms are used for Vermi-culture because of their physical structure and feeding habits.
The species eisenia foetida, lampito mauritii are most suitable for Indian conditions. The nutrient
content of the compost generated by this method is much higher than that obtained by the
mechanical composting method. Vermi-composting has the following advantages as compared to
the regular mechanical composting methods:

 Through this method, the bio-mass of the waste is converted into useful manure and put back
into the soil.
 The nutrient content (nitrogen, potassium, and phosphorus) of the Vermi-compost is much
higher as compared to the chemical fertilizers.
 The Vermi-compost is of high quality and is fairly free from non-biodegradable material.
 The resultant Vermi-compost is of fairly uniform structure and therefore requires minimum

1
Vermicomposting Guide H-164, George W. Dickerson, Cooperative Extension Service, College of Agriculture and Home
Economics, June 2001, pp: 1-4.

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screening and segregation before it is dispatched for sale.

 Process results in considerable reduction in volume and mass of the feed stock (garbage).
Composting can be achieved using three types of micro-organisms – (1) bacteria, (2) actinomycetes
and (3) fungi. In the initial stages, the bacteria, fungi, and protozoa activities cause the temperature
in the compost plant to increase to 65-70oC, which is called the thermophilic stage. In this stage, the
bacterial and actinomycetes activity causes decomposition, resulting in a fall in temperature, when
the fungi activity resumes. This stabilized condition is known as mesophilic stage, when the
composting material becomes dark brown due to humus synthesis. In addition to temperature, air
supply, moisture content, particle size of MSW, acidity/alkalinity, and chemical characteristics are
the other factors which influence the microbial activity in a windrow. At the Vermi-composting
stage, the earthworms eat the waste, which then passes through their digestive tract and is broken
down into a light-brown colored soft material called humus. Several factors affect the rate of
decomposition of the bio-degradable material as described below:

Micro-organisms & Earthworms: In order to expedite the composting process, cow-dung slurry
solution shall be added to the waste. The organic waste mostly contains micro-flora necessary for
decomposition and therefore, addition of inoculants/cultures is optional. In addition, various useful
microbes such as azotobacter and phosphate solubilizing microbes (bacteria/fungi) will need to be
added during the pre-processing stage for initiating the microbial activity. The earthworm species
eisenia foetida and lampito mauritii are required to be added in the Vermi-composting stage.
Moisture content: The moisture content of the bio-degradable waste needs to be maintained
within the range of 40-60%. Additional water will need to be mixed with the bio-degradable waste,
if required, to keep the moisture content within the range of 40-60%.
Air supply: Sufficient air supply is required to maintain a high rate of decomposition, removal of
carbon dioxide and volatile organic compounds, and buffering of the pH. This can be done by
regular turning operation. The automated air supply process involves turning the windrows through
perforated pipes (Self-Propelled Windrow Turners) planted at the bottom of the windrow pile.
Temperature: During the decomposition process, the temperature rises above 65-70oC due which
the disease causing micro-organisms are killed and weeds are destroyed.
Particle size of MSW: Smaller particle size of compostable material provides greater surface area
for the micro-organisms to act up on. However, the particle size should not be too small so as to
compact the organic matter and reduce void space.
Acidity/alkalinity: A pH range of 6.5-7.8 is most suitable for the composting process.

Chemical characteristics: A C: N ratio between 20:1 to 25:1 is ideal for decomposition of organic
matter.

Inert Material in the waste: The inert material should be less than 10-percent.

Waste Densities Adopted: For the purpose of design, a density of 0.45 T/m3 is assumed for the

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waste and 0.60 T/m3 is assumed for the Vermi-compost (within the range 0.6-0.9 T/m3).

5.3.2 Process Design of Vermicomposting unit for Kothagudem Municipality

The bio-degradable waste segregated at the source is collected and transported to the Vermi-
compost Plant. The Process Design for MSW Vermi-compost Plant involves various steps as
described in the below
Material balance at Vermicomposting facility

5.3.3 Waste receipt and storage

This bio-degradable waste is received in the receipt area of the plant through a ramp. Non-
biodegradable materials such as metal, paper, glass, bricks, stones, etc., are manually separated
and sent for recovery or to the landfill site for disposal.
5.3.4 Waste storage and pre-processing
The segregated waste is taken to the pre-processing area, where it is further segregated and

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chopped in a high-speed shredder to reduce it to uniform size. The size reduction helps in faster
decomposition of the organic waste. Two no. Shredder of capacity 100 kg/hr. is proposed excluding
one existing at site
5.3.5 Windrow (Compost Pad) for precomposting
The shredded material is then arranged in a windrow formation and is treated for odor removal. At
this stage, cow dung solution is mixed with the waste along with azotobacter and phosphorus
solubilizing microbes (PSM) for initiating the microbial activity. In addition, water is mixed with the
shredded bio-degradable waste to maintain the moisture content in the desired range.

This pre-processed waste is arranged in windrows and exposed to atmosphere for initiating the
microbial activity. The windrows are turned periodically for aeration. These windrows are left for
approximately for about 16 days to generate partially composted waste.

5.3.6 Vermi-Composting

The partially composted waste is taken to the Vermi-compost yard for initiation of earthworm
activity. The yard will consist of rows of Vermi-beds which have a rectangular cross-section and are
constructed of brick masonry walls. The earthworms are introduced at the bottom of the pit and
covered with organic waste and cow dung. The Vermi-beds are covered with gunny bags to
maintain the moisture content in the desired range. The earthworms start working in these pits and
efficiently decompose the organic matter. The non-biodegradable material reaches to the bottom
of the Vermi-beds. This process shall be allowed for one month for complete conversion or waste
into humus.

Once the process is complete, the earthworms rise up to the top of the Vermi-beds. The resulting
compost is screened in 6 mm sieves to separate the worms and any non-biodegradable waste left
in the Vermi-beds. The resultant compost is light brown in color and rich in minerals such as
nitrogen, potassium, and phosphorus. These worms are put into fresh waste and the composting
process is repeated.

The Vermi beds have a provision at the bottom for drainage. The leachate is allowed to drain into
these leachate collection sumps in the vicinity of the Vermi-beds. Quality control is done for the
physical, chemical, and biological parameters and pathogen free characteristics. The finished
product is packed in high density polyethylene (HDPE) bags for sale

5.4 Design of Vermi-compost Plant

The proposed Vermi-compost Plant will have a design capacity of 15 TPD. The compost will be
prepared in a multi-stage process as shown in the above figure. The initial decomposition of
organic waste is done in windrows and Vermi-composting is done in Vermi-beds. The infrastructure
and land requirement for each of these processes is described below.
5.4.1 Receipt, Handling, and Pre-processing of MSW (Tipping Area)

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1. The segregated bio-degradable waste collected from the town will be received at the tipping
area located on a relatively high ground. An earthen embankment/ramp with a water-
bound macadam (WBM) surface shall be provided in this area. In addition, a temporary
MSW storage shed is provided adjacent to the receipt area.
2. The waste will be segregated manually in a segregation shed for removing foreign materials
such as metal, paper, glass, plastic, polythene, metallic substances, etc. and the recyclable
materials will be sent to recyclable units for recovery or to the landfill site for final disposal.
The segregation shed platform will be constructed of a 150 mm thick heavy duty reinforced
cement concrete (RCC) layer over WBM surface. Peripheral drainage will be provided
around this RCC platform.
3. The sorted organic material will be sent to a shredder.
4. The shredded material from the shredder yard will be transferred to windrows. The
additives inoculants, etc. will then be added for controlled aerobic treatment.
5.4.2 Area Requirement for Pre-Sorting Unit
Area Requirement for Tipping Shed
Tipping Shed 2022 Design Year
Total MSW 40 MT/day
Density of MSW 0.4 MT/cum
Volume 100.0 cum
Retention Time (3 days) 300 cum
Base Width of Windrow 3 m
Top Width 2 m
Height 3 m
Area of the Trapezoid 7.5 Sq. m
Length of 1 Windrow 22 m
Volume of one wind row 165 m3
No of heaps 1.82
No of heaps, Say 2
Base of the heap(including 0.5 m space on both sides) 4 m
Total breadth required 8 m
Total length required (including 1m space) 25
area required 200 sq. m
20% excess provided for walkway and movement 240
Area provided 240 Sq. m
Total Area Requirement for Pre-Sorting Unit
Processing Facility Quantity Unit
Tipping Shed 240 Sq. m.
Pre-Sorting Unit including recycling center 100 Sq. m.
Total 340 Sq. m.

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5.4.3 Area Requirement for Compost Plant

Area Requirement for Compost Pad
Bulk density 0.6 MT/cum
Daily waste to be kept in Windrow 20 MT
Retention time 16 days
Volume of the Waste 33 cum
Volume of the Waste 533 cum
Base Width of Windrow 3 m
Top Width 2 m
Height 2 m
Area of the Trapezoid 5 Sq. m
Length of 1 Windrow 22 m
Volume of one windrow 110 m3
Total no of heaps required 4.8 no’s
Say 5 no’s
Base of the heap(including 0.5 m space on both sides) 4 m
total width required 20 m
Total length required (including 1m space) 25
Area required 500 Sqm
20% excess provided for walkway and movement 600 m
20% for monsoon shed 120 Sq. m
Area Requirement for Compost Plant
Processing Facility Quantity Unit
Compost Pad+ Monsoon shed 720 Sq. m.

Vermi-bed Arrangement and Area Requirements:

No. of Vermi-beds = 49
Shape of Vermi-beds = rectangular
Width of the bed = 1.5 m
Height of the bed = 1.15 m
Depth of the waste/worms = 1.0 m
Length of each bed = 10 m
Thickness of Vermi-bed wall = 0.23 m
Space between two vermin-beds =1m
Area taken for Vermi-composting =964 sq. m

5.4.4 Curing Shed

A closed 9-m steel portal framed shed will be provided with CGI roofing for immediate storage and
curing of semi-finished compost. The shed is also provided with hanging platform for storage
conveyors.

Area Requirements

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Area of curing shed = 175 sq. m

5.4.5 Area requirement for Refinement Open Yard, Packing and baggage area and
finished product godown

The sizing of compost will be done using sieves (4/6 mm) before it is sent for packaging. This
process will be performed in a steel portal framed shed with CGI roofing. A floor height of 5.25 m
will be provided for installation of finishing section machinery.

Area requirement for Refinement Open Yard, Packing and baggage area and finished product
godown is 175 Sqm.

Other Facilities

Roads of proper sizes, storm water drain, and leachate drain and leachate collection tank are to be
provided. Adequate lighting will be provided throughout the Vermi-compost Plant.

5.4.6 Total Area Requirement

Structure Area required (Sqm)
Tipping shed and preprocessing 340
Pre compost pad 600
Monsoon shed 120
Vermicomposting including curing , refining and 1315
finished product godown
Total area 2375
Area required for 30 TPD compost Plant is approximately approx. 2375 sq. m

5.4.7 Water Supply and Sprinkling system

One RCC water reservoir of 9,000 lts capacity will be constructed near the platform with provision
of pump house for spraying of culture, slurry, and water during the compost treatment process.

5.4.8 Electric Power

A three-phase electric power supply will be provided.

Total power requirement for pre-processing, composting, curing, and storing and all mechanical
units including pumping operations = 20 KVA

5.4.9 Green Belt and Garden Area

A green belt of densely planted, tall growing trees will be developed around the plant. Suitable
provision for demonstration plots to ascertain the quality of finished products may be made
available at the plant site.

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5.4.10 Compost Rejects

The compost rejects will be sent to the landfill site for disposal.

5.4.11 Sanitation Facilities

Each of the waste processing areas (waste receipt, handling, storage, pre-processing, windrow
composting, Vermi-composting, curing and drying, packing and storage) shall be sanitized time to
time with disinfectants such as bleaching powder etc. Manual sweeping/cleaning of the area shall
be done time to time and the rejects shall be sent to the landfill. The waste shall always be covered
with polyethylene (PE) sheet.

5.4.12 Safety Equipment for Workers

The workers handling waste at the Vermi-composting unit shall not have direct contact with the
waste at any stage. They will be provided with gloves, gum-boots, and masks to avoid direct contact
with waste. In addition, anti-allergic drugs shall be provided for emergency use at the Vermi-
compost Plant
5.4.13 Mechanical Equipment for processing plant operations
Name of the Equipment Nos
Back Hoe Loader 1
Water Tanker with slurry pump 1
Shredder 100 kg/hr. 2
Bailing machines 2

5.5 Leachate Management

A Leachate tank of 4 cum is proposed to be constructed within the facility. Leachate shall be
collected by gravity in to the leachate tank.
Options for leachate Management is as follows:

 In a well-balanced properly monitored composting programme there are least chance of

leachate formation specially under covered roof. However, if leachates do get formed, it
should be arrested at the base of every windrow by spreading thin layer of partially composed
fibrous materials like coconut husk, lignitic coarse compost. This material after soaking
leachates can be put back in the fermenting windrow. Whatever leachates are channelized to
leachate holding tank, this should be recirculated along with water to spray on the fermenting
heaps.
Advantages in Recirculation

 Leachate are treated and consumed through Bio-composting process.

 The biodegradable component which is responsible for leachate generation is utilized to

enrich the compost and for acceleration of biological reactions. Quick utilization of leachates

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ensures reduction of mal odors; in fact, the leachate itself is also treated with bioenzymes and
herbal odor neutralizer.

 The large quantity of leachates can only be consume through biocomposting method as
practiced in several developed and developing nations.

 The consumption of leachates through biocomposting method is the least cost option and is
easily practicable as a part of MSW treatment facility.

 Overall aesthetics are maintained in better ecological manner rather than holding large
quantity of leachates in mechanical treatment and biostabilisation ponds.

 The dusty matter particulate from unstabilised waste dump site is great cause of harmful
bioaerosals. It leads to several respiratory disorders, sneezing and skin irritation / infection.
Dusty matters must be kept under control through overall site management, sprinkling of
water mist, maintenance of road, and last but not the least through green belt creation all
around the site and along the road network.

 Otherwise Leachate may be sent to nearest STP after pre-treatment. Pre-treatment reduces
the organic content of the leachate. In case of excess leachate, the leachate could be sent to
nearest STP. Also, in case of non-monsoon season to maintain desired moisture content in
landfill, treated water from nearest STP could be availed.

 In case leachate quality parameters are within the prescribed standards for lined drains, then
the leachate can be discharged in lined drains located nearby for a certain period only...

5.6 Regulatory Guidelines on Compost Quality

The end product of composting process shall meet the standards prescribed under Fertilizer Control
Order (FCO), as notified in Solid Waste Management Rules 2016 and its subsequent amendments in
future which are given below in the table
Parameters Organic Compost Phosphate Rich
(FCO 2009) Organic Manure
(FCO 2013)
Arsenic (mg/Kg) 10.00 10.00

Cadmium (mg/Kg) 5.00 5.00

Chromium (mg/Kg) 50.00 50.00

Copper (mg/Kg) 300.00 300.00

Lead (mg/Kg) 100.00 100.00

Mercury (mg/Kg) 0.15 0.15

.

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Nickel (mg/Kg) 50.00 50.00

Zinc (mg/Kg) 1000.00 1000.00

C/N ratio <20 Less than 20:1

pH 6.5-7.5 (1:5 solution) maximum 6.7

Moisture, percent by weight, 15.0-25.0 25.0

maximum

Bulk density (g/cm3) <1.0 Less than 1.6

Total Organic Carbon, per cent by weight, 12.0 7.9

minimum

Total Nitrogen (as N), per cent by 0.8 0.4

weight, minimum

Total Phosphate (as P205) percent by 0.4 10.4

weight, minimum

Total Potassium (as K20), percent by 0.4 -

weight, minimum

Color Dark brown to black -

Odor Absence of foul Odor -

Particle size Minimum 90% Minimum 90% material should

material should pass pass
through 4.0 mm IS through 4.0 mm IS sieve
sieve

Note; Compost (final product) exceeding the above stated concentration limits shall not be used for food
crops. However, it may be utilized for purposes other than growing food crops.

5.7 Cost Estimate of Compost Plant

Table 31: Cost estimate for compost plant
Sl. Unit
Description of Item Qty. Rate Amount
No. s
A. Civil Structures
1 Tipping Shed 240 Sqm 8,061 1934616
2 Presorting including recycling center 100 Sqm 9,269 926900
3 Pre Compost pad 600 Sqm 1,863 1117500
4 Monsoon shed 120 Sqm 10,080 1209648
Vermicomposting including curing and finished product
5 1,280.00 Sqm 8,046 10298880
godown
6 2 No’s of Dry waste recycling centers (16Sqm) 16 Sqm 21,488.60 687635.2

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Total (A) 16175179

B. Other infrastructure facilities
1 Main Gate 1 LS 122835 122835
2 Scale room for weigh bridge 15 Sqm 22,741 341115
3 Weigh Bridge Platform 54 Sqm 7,287 393498
4 DG Platform 30 Sqm 1,188 35640
5 Parking 100 Sqm 1,568 156800
6 Boundary Wall 817 Rmt 5,249 4288433
7 7.5 M Wide Road 825 Sqm 1,925 1588125
8 3.5 M Wide Road 3185 Sqm 1,940 6178900
9 Monitoring Wells 6 Nos. 20,000 120000
10 Greenbelt 22,443 Sqm 100 2244300
11 Storm Water Drain 810 Rmt 2,321 1880010
12 Surface Clearing 40,955 Sqm 3 122865
13 Water sump 25 Cum 24,823.80 620595
14 Leachate tank 50 cum 20,652 1032610
513599.5
15 office building +meter room 26.52 sqm 19,367
8
16 Tyre wash 64 sqm 7,623 487865.6
Total (B) 20127191
C. Mechanical Items
1 PPE & Fire safety equipment 1 No 700000 700000
2 Water Tanker with Slurry Pump 1 No 850000 850000
3 Shredder 100 kg/hr. 2 no 779589 1559178
4 Bailing machine 2 No 200000 400000
5 Weigh Bridge equipment 1 Nos. 6,00,000 600000
6 Water Sources and Other related structures LS 1000000
7 Power Connection and Electricals including DG set LS 700000
Sub total 5809178
GRAND TOTAL in Lakhs (A+B+C) 42111548
421.1154
GRAND TOTAL in Lakhs
8
Detailed estimates of each item is attached as Annexure no 7.

5.8 Operation & Maintenance (O&M) For Vermi Compost Plant

The detailed operation and maintenance plan for Composting system will be developed at the
Project Management & Construction Stage.
At this stage, operation and maintenance cost is estimated for composting system proposed in
table below. These costs include salaries for the O&M personnel.
Table 32: O&M cost of compost plant
Annual
Unit Total
Particulars No. Months Cost (in
Rate Cost
Rs.)
In-charge 2 10,796 21,592 12 259,104
Skilled Workers 4 8,795 35,180 12 422,160

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Unskilled Workers 7 7,452 52,164 12 625,968

Driver 2 8,795 17,590 12 211,080
Consumables viz. inoculants 10,000 12 120,000
Packing Cost 2000 365 730,000
Diesel Cost 2 700 365 255,500
Electricity (30 HP) 895 365 326,675
Water Requirement (KLD) 2 1000/5KL 146,000
Total O&M Cost for compost plant 3,096,487

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6.0 CLUSTERISATION OF ULBs

Municipal Solid waste management is one of the
most significant functions carried out by ULBs.
However, the scarcity of suitable landfill sites is
one of the constraints increasingly being faced by
ULBs in the discharge of their functions. As a
result, even several years after the issuance of the
MSM Rules 2000, the state of MSW management
systems in the country continues to raise serious
public health concerns.
Regional or inter-municipal solutions provide a
viable option to redress this situation. Working together can be a practical and cost-effective way to
discharge common tasks, share resources, and take advantage of the economies of scale that such
arrangements would provide. This is applicable in the case of both large municipal bodies which
experience scarcity of land resources, as well as smaller ones which may find technical and financial
resources a challenge. Regional MSW Facility has many advantages over a standalone processing
and disposal facility.
 Authorities estimate the total waste quantities generated across their regional jurisdictions
to take advantage of economies of scale in processing and disposal of MSW.
 It will reduce the financial and technical burden on each individual Authority and help the
Authorities discharge their obligation for MSW management in a cost-effective manner with
better technologies.
 It will result in more efficient use of land and other scarce natural resources in the region.
 Enable easier monitoring, with an optimal number of manpower required to handle the
facility.

Figure 11: Advantages of Regional Landfill Facility

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Source: Guidance Note on Municipal Solid Waste Management on Regional Basis, Ministry of Urban
Development (GoI)
The development of landfill facility at cluster approach has been encouraged in the government rulings also.

6.1 Guidelines for Developing Regional Processing & Landfill Facility Action Plan for
Management of Municipal Solid Waste

CPCB has framed and notified the “Action Plan for Management of Municipal Solid Waste (MSW)”
in compliance with the National Green Tribunal order dated 5th Feb-2015 in the matter of OA No.
199 of 2014. The Action Plan emphasizes on strengthening the planning exercise at national, state
as well as city level by improvising through the waste management value chain. In addition to that,
The Plan suggested the concept of regional cluster approach as well as technology options on the
basis of quantum of MSW generation which has been re-produced below in nutshell.
The Regional Cluster approach is based on the concept of discouraging setting up of individual
waste processing and disposal facilities leading to mushrooming of innumerable facilities which are
difficult to monitor and sustain. However, bigger facilities for a cluster of municipalities will bring in
economies of scale in capital as well as in Operation & Maintenance cost. The Action Plan has laid
out a set of parameters on the basis of which ULBs should be clustered for Regional MSWM Facility.
 A detailed survey of all the ULBs and their distance with each other has to be carried out. An
indicative distance of say up to 50 km from the regional facility for each local body is feasible.
However, alternatives have to be identified for smaller ULBs who may find difficulty in
transporting MSW at daily basis. As per the guidelines, fixing of criteria may vary with the local
conditions but should not cause public nuisance and traffic hurdles.
 Land for regional facility should be free from public objection and should not have settlement at
least around 3-5 Kms from its periphery.
 Design of common facility should be based on the quantum of waste generation. Though, it is
advisable to design a regional facility with per day waste generation quantum of 3000-5000
tons per day.
 Common facility should be ‘integrated’ with facilities for sorting, compost, RDF and energy plant
and followed by inert recycling / re-use. Only a fraction of inert waste should go for land-filling.
 The Action Plan has outlined indicative plan based on the quantum of waste generated in the
cluster. The indicative plans have been given for towns in four ranges of waste generation.
Table 33: Indicative Plans for Solid Waste Management
Range Plan
1. Modernization/ mechanization of waste storage and transportation facilities
>500 tons per 2. Privatization/ contract with ‘operators’ for collection of waste from various sources
day and its transportation
3. Seeking support of Private entrepreneurship in setting up of waste processing and
disposal facility

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4. Modernization/ mechanization of waste storage and transportation facilities

Between 100- 5. Privatization/ contract with ‘operators’ for collection of waste from various sources
500 t/day and its transportation
6. Seeking support of Private entrepreneurship in setting up of waste processing and
disposal facility
3. Proper system for waste collection, storage and transportation considering the local
Less than 100 situation
t/d 4. Aerobic composting
5. Such towns can be the member of Cluster/Regional facility
3. Technological solutions which could be managed without high skill operations
Less than 50 4. Proper collection of waste and motivating citizens for segregation of waste
t/d 5. Composting
6. Such towns located near the Regional facility, should be the part of it.

6.2 Solid Waste Management Rules, 2016

As per the new SWM Rules, 2016, the towns having population less than 0.5 million population
shall be clustered for the development of regional cluster facility and towns having more 0.5 million
population can have individual sanitary landfill facility.

6.3 Examples of Regional-Cluster Facility in India

6.3.1 Regional Waste Management Strategy - Gujarat
Gujarat recognized the need for an integrated approach to MSW management in 2005, and, in view
of the huge lacunae in treatment and disposal facilities, adopted a state-wide regional
(Clusterisation) approach to meet requirements for safe disposal. The state-wide strategy was
implemented through Gujarat Urban Development Company (GUDC) which was chosen in 2006 and
mandated to develop a state-wide MSW
Management Programme within five-year
period using 12th Finance Commission
grants.

Bhaskaracharya Institute for Space

Applications and Geo-Informatics (BISAG)
and Indian Institute of Management,
Ahmedabad were selected as the technical
group for identification of appropriate land
parcels using GIS and mathematical model
for verification of clusters respectively.

The basic model that was finalized was initial

treatment of wastes, through Vermi-
Figure 12: Clusterisation of ULBs in Punjab
composting, to be undertaken individually by
each ULB, to reduce the volume of waste required to be transported for land filling. Individual ULBs

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were required to identify sites for vermicomposting facilities on the basis of area as well as location
criteria as per the MSW Rules 2000. Each Vermi-composting facility was also to serve as a transfer
station at the ULB level, for transportation of residual waste for land filling on a regional basis. Till
date, 77 such facilities have been constructed, and are being operated by non-governmental
organizations (NGOs).

The finalization of Clusters for disposal arrangements was done through an iterative process. The
Clusterisation was based on the maximum travel distance from the facility of 50 Kms. 28 clusters
were identified in the state with a regional facility each. For each of the cluster, the effort focused
on government owned wastelands closest to the largest generator of waste in each cluster to
optimize the travel cost of the MSW of each cluster.

6.3.2 Punjab MSW Project

Department of Local Government, Government of Punjab has prepared a Punjab Model Municipal
Solid Waste Management Plan-2014 of 146 Urban Local Bodies (ULBs) generating approximately
4250 tons of MSW every day. The Government has adopted a pioneering approach of clustering the
ULBs and formulated 8 clusters comprising of 8 to 26 ULBs in each cluster covering all the ULBs in
the state. The Project is in implementation stages right now and all the concessionaries have been
selected to deliver the project on Public Private Partnership (PPP) mode for a concession period of
25 years. The MSW Operation Plan comprises of MSW Segregation at Source, Door to door
collection of MSW, Transportation of MSW and Processing & Disposal.

Figure 13: Functioning of Regional Cluster Facility

The Plan has been separately developed for all the components of the system as well as regulatory
measures ULB level so that minimum waste is transported to the regional facility. The Processing
technology to be adopted for each cluster also varies as per the quantification of waste and waste
characterization in each cluster. For selection of suitable processing technology several parameters

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are considered namely quantity and quality of waste, capital investments, scale of operation,
Recurring expenditure, environmental impact and learning’s from past Indian experience.

6.4 The Concept of Clusterisation in Zone-II

The Project Area (Zone-II) is divided into 16 districts having 31 ULBs.

 Nirmal (2 towns)
 Mancherial (3 towns)
 Komaram Bheem (1 town)
 Jagtial (3 towns)
 Pedapalli (2 towns)
 Rajana Sircilla (2 towns)
 Siddipet (1 town)
 Karimnagar (3 towns)
 Warangal Urban (1 town)
 Warangal Rural (2 towns)
 Jayashankar (1 town)
 Jangaon (1 town)
 Khammam (3 towns)
 Mehbubabad (1 town)
 Bhadradri (4 towns)
 Adilabad (1 town)

There are a total of 5 municipal Figure 14: ULBs under Zone-II of Telangana State
corporations which have
population varying from 1.2
lakhs to 8 lakhs. Rest 26 are
small municipalities having
population less than 1 lakh.
Our Concept of Clusterisation
was broadly based on two
parameters:
 Achieving maximum
quantum of waste with the
available options
 Minimizing the travel
distance of MSW from the
regional facility.
Our Approach was focused to
identify clusters ensuring
optimization of the quantity of
MSW and travel distance in the

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best possible way for the current scenario. The analysis has been done to formulate clusters as per
the guidelines outlined by the NGT (National Green Tribunal)2.

6.4.1 Clusterisation of ULBs

Eight clusters can be formulated keeping the consideration of NGT Guidelines which says that an
indicative distance of up to 50 km from the regional local body is feasible. Small ULBs which fall out
of this range, have also been included in the nearest cluster as setting up individual sanitary landfill
facility for such ULBs will not be economically feasible. Out of all ULBs, only Adilabad ULB cannot be
included in any of the cluster.
S. District ULB Cluster Regional Distance Waste Generation
No. No Cluster from ULB (TPD)
Facility 2017
Without Silt
1 Nirmal Nirmal I Nirmal 0 42.85
2 Bhainsa 43 19.59
3 Mancherial Mancherial II Mancherial 0 42.32
4 Mandamarri 17 20.60
5 Belampalli 25 22.65
6 Komaram Kagaznagar 65 18.10
Bheem
(Asifabad)
7 Jagtial Jagtial III Jagtial 0 40.31
8 Korutla 23 27.95
9 Metpalli 33 26.55
10 Pedapalli Ramagundam IV Ramagundam 0 91.39
11 Pedapalli 25 14.04
12 Rajana Sircilla V Karimnagar 41 36.19
13 Sircilla Vemulwada 34 11.76
14 Siddipet Husanabad 38 8.84
15 Karimnagar Jammikunta 38 11.98
16 Huzurabad 42 11.64
17 Karimnagar 0 128.16
18 Warangal Warangal VI Warangal 0 351.19
Urban
19 Warangal Parkal 35 12.66
20 rural Narsampet 36 16.60
21 Jayashankar Bhupallpally 71 21.20
22 Jangaon Jangaon 59 19.59
23 Khammam Khammam VII Khammam 0 185.62
24 Madhira 60 10.91

2 As per NGT Guideline, An indicative distance of say up to 50 km from the regional facility for each local
body is feasible.

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25 Sathupalli 81 12.80
26 Mehubabad Mehubabad 54 21.63
27 Bhadradri Kothagudem VII Kothagudem 0 34.88
28 Palvancha 13 29.54
29 Yellandu 36 16.43
30 Manuguru 58 11.85
31 Adilabad Adilabad Adilabad 52.47

The Concept plan of Clusterisation is based on the outlining principle given below:
 Individual Processing Facilities for Participating ULBs
 Regional Landfill Cluster Facility for Lead ULB
Current waste to energy clusters

There are two Waste to Energy plants installed in the year 2010. The details of the existing Waste
to Energy Plants in the Telangana State are given below.
Figure 15: ULBs in Zone-II

Table 34: Existing Waste to Energy Plant in Telangana State

Item Waste to Energy Plant in Waste to Energy Plant in Nalgonda
Karimnagar
Name of Private Operator M/s Shalivahana (MSW) M/s Hemasri
Green Energy Ltd.
Project cost (Rs. In crores) 105 120

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Area in acres 24 20
Date of Permission April 2006 April 2006
No of ULBs associated 18 14
RDF Processing Plants Karimnagar 14 Mini-process plants are planned
Capacity 12 MW 12.6 MW
Statutory permission from the Obtained Obtained
PCB
Status Commissioned in 2012 85 % of construction of power plant work is
and thereafter it is in completed and likely to be commissioned in
running condition December-2015

Details of WTE unit ULBs included in WTE cluster

Agency:  Siddipet
M/s Shalivahana  Kamareddy
Projects Limited @ M/s Shalivahana (MSW)  Armoor
Green Energy Ltd  Nizamabad
 Bodhan
Location: Rebladevapalli(V),  Nirmal
Sultanabad (Mandal),  Adilabad
Karimnagar District  Bhainsa
 Kagaznagar
 Bellampally
 Mandamarri
 Mancherial
 Ramagundem
 Karimnagar
 Sircilla
 Korutla
 Jagtial
 Metpally
Agency:  Warangal
M/s Hema Sri Power  Jangaon
Projects Limited  Bhongir
Location:  Nalgonda
(i) Viblapuram (V),  Miryalguda
Mothe (M), Nalgonda dist.  Suryapet
Capacity: 6.6 MW  Khammam
(ii) Kothagudem (M)  Yellandu
Khammam District  Kothagudem
Capacity: 6 MW
 Palwancha
 Sattupally
 Manuguru

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At present these two plants are not in working condition due to operational and financial issues.
The basic challenge for the current set-up is segregation of dry waste at the ULB level and its
transportation to the Waste to Energy Plant. In the current scenario, the onus of segregation as well
as transportation is on the developer whereas the responsibility of the ULBs will be limited to only
supply of MSW at a designated site in their jurisdiction.

Hence in all the lead ULBs RDF plants are proposed for the production RDF at the regional site itself.
The produced RDF can be sold to the WTE facility or Co processing in the cement industries.

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7.0 DESIGN OF SANITARY LANDFILL FACILITY

Sanitary landfill is the process of dumping solid waste in a scientifically designed area by spreading
waste in layers, compacting to the smallest volume and covering with soil on daily basis. Sanitary
landfill is proposed for disposal of inert and other portions of MSW which cannot be segregated nor
used for any beneficial applications. The sanitary landfill shall be facilitated with leachate collection
system and storm water management system. Design of landfill is aimed at reducing ingress of
water into ground and uncontrolled dispersion of leachate into surrounding environment.
Preliminary design & engineering has been done for the construction of Common Sanitary Landfill
facility on cluster approach for Kothagudem Cluster (Palvancha, Yellandu, and Manuguru &
Kothagudem). The common sanitary landfill facility for 4 towns will be developed at Kothagudem
as the town has locational advantage as well as land availability for the setting up of proposed
facility. This facility shall be developed at the proposed site of Garimellapadu in ward no. 10 which
shall be comprised of secured landfill facility, along with the common facilities described in the earlier
chapter.The construction of secured landfill shall be taken up into five phases. Each phase will serve
for approximately 5 years. After filling of each phase, it will be covered with top cover and
subsequently the landfill will be used. The common landfill facility shall require around 4.75 acres
of area to accommodate the land fillable waste for 25 years of Palvancha, Yellandu, Manuguru &
Kothagudem

7.1 Site Selection

Selection of a landfill site usually comprises of the following steps: (i) setting up of a locational
criteria (ii) identification of search area (iii) drawing up a list of potential sites (iv) data collection (v)
selection of few best-ranked sites (vi) environmental impact assessment and (vii) final site selection
& land acquisition.

Landfill sites shall meet following specifications as given in Schedule –I of the SWM Rules 2016:-

1. Selection of landfill sites shall be based on examination of environmental issues. The

Department of Urban Development of the State shall coordinate with the concerned
organizations for obtaining the necessary approvals and clearances.

2. The landfill site shall be planned and designed with proper documentation of a phased
construction plan as well as a closure plan.

3. The landfill sites shall be selected to make use of waste generated in nearby towns.

4. The existing landfill sites which continue to be used for more than five years, shall be
improved in accordance of the specifications given in this Schedule.

5. The landfill site shall be large enough to last for 20-25 years.

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6. The landfill site shall be away from habitation clusters, forest areas, water bodies’
monuments, National Parks, Wetlands and places of important cultural, historical or
religious interest.

7. A buffer zone of no-development shall be maintained around landfill site and shall be
incorporated in the Town Planning Department’s land-use plans.

8. Landfill site shall be away from airport including airbase. Necessary approval of airport
or airbase authorities prior to the setting up of the landfill site shall be obtained in cases
where the site is to be located within 20 km of an airport or airbase.
As per SWM Rules, 2016, following locational criteria have to be followed:-

1. Lake or Pond: No landfill should be constructed within 200 m of any lake or pond. Because
of concerns regarding runoff of waste water contact, a surface water monitoring program
should be established if a landfill is sited less than 200m from a lake or pond.
2. River: No landfill should be constructed within 100 m of a navigable river or stream.
3. Flood Plain: No landfill should be constructed within a 100 year flood plain. A landfill may
be built within the flood plain of secondary streams if an embankment is built along the
stream side to avoid flooding of the area. However, landfills must not be built within the
flood plains of major rivers unless properly designed protection embankments are
constructed around the landfills.
4. Highway: No landfill should be constructed within 200 m of the right of way of any state or
national highway.
5. Habitation: A landfill should be at least 200 m from a habitation area. A zone of 500 m
around a landfill boundary should be declared a No-Development Buffer Zone after the
landfill location is finalized.
6. Public Park: No Landfill may be constructed within 200 m from public parks.
7. Critical Habitat Area: - No landfill should be constructed within critical habitat areas. If there
is any doubt then the regulatory agency should be contacted.
8. Wetlands: - No Landfill should be constructed within wetlands. It is often difficult to define a
wetlands area. Maps are available for some wetlands, but in many cases such maps are
absent or incorrect. If there is any doubt, then the regulatory agency should be contacted.
9. Ground water Table: A landfill should not be constructed in areas where water table is less
than 2 m below ground surface.
10. Airports: No landfill should be constructed within 20 km distance from airport or airbase.
However, in special case, landfill site may be set up within a distance of 10 and 20 km away
from the airport/airbase after obtaining NOC from the civil aviation authority/air force as
the case may be.
11. Water Supply Well: No landfill should be constructed within 200 m of any water supply well.
12. Coastal Regulation Zone: A landfill should not be located in potentially unstable zones such
as landside prone areas, fault zone etc.

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13. Buffer Zone: A landfill should have a buffer zone around it, up to a distance prescribed by
regulatory agencies.
7.1.2 Location of the Proposed Sanitary Landfill
For the Final Disposal of the Inert Waste and the Rejects from the above mentioned Processing
Facilities: - Regional Sanitary Landfill at Garimellapadu in ward no. 10 (Kothagudem) for inert
waste of Kothagudem, Palvancha, Manuguru & Yellandu
Table 35: Proposed Site Suitability
Town Name Kothagudem
Location of the Garimellapadu in ward no. 10
Site

7.2 Waste to be handled

Base Year 2018
Design Year 2042
Operative Life of Landfill 25 Years
Total Land fillable Waste of 4 Towns (Kothagudem, Palvancha, Manuguru 126395 MT
& Yellandu)
Density 0.85 MT/cum
Volume of landfill required for dumping land fillable waste of 25 years 148700 cum

Sanitary Landfilling of non-biodegradable /non-recyclables/inert component of municipal solid

waste is mandatory as per the MSW rules 2016. Therefore it is proposed to set up a Regional
Sanitary Landfill facility for final disposal of inert waste / rejects from compost plants, street
sweeping which cannot be further processed for any use.

7.2.1 Estimation of Landfill Capacity, Landfill Height, Landfill Area

Area requirement of the sanitary landfill has been calculated on the basis that 20% inert in first 05
years and 10% inert of total MSW over the next 20 years will go in to sanitary landfill.

Table 36: Details of the land fillable waste in Kothagudem Cluster

Year Inert Waste of Inert Waste of Inert Waste of Inert Waste of Total Inert
Kothagudem Town Palvancha Town Yellandu Town Manuguru Town Waste TPD
2018 6.8 6.1 3.3 2.3 18.4
2019 6.9 6.2 3.4 2.3 18.8
2020 7.0 6.3 3.5 2.4 19.2
2021 7.1 6.5 3.6 2.4 19.6
2022 7.2 6.6 3.8 2.4 20.1
2023 3.7 3.4 1.9 1.2 10.2
2024 3.7 3.5 2.0 1.3 10.5
2025 3.8 3.5 2.1 1.3 10.7
2026 3.8 3.6 2.1 1.3 10.9
2027 3.9 3.7 2.2 1.3 11.1

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2028 4.0 3.8 2.3 1.3 11.4

2029 4.0 3.9 2.3 1.4 11.6
2030 4.1 3.9 2.4 1.4 11.8
2031 4.2 4.0 2.5 1.4 12.1
2032 4.2 4.1 2.6 1.4 12.3
2033 4.3 4.2 2.6 1.5 12.6
2034 4.4 4.2 2.7 1.5 12.8
2035 4.5 4.3 2.8 1.5 13.1
2036 4.5 4.4 2.9 1.5 13.3
2037 4.6 4.5 3.0 1.6 13.6
2038 4.7 4.6 3.1 1.6 13.9
2039 4.7 4.6 3.1 1.6 14.1
2040 4.8 4.7 3.2 1.6 14.4
2041 4.9 4.8 3.3 1.7 14.7
2042 5.0 4.9 3.4 1.7 15.0
Total land fillable waste generated in Kothagudem in 25 years is estimated at 126395 MT

Member ULB Share of tonnage

Kothagudem 37%
Manuguru 12%
Palvancha 33%
Yellandu 18%
Method of Calculation
1. Current Waste Generation per Year :- W (ton per Year)
2. Estimated rate of increase (or decrease)
of waste generation per year :- X (percent)
(Use rate of population growth where
waste generation growth rate estimates
are not available)
3. Proposed Life of Landfill (in years) :- n (years)

4. Waste Generation after n years :- W (1 + x )n (tons per year)

100
5. Total waste generation in n years (T)
In tons
T = 1 [W + W (1 + x) n] n (tons)
2* 100
6. Total volume of waste in n years (Vw) (on the assumption of 0.85 t/Cum density of waste)

Vw = T (cum)
0.85
7. Total Volume of daily cover in n years (Vdc) (on the basis of 15 cm soil cover on top and sides for lift
height of 1.5 m to 2 m)

Vdc = 0.1 Vw (Cum)

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8. Total Volume required for components of liner system and of cover system (on the assumption of
1.5 m thick liner system (including leachate collection layer) and 1.0 m thick cover system (including
gas collection layer)
Vc = k Vw (Cum)
(k = 0.25 for 10 m high landfill, 0.125 for 20 m high landfill and 0.08 for 30 m high landfill. This is valid
for landfills where width of landfill is significantly larger than height)
9. Volume likely to become available within 10 years due to settlement / biodegradation of waste
Vs = m Vw
(m = 0.10 for bio-degradable waste; m will be less than 0.05 for incinerated / inert waste)
10. First estimate of landfill Capacity (Ci)

Ci = Vw + Vd + Vc – Vs (Cum)

11. Likely shape of landfill in plans and section (To be based on topography of area, depth to ground
water table and other factors)

12. First Estimate of Landfill Height and Area

(a) Restricted Area Available = Ar (Sq. m)

Area required for infrastructural facilities = 0.15 Ar
Area available for landfilling = 0.85 Ar
Average landfill height required (first estimate) above base level
Hi = Ci (Sq. m) (Valid for area type landfill)
0.9 Ar
(b) No limitation on Area
Possible maximum average landfill Hi (typically between 10 to 20 m, rarely
Height (first estimate) above 30 m)

Area required for landfilling separations

Ai = Ci (Sq. m) (valid for area type landfill)

Total area required (including infrastructural facilities) (first estimate)

Ai = 1.15 Ai.
LANDFILL CAPACITY, LANDFILL HEIGHT, LANDFILL AREA
Description YEAR
2018- 2023- 2028- 2033- 2038- Total Unit
2022 2027 2032 37 42
Current Waste Generation (W) 18 10 11 13 14 TPD
Waste Generation after 5 Years 20 11 12 14 15 TPD
Proposed Life of Sanitary Landfill 5 5 5 5 5 Years
Total waste Generation in each 5 35068 19513 21629 23888 26298 12639 MT
years (T) 5
Density 0.85 0.85 0.85 0.85 0.85 Kg/cu
m
Volume of Waste Generation (Vw) 41256 22956 25446 28104 30938 14870 Cum

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0
Total Volume of Waste (Vw) 41256 22956 25446 28104 30938 14870 Cum
0
Total Volume of daily cover 4126 2296 2545 2810 3094 Cum
(Vdc)=0.1xVw
Total Volume required for 10314 5739 6361 7026 7735 Cum
components of Liner and cover
system (Vc) = 0.25xVw
Volume likely to become due to 2063 1148 1272 1405 1547 Cum
Settlement (Vs) = 0.05xVw
Estimate of Landfill Capacity 53633 29843 33079 36535 40220 19331 Cum
Ci = Vw+Vdc+Vc-Vs 0
Hi 15.0 15.0 15.0 15.0 15.0 m
Area of Landfill without 3576 1990 2205 2436 2681 12887 Sq. m
Embankment
Total Area Requirement for the 0.9 0.5 0.5 0.6 0.7 3.2 Acres
Landfill

Based on the above estimated quantity to be accommodated in SLF, a rectangular foot print is
assumed for landfill and preliminary landfill sizing exercise has been done. Several iterations were
carried out for arriving at waste height of landfill and sizing to optimize the area. Based on these
iterations and evaluations, the following specifications are proposed.
S.No Parameter Details
1 SLF foot print area including embankment 4.76 acres ( 155mX124m)
and outer drain
2 Height of landfill above ground level 12m
3 Height of landfill below ground level* 0m
4 Side slopes below ground level 1V:3H
5 Side slopes above ground level 1V:3H, 1V:5H,
6 Liners – Landfill base preparation HDPE, Geotextile, Gravel
7 Leachate collection system Lateral pipes, header pipes, riser pipes,
leachate collection sump, perimeter
leachate drain
8 Storm water collection system Perimeter storm water drain, swales
9 Cover material – daily cover, intermediate 10 cm soil / inerts / C&D waste
cover, material, native soil, etc.

LANDFILL PHASES
 Active Life of the Landfill :- 25 Years
 Duration of one phase :- 5 Years
 Number of Phases :- 5 (each phase extends from base to final cover)
 Volume of phase-I (2018-2022) :- 53633 Cum

Landfill Base Preparation

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Once the foot print area of the landfill has been clearly demarcated into phases in the site, base
shall be graded. After completion of excavation requisite spot elevations and slopes shall be
ensured for base preparation and laying of liners. The landfill liners are installed beneath and on
the sides of the waste fill area to control the movement of leachate in vertical and lateral direction.
Liners comprise of geo-synthetic clay liners (GCL) or synthetic geomembrane and clay, or reworked
soils of low permeability to form a barrier for leachate movement away from the landfill
components of a liner system should have low permeability, should be durable and should be
resistant to chemical attack, puncture and rupture. The proposed liner system will comprise of
reworked native soils or soil/waste layers, above which a geosynthetic clay liner (GCL) will be placed
which in turn is overlain by geomembrane liner. As discussed earlier, GCL is preferred in order to
reduce the baseliner thickness and at the same time maintain required low permeability layer
beneath the waste fill.
S.No Material Description Material of construction Thickness
1 Geo-synthetic clay liner Geo-textiles (HDPE) and 15 mm
Bentonite
clay (hydraulic conductivity =
1×10-7 cm/s or lower
2 Geo-membrane liner HDPE 1.5 mm
material
3 Leachate collection system Round gravel 8 mm
placement
4 Leachate collection pipes
a Lateral pipes HDPE 100 mm
b Header pipes HDPE 150 mm
c Raiser pipes HDPE 250 mm
5 Geotextile filter fabric HDPE 200 gsm
Daily Cover

At the end of each working day the working face of the waste shall be covered with minimum of 10
cm of free draining soil or other suitable inert material or crushed construction and demolition
waste material which is eliminated with potential contaminants. Rejects from compost facility could
also be used a daily cover material once it is in operation. The main purpose of daily cover is to
minimize the risks from exposed waste such as fires, mitigate potential odours, windblown litter,
and impedes the access for vectors to the waste such as rodents, insects, etc. At the end of each
working day the working face of the waste shall be covered with minimum of 10 cm of free draining
soil or other suitable inert material or crushed

Intermediate Cover

Prior to the commencement of monsoon season, an intermediate cover of 40 to 65 cm thickness of

soil shall be placed on the landfill with proper compaction and grading to prevent/reduce rainfall

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infiltration during monsoon. Intermediate cover will also be required between two phases of filling,
if the gap of filling between phases exceed more than 10 days.

Leachate Evaluation
The leachate collection layer is provided in the granular soil (drainage) layer of the bottom liner
system. The collection layer shall comprise of a network of perforated HDPE lateral pipes laid at a
slope of 2% and 10 m c/c spacing. These laterals shall collect leachate and transfer it to the HDPE
header pipe, which is laid at a slope of 1%. The header pipe ultimately transfers the leachate into
the Leachate collection sump.

The landfill receives municipal solid waste only. All operations are planned in such a way that
generation of liquid waste is minimum and the leachate directly reaches the leachate collection
sump for treatment. Apart from the leachate generated as a result of inflow of rainwater into the
landfill, the seepage from the moisture content present in the solid waste and the moisture present
in the daily soil cover are the few sources of leachate generation. 10 % evaporation has been
considered.
LANDFILL SECTION AND PLAN
Total Area of landfill = 12887 sq. m
Operational Area = 22800/5 = 3576 sq. m

Quantity of Leachate Generated from Landfill

Formula
I = P – PCR/O – AET +/- S

Where,
I- Rate of Infiltration
P- Precipitation
PCR/O- Coefficient of Runoff
AET - Actual Evapo-Transpiration
S- Soil Moisture Content Retention Capacity

Empirically,
For Capped portion of landfill: I= 0.01 P
For Uncapped Portion of landfill: I= 0.5 P
Landfill with temporary cover: I= 0.3 P

Average total precipitation per year = 1000 mm/year

= 1000 mm/year
= 25.00 mm/day
= 0.03 m/day

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Landifll with temporary cover = 7.50 m/sec

Total area of the landfill = 3576 Sqm

Area of the landfill

Operated landfill = 3576 Sqm

Closed landfill = Sqm
temporary closed landfill = Sqm

Volume of the leachate for:

Operated landfill = 44.7 Cum/day

Closed landfill = 0.0 Cum/day
temporary closed landfill = 0.0 Cum/day

44.7 Cum/day

Leachate Pipe Design

Leachate generation per day = 44.7 Cum

Peak factor = 1.3 Cum

Total volume of leachate generation per day 58.10 Cum/day

0.001 Cum/sec

Velocity = 1.5 m/sec

C/s area of the Pipe = 0.00045 Sqm

Dia of the pipe d = 0.0239 m

= 23.9 mm

Pressure on the pipe

Height of the landfill = 12 m

Area of the landfill = 1 Sqm
Density = 1 Ton/cum
Load at sqm area = 12 Ton/sqm
Considered machinery movement = 20 Tons
Total load at sqm area = 32 Ton/sqm
Pressure on pipe = 3.2 Ksc
Factor of safety = 1.2
Total pressure on pipe = 3.84 Ksc

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Lateral Pipe dimensions

Diameter of the pipe d = 160 mm

Bearing Pressure of the pipe = 6 ksc
Material of Construction = HDPE

Header Pipe dimensions

Diameter of the pipe d = 200 mm

Bearing Pressure of the pipe = 6 ksc
Material of Construction = HDPE

COVER SYSTEM DESIGN

Cover System
The cover system will comprise of the following layer above the waste.

(i) 0.30 m thick gas collection layer comprising of gravel size 25 mm – 50 mm

(ii) 0.6 m thick barrier layer (sandy silt + 5% bentonite)
(iii) 0.45 m thick surface layer of local top soil for vegetative growth

Passive Gas Vents

Passive gas vents 1 m high (above ground surface) will be provided at a spacing of 20 m x 20 m.

7.3 Monitoring Facilities

The soil, air and water in the area shall be continuously monitored for no contamination. Both
sampling methods and non-sampling methods are adopted and monitored as per the monitoring
plan for timely action to be taken before water contamination and leakage of gases into the soil.
The facility is provided with a minimum four monitoring wells for soil water and gas measurements.
The details of the monitoring plan are given in Table 8.3, wherein instruments /monitoring areas
proposed are listed.
Table 37: Monitoring plan
Monitoring Method Type of Equipment Used Information/data to be
Monitoring recorded
Sampling Air Monitoring Gas Syringes Air quality/analysis of gas
Monitoring Method (Collection of Air Air Bags
(Methods involving samples)
collection of
samples for
laboratory analysis)
Ground Water Monitoring wells Water quality
Monitoring (Background wells) –

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(Collection of both single depth and

ground Water) multiple depth
(Collection of Piezometers Water quality
Ground Water)
(Collection of In landfill piezometers Leachate quality
Leachate
samples)
Vadose Zone Collection Lysimeters, Analysis of Leachate
Monitoring Soil gas probes & between, VOC in soil, Gas
Suction Cup monitoring, liquid
Lysimeters monitoring in Vadose zone

Non-sampling Ground water Conductivity cells Monitor changes in

Monitoring Method Conductivity Groundwater Conductivity
(Methods involving
Physical and
Electrical
measurements)
Leachate Inland fill Piezometers Measure depth of Leachate
Monitoring in landfill
Temperature Temperature probes Measure temperature
In land fill
Vadose zone Electric probes Salinity of vadose zone
Electric Resistance Changes in the water
Block content
Gamma ray For monitoring of moisture
attenuation probes content
Neutron Moisture Moisture content in the soil
meter
Tensiometer Used to measure negative
pressure that exists in
soil/landfill
TDR meter & For recording Thermo
Thermocouple Dielectric Properties of
psychomotor water and soil – any change
in temperature and
moisture will be recorded
Waves Sensing To identify leak detection
Devices (seismic type)
Note: - Common Lab for Compost Plant and Sanitary Landfill Facility have been proposed

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The monitoring requires lab testing and acquisition of all the instruments for such small quantity of
waste will be un-economical. Therefore some tests could be conducted by common lab, whereas
major tests like water quality monitoring viz-a-viz for metals used to be conducted through
authorized laboratory.

Apart from the above, regular inspection and monitoring of important components of the landfill
shall be done as per the schedule given below:

Final Top Cover: Once in a year and after each substantial rainfall it should be checked for any
erosion, landslides, movement of soil, slope, etc.
Vegetation: Four times in a year a check should be made for existence of dead
plants/trees. Any plant/tree found dead shall be removed immediately.
Final Grade: Twice a year should be checked for ponding/logging of water. If any
abnormalities found, slope should be corrected by putting soil.
Surface drains: Four times a year and after each substantial rain should be checked for any
blockages. Leaves, debris or any other accumulation found in the drain shall
be removed immediately.
Gas Monitoring: As required in the Management Plan it should be checked for strong
presence of odor. The gas monitoring equipment’s (compressor, pipes, flaring
stand, etc.) should be checked to ensure their workability as they might
become inoperable due to high gas generation.
Groundwater Monitoring: As per the Action Plan. A regular inspection shall be done to check for
any failures in the monitoring system.
Leachate Management: As required by the plan.

7.4 Determination of Equipment Requirements

The landfill facility shall have minimum operating equipment for the construction stages and no
earth moving machinery is planned as the work shall be done by engaging suitable contracting
agency. For the operations of daily cover the following nominal equipment shall be provided:

 Front-end loader/JCB - 1 No
 Dozer - 1 No
 Safety Equipment’s - 1 Lot
 Fire Fighting Equipment - 1 Lot
 Water Tanker (5 KL) 1 No
 Tipper (10.5 cum) 1 No

7.5 Design Life

The landfill design life relates to active period, closure period and post closure period. The active
period is the period in which actual filling takes place. In this case, this will be 25 years. The closure
and post-closure period for which a landfill will be monitored and maintained shall be 25 years after

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the active period.

7.6 Construction and Operational Practice of Sanitary Landfill

The Construction and Operation of a landfill consists of the following steps:

1. Site Development
2. Phase Development
3. Phase Operation
4. Phase Closure
5. Landfill Closure

Site Development
The following construction activities are undertaken during site development:

1. Construction of perimeter fence and entrance gate

2. Construction of main access road near the entrance gate with parking area
3. Construction of main access road along the perimeter of the site and well as construction of
arterial load to tipping area of the first phase.
4. Acquisition and installation of weighbridges
5. Construction of weighbridge room / office, administrative office and site vehicle cleaning
area
6. Installation of direction signs, site lighting, firefighting facilities, communication facilities
7. Construction of water supply and waste water / sewage disposal system
8. Construction of main leachate pipe, tank and treatment facility
9. Installation of environmental monitoring facilities
10. Construction of gas collection pipe and treatment facility

Site Procedures
It is important to formalize and document the record keeping procedures as well as waste
acceptance procedures to be followed at the landfill site.

Record Keeping
Records will be kept on a daily, weekly and monthly basis. In addition a site manual will be kept at
the site office giving all site investigation, design and construction details – these are necessary as
landfill design may get modified during the operational phase.

Site Manual: The site manual will contain the following information:
a. Data collected during site selection
b. Environmental impact assessment report
c. Site investigation and characterization data
d. Detailed topographical map
e. Design of all landfill components

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f. Landfill layout and its phases

g. Construction plans
h. Details of Leachate Management Plan
i. Details of Gas Management Plan
j. Environmental Monitoring Programme
k. Closure and Post – Closure Plan
l. All permissions / Licenses from concerned authorities.

Site Report: The daily, weekly and monthly reports will comprise of the following:
a. Weighbridge data (daily inflow and outflow for each vehicle)
b. Waste inspection data (daily)
c. Materials, stores etc. (daily)
d. Bills / Accounts (daily)
e. Visitor record (daily)
f. Complaints record from nearby areas (daily)
g. Topographic survey at operating phase (daily / weekly)
h. Photographic record at operating phase (daily / weekly)
i. Environmental monitoring data (weekly / monthly)
j. Waste filling plan and actual progress i.e. cell construction (daily / weekly) and review
(monthly)
k. Leachate generation and gas generation (weekly/ monthly / extreme events)
l. Weather / climatic data (extreme events)
m. Accidents etc. (adhoc.)
n. Others

Waste Inspection Procedure

Each vehicle carrying the waste must be checked for:

a. Incoming weight (full)

b. Outgoing weight (empty)
c. Availability of relevant documents
d. Visual check at weigh – in (if feasible)
e. Visual inspection after discharge at tipping area (inspection report to be filed for each
vehicle). A visual inspection checklist must be framed which should list visual features for
identification of unacceptable material. This checklist must be filled for every unloading by a
vehicle in tipping area at the working phase in the landfill.
If there is reason to doubt the presence of unacceptable waste, the vehicle will be taken to the
waste inspection facility, the waste down – loaded, inspected visually and sampled (if necessary).
Vehicles having non-conforming waste will be held up and matter reported to engineer or manager
of the site.

Phase Development

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Development of each phase is done is stages. These stages are:

a. Clearing the area of all shrubs and vegetation,

b. Excavation (if required)
c. Stockpiling of excavated material and material imported from borrow area,
d. Levelling of base and side slopes of landfill and achieving desirable grades at the base of the
landfill,
e. Construction of embankment and temporary berms along the perimeter of the phase,
f. Construction of temporary surface water drains,
g. Installation of monitoring instruments,
h. Liner construction
i. Leachate collection and removal system.
Phase Operation
At the design stage the phases of a landfill are clearly demarcated. Operation of a phase requires
planning and execution of daily activities – daily waste filling plan and demarcation, waste discharge
and inspection, waste placement, waste compaction, daily covering of waste, prevention of
pollution and fires.

On the completion of a phase and before the start of a new phase, a waste filling plan for daily cells
must be evolved. A study of the landfill base contour maps and the final cover levels of the phase
allows such a plan to be developed. If a phase is to be operational for 365 days, all 365 cells must be
marked in plan and in sectional drawings. These may require revision as a landfill is constructed
because waste quantities may vary in an unforeseen manner.

The area and height proposed to be filled every day should be demarcated at the site on a daily or
weekly basis using temporary markers or bunds.

Waste Discharge and Inspection

Waste must be discharged by tipping at the working area of a landfill, within the area demarcated
for the cell. Every discharged load should be visually inspected by a designated operator. Working
area personnel should be trained and competent at waste identification in order that they can
recognize waste which may be non-conforming. In the event of reasonable doubt as to the waste
acceptability, the operator should inform the waste reception facility and / or the site manager
immediately and the consignment should be isolated pending further inspection.

Once waste has been discharged it must be spread in layers and compacted in a well-defined
manner to ensure that the completed slopes of a daily cell are at the designed gradients.

Waste placement (spreading) can be done by the following methods

a. Face tipping Method: Waste is deposited on top of existing surface and spread horizontally
by tipping over an advancing face.
b. Inclined layering method (onion skin tipping): Similar to (a) but inclined layering (gentle
slope) done instead of advancing of face.

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c. Working upwards: Waste is deposited on the lower surface and pushed upwards.

Waste Compaction
It has become conventional practice to level and compact the waste as soon as it is discharged at
the working area. Steel wheeled mobile landfill compactors (cleated / spiked / special wheels) are
generally accepted as the best equipment for this purpose. They have largely replaced the small
crawler-tracked machines which previously were in general use. These steel wheel compactors
have been developed specifically for landfill operations with different patterns of cleated wheels
designed to break up and compact waste. For small sites receiving low volumes of waste, a
compactor alone may be adequate to spread and compact the waste as well as handle and place
cover material. However, a compactor is not designed to be a multi-purpose machine and at busy
sites it is more usual to provide a tracked dozer or wheeled bucket loader for spreading followed by
a compactor for densification. Compactors help to (a) chop and homogenize the waste; (b) reduce
the void fraction of the waste; (c) produce an even and stable surface; and (d) pin down waste to
minimize litter and make the site less attractive to birds and vermin.

Landfill compactors are not manufactured in India. However, they are available overseas in a wide
range of sizes and operating weights (typically ranging from 12 tons to 30 tons). Apart from size, the
differences between machines are the cleat patterns on the wheels and the wheel configuration.
The wheel configuration is relevant when determining the number of passes required achieving the
desired amount of compaction.

Daily Cover
The advantages of using daily cover are primarily in preventing windblown litter and odours,
deterrence to scavengers, birds and vermin and in improving the site’s visual appearance. It is also
advocated as a means of shedding surface water during the filling sequence, thereby assisting in
leachate management by reducing infiltration, although its effectiveness in this respect is doubtful.

It is important that site location and waste inputs are taken into account when considering the type
and application of daily cover. Soils used as daily cover will give a pleasing uniform appearance from
the site boundary. To achieve this, a thickness of about 150 mm is usually adequate and should be
adopted. About 300mm needs to be used to avoid paper, etc. being seen from close proximity. This
is excessive for other purposes and the visibility of waste through daily cover should not be
regarded as the sole criterion of effectiveness.

At sites where daily covered is spread by machines such as dozers etc., a thickness less than 150mm
will not be feasible, keeping in view the uneven surface of the waste. At sites where daily cover is
spread manually, a thickness of 100mm can be attempted if soil is used; this thickness should not
be less than 150mm if construction debris is used.

Cover material takes up valuable void space for primary wastes and if a 150 mm deep layer is
placed over every 2 m layer of waste, about 7.5% of the void space is lost. The covering of faces and
flanks will cause even more loss of void space and most operators estimate that the total loss of

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void space is between 10% and 20%.

If compacted, daily cover can have a relatively low permeability which results in the partial
containment of each layer of waste as a result, leachate becomes perched and difficult to extract.
Landfill gas then moves preferentially sideways giving greater potential for migration off-site and
both gas and leachate become difficult to extract. Hence daily cover way not be compacted by
rollers.

Traditionally soil material has been used for daily cover. Whenever possible daily cover is obtained
by planned excavation from within the landfill area and thereby causes no net consumption of
space. This will optimize the commercial value of the waste accepted. Where a site is deficient in
appropriate resources, daily cover may come through the gate from construction activities.
Construction waste is now also used to form screening bunds and for landscaping at the
construction site.

Results so far have failed to identify any single material which can be used as a simple substitute for
soil materials and all of them have given rise to secondary problems.

Pollution Prevention during Operation

Measures are needed to ensure that the landfill operation does not adversely affect local
environment within and outside the landfill. Operators may appoint community liaison officers to
be available to visit complainants and establish the nature and source of the problem. This is
reported to the site manager so that corrective measures can be taken.

Traffic: Heavy lorry traffic can give rise to nuisance, damage to road surface and verges and routing
problems. The following guidelines are helpful:
a. Routing to avoid residential areas
b. Using one-way routes to avoid traffic conflict in narrow roads
c. Carrying out road improvements, for example, strengthening or widening of roads,
improved provision of footpaths, improvement of sight lines, provision of passing places,
provision of new roads.
d. Limiting the number of vehicle movements
e. Restrictions on traffic movement hours which are staggered with respect to peak traffic
hours.

Noise: Adverse impacts on the local community from noise may arise from a number of sources
including – throughput of vehicles and fixed and mobile plant, for example compactors, generators
at the site. Peripheral noise abatement site measures should be adopted.

Odour: Offensive odours at landfill sites may emanate from a number of sources, including waste
materials, which have decomposed significantly prior to landfilling, leachates and leachate
treatment system, and landfill gas.
Good landfill practices will greatly reduce general site smell and reduce impact from odours which
could lead to complaints from the local community, site users and site staff. Good practice includes:

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(a) adequate compaction; (b) speedy disposal and burial of malodorous wastes; (c) effective use of
appropriate types of daily cover; (d) progressive capping and restoration; (e) effective landfill gas
management; (f) effective leachate management and (g) consideration of prevailing wind direction
when planning leachate treatment plants, gas flares, and direction of tipping.
Litter: Poor litter control both on and off site is particularly offensive to neighbors. Good
operational practice should be adhered to in terms of waste discharge, placement, compaction and
covering to minimize the occurrence of windblown litter. Measures for controlling litter include:
(a) Consideration of prevailing wind direction and strength when planning the filling direction
and sequence.
(b) Strategically placed mobile screen close to the tipping area or on the nearest downwind
crest.
(c) Temporary banks and bunds immediately adjacent to the tipping area.
(d) Permanent catch fences and netting to trap windblown litter
(e) Restricting incoming vehicles to only those which are sheeted and secured will reduce litter
problems on the highways.
Litter pickers should be employed to collect litter which escapes the preventative measures. Litter
screens, fences, nets and perimeter ditches should be maintained free of litter.

Bird Control: Birds are attracted to landfill sites in large numbers, particularly where sites receive
appreciable amounts of food wastes. Usually only large birds such as eagles, gulls are regarded as a
nuisance. Bird control techniques should be carefully planned taking into account the species likely
to be affected. Measures which can be used to mitigate bird nuisance include the employment of
good landfill practice, working in small active areas and progressive prompt covering of waste,
together with the use of bird scaring techniques. Measures involving explosions or distress calls
have inherently adverse environmental impacts in terms of noise.

Vermin and Other Pests: Landfills have potential to harbor flies and vermin, particularly where the
waste contains food materials. Modern landfilling techniques including prompt emplacement,
consolidation and covering of wastes in well-defined cells are effective in the prevention of
infestation by rodents and insects. Rats and flies are the main pests which require control. Sites
with extensive nonoperational land can become infested with rabbits.
Effective measures to deal with rodent infestation include regular visits by pest control contractors
or fully trained operatives. The use of insecticides on exposed faces and flanks of the tipping area,
by spraying and fogging, is an effective means of exterminating insects.

Dust: Dust from landfill operations is mainly a problem during periods of dry weather but can also
arise from dusty waste as it is tipped. Dust is generally associated with (a) site preparation and
restoration activities; (b) the disposal of waste comprising of fine particles, for example powders;
and (c) traffic dust. Dust suppression can be effected by (a) limiting vehicle speed; (b) spraying
roads with water; and (c) spraying site and powder type waste with water.

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Mud on the Road: Mud on the public highway is one of the most common causes of public
complaint. It is, therefore, in the interests of the landfill operator to provide adequate wheel
cleaning facilities to ensure that mud is not carried off site by vehicles.

Landfill Fire Management: Fires in waste and landfill sites are not uncommon and it is important
for site operators to be aware of the dangers, how to treat fires and to address the problems
associated with them. All fires on-site should be treated as a potential emergency and dealt with
accordingly.
All sites should have an emergency tipping area set aside from the immediate working area where
incoming loads of material known to be on fire or suspected of being so can be deposited,
inspected and dealt with.
Waste that is burning on delivery should be doused with water or more preferably covered
progressively with adequate supplies of damp soil / cover followed by cooling and finally removal to
its disposal point. It should not normally be allowed to burn itself out as this will give rise to
nuisance from smoke and odour and may constitute a health risk. Firefighting techniques should be
appropriate for the waste type.
Fires within the operational area are either surface fires or deep-seated fires. The former usually
occur in recently deposited and as yet un-compacted materials adjacent to the current working
area, whilst the latter are found at depth in material deposited weeks or months earlier. Site
operators should have a plan to deal with each type of fire and have a code of practice for their
operators stating exactly how to tackle any outbreak. Regardless of the circumstances, no individual
should ever tackle a landfill fire alone. Deep-seated fires require expensive remediation techniques
including vertical cut-offs.
Landfill Safety Aspects
Training of employees should include site safety, first aid and the handling of dangerous materials
where appropriate. Since landfill sites can pose dangers to both site operator and users, emergency
plans should be laid down. Landfill sites should be regarded as potentially hazardous locations and
the operator should have a written safety plan for the site.

Safety hazards present at landfill sites may include: (a) moving plant and vehicle; (b) steep slopes;
(c) bodies of standing water; (d) contaminated, putrescible, toxic, flammable or infective material
and (e) noxious, flammable, toxic or hazardous gas.

All employees and visitors to the site should be made aware of the potential hazards and the safety
procedures to be implemented including fire safety.

Phase Closure
After the last set of cells of a phase is placed on the highest lift, an intermediate or final cover is
constructed. If another phase is to be placed over the just completed phase, an intermediate cover
is provided. However if the just completed phase has reached the final height of the landfill, the
final cover system and surface water drainage system is provided.

An intermediate cover is made of locally available soil (preferably low-permeability) and is 45 to

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60cm thick. It is compacted with smooth steel drum rollers and provided a suitable gradient (3 to
5%) to encourage surface water to run-off from the cover and thus minimize infiltration. The side
slopes of the intermediate cover are compacted by the crawler tracked dozer moving up and down
the slope.

Final cover construction and quality control issues are similar to those for liner construction. The
layer below the low-permeability layer, referred to as the grading layer or gas venting layer, should
be constructed using poorly graded sand. A grain size analysis for every 400 Cu.m of material used
is recommended for quality control purposes. The layer should be compacted to above 75% relative
density to provide a firm sub-base for the low-permeability layer above. The density should be
tested at 30m grid points.

Laying of the topsoil layer should be done as soon as the protective layer construction is finished.
Heavy construction equipment should not be allowed on the finished surface. The nutrient and
liming requirements for the topsoil should be assessed from a competent agricultural laboratory. In
the absence of a regulatory recommendation / requirement regarding seed mix, a horticulturist or
soil scientist should be consulted. A combination of grass and bush type vegetation capable of
surviving without irrigation water should be planted. At least five samples of topsoil per hectare
(2.4 acres) should be tested for nutrient and liming requirements. Nutrient and seed mix
application rates should be supervised on site for quality control purpose.

The final cover is provided a gradient of 3 to 5 percent to assist surface run-off. Lined ditches or
channels are constructed on the final cover to intercept and carry surface water off the cover to the
storm water basin.

On the cover of each phase, settlement devices are installed for monthly measurement of
settlement of the landfill cover. This helps in identifying the quantity of soil required periodically for
repair of the landfill cover.

Landfill Closure
As each phase is completed and as the final cover level is reached in successive phases, the
following interconnectivities are established:

a. The leachate collection system of each phase is sequentially connected (if so designed)
b. The surface water drainage system at the cover of each phase is sequentially connected (if
so designed)
c. The temporary surface water drainage system constructed at the base of each completed
phase is dismantled.
d. The gas collection system (if provided) of each phase is sequentially connected.
Upon completion of all phases a final check is made of the proper functioning of all inter connected
systems.

An access road is provided on the landfill cover to enable easy approach for routine inspection of
the landfill cover.

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7.7 Post Closure Care

Post closure care involves the routine inspection of the completed landfill site, maintenance of
infrastructure and environmental monitoring. A well-defined closure plan shall be formulated for
effective implementation.

7.8 Technical Specifications

The detail technical specifications of the following items have been given in Annexure 9.

1. Preparation of work area/ clearing site/ jungle

2. Striping
3. Excavation & filling work
4. Excavation of trenches
5. Borrow areas
6. Cast-in-situ cement concrete
7. Formwork and staging
8. Reinforcement
9. Structural steel work
10. Stone work-random rubble masonry
11. Filling for clay liner and foundation
12. Foundation for embankment
13. Earthen embankment
14. Turfing
15. HDPE liner
16. Clay liner
17. Leachate collection system
18. HDPE Pipes
19. Sand layer
20. Gravel layer
21. Vertical centrifugal pump
22. Valves
23. Leachate treatment plant
24. Weighbridge
25. Piezometers
26. Electrical works
27. Schedule of Makes
28. Quantity assurance check list
29. List of mandatory spares

7.9 Drawings
 Elevation Section, Plan of Landfill as Drawing No. T.S/Zone-2/Kothagudem Town/12
 Details of the Leachate Collection System as Drawing No. T.S/Zone-2/ Kothagudem Town/11
 Sectional Details of Sanitary Landfill as Drawing No. T.S/Zone-2/ Kothagudem Town/13

7.10 Cost Estimates

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Table 38: Cost of Machinery

S. No. Description Unit Quantity Rate Amount (
in lacs)
1 Dozer cum excavtor each 1 (in lacs) 22.95
2 Water Tanker (5 KL) Each 1 13.97 13.97
3 Front End Loader with Back-hoe Each 1 18.85 18.85
Total 55.77
Table 39: Infrastructure facilities
S. No. Particulars Unit Rate Unit Measurement Cost
1 Daily Cover Area 912 Sq. m 300 273600
2 Tipping Area 912 Sq. m 600 547200
3 Electricals & Fire Fighting 300000
4 Ground Water Monitoring Well 50000 Nos. 6 200000
TOTAL COST 1320800
The yearly O&M cost, Detailed Cost estimates and Yearly Cost estimates are given in table below.

Table 40: Operation and Maintenance cost for Sanitary Landfill

S.No. Manpower Nos. Salary Per Annum
1 Landfill Manager 1 50000 600000
2 Drivers 2 14400 345600
3 Skilled Workers 3 12450 448200
4 Unskilled Workers 4 9300 446400
Sub Total 1804200
Consumables Cost
1 PPEs 10000
2 Daily Cover 641 2884500
3 Diesel 200 156000
Sub Total 3050500
Electricity
KW KWh/day Rs./unit Per Annum
5 20 20 8 58400
Environmental Monitoring Cost
1 Ambient air monitoring 100000
2 Ground water monitoring
Total O&M Cost Per Annum 5049100
37% Share of O&M by Kothagudem Municipality 1868167
Table 41: Phase-wise cost of Sanitary Landfill for 25 years
Detailed back up for the estimates is attached as Annexure no. 7.
S.No Item Description Total Phase I (1 Phase II Phase III Phase IV Phase V
Amount - 5 Years) (6 - 10 (11 - 15 (16 -20 (21 - 25
(Rs.) Years) Years) Years) Years)
1 Landfill cost for 25 years 36461109 7292222 7292222 7292222 7292222 36461109
2 Capping cost for 25 years 32731430 6546286 6546286 6546286 6546286 32731430

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3 Leachate Management & 700000 386170 386170 386170 386170 700000

Leachate Collection
4 Equipment’s at Landfill 5577000 5577000 5577000 5577000
5 Other Infrastructure 1320800 2249000 1320800
Facilities
Total (Rs.) 76790339 22050678 14224678 19801678 14224678 76790339
Total Cost in Crores 7.68 2.21 1.42 1.98 1.42 7.68
Share of Kothagudem 2.84 0.82 0.53 0.73 0.53 2.84
(37%)

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8.0 COST OF THE PROPOSED SYSTEM

Name of the Project Development of Integrated Solid Waste Management Facility for
Kothagudem town
Project Cost 7.91 Cr
No. of Households to 23159
be benefitted (2017)
Particulars Existing System Proposed System
Segregation of MSW 0% 100%
Coverage of Door to 71% 100%
Door Collection
Collection Efficiency 68% 100%
Processing of MSW 0% 80%
Disposal of MSW 100% (Un-scientific) 100% (Scientific)
The total project outlay is estimated at 7.91 Crore Rupees for the Kothagudem Municipality.

The commercial production of compost plant, recyclable waste and use of facilities will commence
initially. The landfill site, with a total life of 25 years, however, will be developed in phases. The
proposed scheme considers the cost of development of landfill site for use during the first 5 years.

8.1 Capital Cost of the Proposed System

Details of the cost of the proposed scheme are given in Table below:
Table 42: Breakup of the Capital Cost of the Proposed Scheme

Sharin
Total Outlay (in Chapte
S. N. Particulars g of
lakhs ) r no
Cost

4
A Collection and Transportation for the immediate year 105.0 100%

Cost of Compost plant including associated civil and 5

B 421.1 100%
mechanical works
Capital cost of the Sanitary Landfill site (for use during 7
C the first 5 years) including civil mechanical and auxiliary 82.0 37%
items
Sub Total (A to C) 608.1
D Price Adjustment @ 5% 30.4
E Tender Premium @ 5% 30.4
F Provision for Contingencies @ 2% 12.2
Information education & communication activities @
G 3.0
0.5%
Grand Total ( A to H) 684.1

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Details of the landfill site, proposed to be set up in phases are given in Table below.

8.2 Operation & Maintenance Cost (O&M) of the Proposed System

Details of the cost of the proposed scheme are given in Table below:
Table 43: Breakup of the O&M Cost of the Proposed Scheme
S. Particulars Total Outlay Rs. in Reference/
N. Lakhs Comments

A Collection and Transportation 46430330 Chapter 4

B Compost plant including associated civil works Chapter 5

including mechanical 3,096,487

C Sanitary Landfill site (for use during the first 5 Chapter 7

1868167
years)

E Total Operation & Maintenance Cost 51,394,984

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9.0 FINANCIAL FRAMEWORK

9.1 Objective of Swachh Bharat Mission

Swachh Bharat Mission (SBM) was launched on 2nd of October, 2014 with a vision to achieve a
clean India as a tribute to the father of the nation, Mahatma Gandhi, on his 150th birth anniversary,
in 2019. SBM is being implemented by the Ministry of Urban Development (M/o UD) and by the
Ministry of Drinking Water and Sanitation (M/o DWS) for urban and rural areas with a given set of
guidelines for improved sanitary services and capacity building initiatives.
 Elimination of open defecation
 Eradication of Manual Scavenging
 Modern and Scientific Municipal Solid Waste Management
 To effect behavioral change regarding healthy sanitation practices
 Generate awareness about sanitation and its linkage with public health
 Capacity Augmentation for ULB’s
 To create an enabling environment for private sector participation in Cap-ex (Capital
expenditure) and Op-ex (operation and maintenance)

9.2 Mission Components

The Mission has the five following components:

 Household toilets, including conversion of insanitary latrines into pour-flush latrines;
 Community toilets
 Public toilets
 Solid waste management
 IEC & Public Awareness
 Capacity building and Administrative & Office Expenses (A&OE)

9.3 Funding Pattern for the Project

As solid waste management is important component of the missions, funding provision for the
Municipal Solid Waste Management in Kothagudem can be made under Swatch Bharat Mission. As
per the guidelines for Swatch Bharat Mission (Urban), as provided by MoUD-GOI; States will
contribute a minimum of 25% funds for SWM projects to match 75% Central Share. Following table
elaborates the funding pattern for the proposed solid waste management scheme for Kothagudem
Municipalilty

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9.4 Sources of Finance

Period 2016-17

Total Outlay
for Share of Kothagudem
Kothagudem in Percentage (%)
(Rs. In Lakhs)

A Collection and Transportation for the immediate year 105.0 100%

Cost of Compost plant including associated civil and
B 421.1 100%
mechancal works
Capital cost of the Sanitary Landfill site (for use during the
C 82.0 33%
first 5 years) including civil mechanical and auxilary items

Sub Total (A to C) 608.1

E Price Adjustment @ 5% 30.4

F Tender Premium @ 5% 30.4

G Provision for Contingencies @ 2% 12.2

H Information education & communication activities @ 0.5% 3.0

Grand Total ( A to H) 684.1

Total Requirement of Funds 684.13

a. Financial Plan
Financing Capital Cost
GOI (20%) 136.83
I
State Government (25%) 171.03
Other Sources including ULB (55%) 376.27
Total 684.13

9.4.1 Financing capital cost of the scheme

The total long term funds required to finance the cost of the scheme aggregates to Rs 6.84 Crores.
The above requirement of funds is proposed to be met by 20% grants from the Swachh Bharat
Mission, 25% from State Government and the balance funds is proposed to be generated through
various other sources of fund which are, but not limited to:
a. Private Sector Participation
b. Additional Resources from State Government/ULB
c. Beneficiary Share
d. User Charges
e. Land Leveraging
f. Innovative revenue streams

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g. Swachh Bharat Kosh

h. Corporate Social Responsibility
i. Market Borrowing
j. External Assistance

9.5 Municipal Financial strength

The review of Kothagudem Municipal finance indicates that the Municipality has two sets of
revenue (i) from own sources and (ii) from external sources. The own source of revenue includes
components such as Property tax, user charges, other taxes except the property tax and non-tax
own source revenue. Currently there is no user charges levied on SWM. The Taxes other than
property tax include advertisement tax, taxes on animals, carriages & carts, water charges, market
fees, encroachment fee, developmental charges, licenses fees. Non tax comprises of rents from
markets, selling of scrap and used paper by the ULB, hire charges (e.g. road roller) etc.

The components under external sources include Plan grant from State and Central Government,
Non-Plan Grant/compensation, receive the funds from Central and State Government for the
physical infrastructural developments in terms of roads, water supply, sanitation, drainage,
buildings and lightening. The summary of revenue of municipality in past five years in as under:
Table 44: Total Revenue of Kothagudem Municipal Corporation for past five years
Total Revenue Amount in Rupees lakhs
Sr. No. Revenue of the Own Source Grant/Loan/ Subsidy Total Total Expenditure
Municipality for last (Assigned Revenue)/ Revenue
5 years any other receipts
1 2014-2015 547.39 660.65 1208.04 567.8
2 2013-2014 488.92 585.79 1074.71 668
3 2012-2013 603.72 806.84 1410.56 1329.62
4 2011-2012 449.87 471.11 920.98 899.26
5 2010-2011 406.9 676.92 1083.82 874.97

9.6 Operation and Maintenance Cost

The processing facilities and regional sanitary landfill facility for Kothagudem Municipal to be set up
at the proposed facility at Kothagudem site on Cluster approach for 25 years.
The Operation and Maintenance cost for each of the municipalities have been assessed. The O&M
cost includes following components:
 O&M Cost for Primary Collection, Secondary Collection & Transportation including Street
Sweeping and Drain Cleaning
The manpower cost for primary collection has been separately calculated for primary collection,
secondary collection & transportation including street sweeping. Street Sweeping forms the
major portion of O&M cost. The manpower for street sweeping has been calculated as per
CPHEEO norms (500 meters per person). It is also assumed that 10% of the roads will be swept

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daily, 20% will be swept in alternate days and 70% will be swept twice a week. Drain Cleaning
will also be done by the same worker strength only. It is also assumed that every worker will be
given 1 holiday per week; therefore 14% overhead is taken on manpower to cater the same.
o O&M Cost for the Compost Plant
o O&M cost for the Regional Sanitary Landfill Facility
o O&M cost for the Common Facility
The O&M assessment takes into consideration various parameter such as equipment & machinery,
personnel, transportation, office management, consumables, electricity and repair and
maintenance of equipment. The summary of O&M expenses for Kothagudem town is mentioned
below:
O&M Cost of the Collection and Transportation System for Kothagudem Municipality
Table 45: O&M Cost for the C&T System for Kothagudem Municipality

S.No Particular Cost

1 Manpower for Collection & Transportation 40788000

1440000
2 Sanitary Staff
473030
3 O&M Cost for Infrastructure
2182700
4 Diesel Cost
1546600
5 Cost of Consumables
46430330
Total cost
Cost (In Crores) 4.64Cr.
*Detailed Costing is given in Chapter 5
O&M Cost of the Processing Facilities (Viz. Compost Plant) for Kothagudem Municipality
Table 46: O&M Cost for the Processing Facility at Kothagudem Municipality
Annual
Unit Total
Particulars No. Months Cost (in
Rate Cost
Rs.)
In-charge 2 10,796 21,592 12 259,104
Skilled Workers 4 8,795 35,180 12 422,160
Unskilled Workers 7 7,452 52,164 12 625,968
Driver 2 8,795 17,590 12 211,080
Consumables viz. inoculants 10,000 12 120,000
Packing Cost 2000 365 730,000
Diesel Cost 2 700 365 255,500
Electricity (30 HP) 895 365 326,675
Water Requirement (KLD) 2 1000/5KL 146,000

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Total O&M Cost for compost plant 3,096,487

O&M Cost of the Regional Sanitary Landfill Facility for Kothagudem Municipality
Table 47: O&M Cost for Regional Sanitary Landfill at Kothagudem Municipality
S.No. Manpower Nos. Salary Per Annum
1 Landfill Manager 1 50000 600000
2 Drivers 2 14400 345600
3 Skilled Workers 3 12450 448200
4 Unskilled Workers 4 9300 446400
Sub Total 1804200
Consumables Cost
1 PPEs 10000
2 Daily Cover 641 2884500
3 Diesel 200 156000
Sub Total 3050500
Electricity
KW KWh/day Rs./unit Per Annum
5 20 20 8 58400
Environmental Monitoring Cost
1 Ambient air monitoring 100000
2 Ground water monitoring
Total O&M Cost Per Annum 5049100
37% Share of O&M by Kothagudem Municipality 1868167
Summary of O&M Cost
Table 48: Summary of O&M Cost for Kothagudem Municipality
S. Particulars Total Outlay Rs. in Reference/
N. Lakhs Comments

A Collection and Transportation 46430330 Chapter 4

B Compost plant including associated civil works Chapter 5

including mechanical 3,096,487

C Sanitary Landfill site (for use during the first 5 Chapter 7

1868167
years)

E Total Operation & Maintenance Cost 51,394,984

Total O&M cost for the collection and transportation system including street sweeping, drain cleaning and
processing facilities, common facilities and regional sanitary landfill facility is estimated at INR 5.18 Cr per
annum.

9.7 Revenue Streams

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The revenue stream identified for the project includes (i) user fee from various categories of waste
generators viz. households, hotels, restaurants, shops, vegetable/fruit market, institutes, banquet
hall etc. (ii) sale of compost (iii) sale of recyclables.
Two revenue sources under MSW management are sale of compost and sale of recyclables, though
some revenue can be generated by way of collection from the generators of waste. However, all
revenue options put together does not generate income enough to meet operation and
maintenance expenses, therefore, tipping fee has to pay by the ULB to Private Operator.
User fee: The right to collect the user fee towards Solid Waste Management shall remain with the
private Operator. The Private Operator shall not demand or collect fee from the users as per the
proposed user charges to be notified by the Municipality. The assessment of user fee for
Kothagudem is presented in below table.

9.8 Revenue Generation from Households

The Municipality will collect user charges from households, shops, hotels, banquet halls,
restaurants and guest houses. The households will be charged Rs. 30 in the first year. The user
charge shall gradually increase every year. The expected user fee collection efficiency is assumed to
be 60% in the first year which shall increase to 70 to 75% in the later stages of the project.
Table 49: Revenue Generation from the User Charges to be paid by Households in Kothagudem
REVENUE FROM HOUSEHOLDS USER CHARGE
S. Year Expected User Nos. of User Charge/Month Revenue/An Revenue/Annu
No. Collected in % Households in INR num in INR m in Lakhs
1 2018 60 23225 30 5016600 50.17
The user fee will be collected from the commercial establishments also.
Table 50: Revenue Generation from Commercial Establishments in Kothagudem Municipality
REVENUE FROM COMMERCIALS ESTABLISHMENTS
Types User Revenue Per
Charge/Month Annum

Commercial Shops 1352 50 811200

Hotels/Lodges 43 200 103200
Institutions 49 300 176400
Offices 22 300 79200
Hospital/Nursing Homes/Dispensaries 53 150 95400

Fish/chicken market 1 50 600

Slaughter House 1 200 2400
Vegetable/Fruit Market 2 1000 24000
Celebration House 6 500 36000
Total Revenue Generation 1328400
Total Revenue Generation in Lakhs 13.28

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9.9 Revenue Generation from Sale of Compost

It is proposed that the Private Operator for the Compost plant shall be responsible independently
for production and sale of the compost. As the sale of compost has been taken into consideration
as one of the revenue sources for the private operator, the operator shall be encouraged to
develop suitable market and strategy for the sale of compost. The private operators can develop a
detailed plan including market map, compost storage, agents, bulk buyers, transportation road
network etc.
It is estimated that compost plant will produce 4.5 MT (2018) of compost per day which can be sold
at the rate of Rs. 2 per kilograms. Revenue per annum from sale of compost is given in table below.
Table 51: Revenue from Sale of Compost for Kothagudem Municipality
TPD KG/Day KG/Annum Price/KG Total
Compost Generated (2018) 4.50 4500 1642500 2 3285000
Total Revenue Generation in Lakhs 32.8

The total revenue from sale of compost in the 1st year of operation is Rs 3285000. In the
subsequent years, the revenue has been estimated to increase by 5% each year.

9.10 Revenue from sale of Recyclables

The primary survey of the MSW conducted by IPE Global shows that 20% of the total waste 9TPD is
recyclable of the total waste generation i.e. 9TPD.
Table 52: Revenue Generation from Sale of Recyclable Waste in Kothagudem Municipality
REVENUE FROM SALE OF RECYCLABLES
Total projected waste generation in 2018 45.00 TPD
Percentage of recyclable waste 20.00 %
Total Recyclable Waste 9.0 TPD
Percentage of Sellable Waste 50 %
Total Sellable Waste 4.5 TPD
Rate per kg 2.0 Rs.
Total Revenue/Annum 3285000 Rs.
Revenue in Lakhs 33 Lakhs
Therefore, the revenue from sale of recyclables is estimated to be Rs. 3285000 in the 1st year of operation.
Once the MSWM as per the proposed design is in place, the overall quantity of recyclable waste will increase
and revenue generation from recyclable waste will increase accordingly.
Proposed Structure and Assumptions

 Collection and Transportation shall be carried out by ULB and Processing and Disposal Facility to
be maintained by Private Operator
 Processing and Disposal Facility shall be maintained by single operator
 One time capital cost for the development of integrated facility shall be borne by the
municipality
 The user fee collection efficiency is assumed to be 50% in the first year and to be increase
gradually up to 90%.

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 The user fee collected from households and commercial establishments shall be considered the
revenue generation of ULB.
 It is assumed that the revenue from recyclable waste shall be given to sanitary workers. In case,
the revenue is retained by the municipality, effective expense is calculated
 The private operator shall be compensated on the basis of Tipping Fee by the ULB.
 The revenue generation from sale of compost and recyclables to be retained by Private
Operator.
 Increment rate of 5 % to be taken for tipping fee for subsequent years
 Increment rate of 5 % to be taken for revenue generation from commercial establishments and
compost plant for subsequent years
 Increment rate of 2% to be taken for revenue generation from recyclable waste for subsequent
years
 Increment rate of 5% on fuel charges, 10% on salary and wages, 2% on packing cost, 7% on
consumables and 2% on repair & maintenance for subsequent years.
9.11 Calculation of Tipping Fee
Table 53: Cash Flow and Tipping Fee of the Project excluding Street Sweeping Component for Kothagudem
Municipality
S. No. Year (Start from 2018) ----------> 1

Year 2018

I. Revenue for Municipality

A User Charge from Households 5016600
B User Charge from Commercial Establishments 1328400
Total Income 6345000
C Revenue from Recyclables 3285000

II. Revenue for Operator

Compost 3285000
D Total Income 3285000

III. O&M Costs for Operator

E Processing Facilities viz. Compost Plant 4,794,560
F Regional Common Sanitary Landfill Facility (37% share of Kothagudem ) 1064874
g Total O&M Cost for Operator (E+F) 5859434

H Deficit (g-D) 2574434

I Deficit inclusive 20% Profit of Operator 3746321
J Tipping Fee/MT for P&D (Processing and Disposal) 228
III. O&M Costs for Municipality
K Collection and Transportation 15342280
L Contingency (@3%) 460268
Q Total O&M Cost for Municipality (K+L) 15802548
R Tipping Fee/MT for C&T (Collection & Transportation excluding Profit & 962
Revenue)

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T Total Revenue for Municipality from User Fee and Recyclables 9630000
U Tipping Fee/MT for C&T (including Revenue from User Fee & Recyclable) 376

Tipping fee/MT for C&T including revenue from user fee and recyclables is Rs. 376

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10.0 INSTITUTIONAL FRAMEWORK

Traditionally, Solid Waste Management has remained the
responsibility of the Urban Local Bodies. These local bodies
mostly suffer from lack of funds and manpower to perform
the required functions. Moreover, with increasing
urbanization and rate of solid waste generation, the burden
has also magnified. The SWM Rules, 2016 have set
responsibilities for ULBs, State governments and Central &
State pollution control boards for different aspects of MSW
management. These rules make ULBs responsible for their
implementation and for any other infrastructure
development pertaining to collection, storage, segregation,
transportation, processing and disposal of municipal solid waste. They are also entrusted to aware
the waste generators with the responsibility to avoid littering and promote segregation. The ULBs
are supposed to organize awareness programs for segregation of wastes and promotion of
recycling or reuse of segregated materials.

State Governments
Policy Directives, funding
and monitoring

Urban Local Bodies

Implementation: Service
Delivery
Figure 16: Institutional Setup for Municipal Solid Waste Management

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Various departments are involved in the formulation of policies, rules and preparation of guidelines
for Solid Waste Management at the Central level. The Central Government also plays a major role
in monitoring the working of ULBs through Central Pollution Control Board (CPCB). State
Government is also involved as the nodal body for the disbursements of grants provided by the
Central Government and also for effective penetration of policies. The lowest tiers of government,
Urban Local Bodies are responsible for service delivery for solid waste management.

10.1 Roles and Responsibilities of Major Institution as per SBM

Swachh Bharat Mission is being implemented by the Ministry of Urban Development (M/o UD) and
by the Ministry of Drinking Water and Sanitation (M/o DWS) for urban and rural areas with a given
set of guidelines for improved sanitary services and capacity building initiatives.
Municipal Solid Waste Management (MSWM) a major component of the SBM (urban)-“refers to a
systematic process that comprises of waste segregation and storage at source, primary collection,
secondary storage, transportation, secondary segregation, resource recovery, processing,
treatment, and final disposal of solid waste.”
Under the provisions of SWM, the local bodies are to prepare Detailed Project Reports in
consultation with the state government based on the identified needs of the City Sanitation Plans.
Provision also mentions clustering of smaller cities for attracting Private investment. The DPRs
should be prepared in lines with Govt. of India’s goals outlined in the NUSP 2008, SWM rules,
advisories, CPHEEO manuals (including cost-recovery mechanisms), O&M practices and Service-
level Benchmark advisories released by M/o UD and Manual on Solid Waste Management, 2016.
Table 54: Roles and Responsibilities of Major Institutions as per SBM
Responsible Roles and responsibilities in SWM
Institution
State Level High Powered Committee (HPC) under the chairpersonship of the State’s Chief
Secretary, and with members drawn from concerned departments (including a
MoUD representative) shall be responsible for the Management of SBM (Urban) at
the State / UT level. The functions include:
 Sanction projects relating to Solid Waste Management recommended by the
ULBs.
 Plan for additional resource mobilization.
 Plan for fund flow in the short, medium and long term
 Recommend proposals for release of installments of funds for projects under
the mission
 Monitor outcome and O&M arrangements of projects sanctioned and
completed under the mission
 Review the progress of Capacity Building, IEC, and Public Awareness activities
under the mission and approve their annual action plan
 Ensure convergence of action for sanitation in the state and bring about inter-
departmental coordination for this purpose as and when required.
 Ensure timely audits of funds released and review the “Action Taken Reports”
on various Audit reports of the mission and other similar reports
 Take up any other matter relevant for the efficient implementation of the

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mission, or matters referred to it by the SBM National Mission Directorate

State Mission The SBM State Mission Directorate will be located within the Urban Development
Directorate Department (UDD) in the State / UT which will also function as
Member-Secretary to the State Level HPC
 The SMD will create / notify a uniform structure across the state for the
planning, designing, project preparation, appraisal, sanction and
implementation of sanctioned projects under the mission at the ULB level
 The Mission Directorate shall be supported by a dedicated Project Management
Unit (PMU) on an outsourced basis
ULB Level ULBs elicit the active participation of the Ward Committees, Area Sabhas, Resident
Welfare Associations, NGOs and Civil Society Groups
Group Level Review A Group Level Review and Monitoring Committee (DLRMC) will be constituted with
and Monitoring a view to fulfill the objective of ensuring satisfactory monitoring of projects under
Committee the Chairpersonship of a Member of Parliament.
(DLRMC)
As per SWM Guidelines, 80% of the urban population to be covered by SWM services (allowing for a 2%
increase year on year)

10.2 Institutional Strengthening

Planning for an efficient and advanced MSWM system is not restricted to the procurement of vehicles,
equipment or adequate infrastructure. Equally important is an effective institutional structure capable to
steer and implement the MSWM system. The success and sustenance of the proposed SWM services
depends on robustness and capacity of institutional framework. It is required to determine essentialities for
institutional strengthening and internal capacity building to ensure that endeavor to improve the existing
scenario is successful. Institutional Strengthening can be done by adequately decentralizing the
administration, delegating adequate powers at the decentralized level, by inducting qualified and competent
professionals into the administration and providing adequate training to the existing staff.

Existing System Loopholes in the Existing Proposed Measures for Institutional

System Strengthening
Currently, the Solid Waste  Lack of clarity in Depending on the size of the Kothagudem, a
Management System is delegation of
dedicated solid waste management
looked after by Sanitary responsibilities department, or a MSWM Cell or responsible
Inspectors and there is no  Inefficiency in Service staff should be made accountable for solid
Delivery
dedicated department for waste management and implementation of
 Lack of Ownership
SWM the MSWM Plan. Small ULBs like
 Mismanagement of
Resource Kothagudem should have a specific solid
waste management cell with required
technical and managerial personnel.
The Existing Staff  Low technical capacity Professionalizing the solid waste sector will
comprising of:  Inefficiency in Service not only build the capacities of workers to
 Sanitary Inspectors Delivery perform more effectively and efficiently but
 Sanitary Supervisors  Wastage of Resources will also inculcate a sense of responsibility
 Sanitary Workers and pride towards their profession. This will
Are not provided technical lead to an improvement in service delivery

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training and guidance and better management of activities.

 Train and update the capacities of staff of
Kothagudem Municipality involved in
solid waste management activities.
 Providing adequate professional growth
opportunities should be built into the
SWM hierarchy to encourage supervisory
staff members to remain in the
department to avoid attrition.
 Formulate and implement ULB level for
capacity building programs to the field
staff, supervisory staff, contract
employees, officers, civil society
organizations, Community Based
Organizations, on SWM topics based on
the responsibilities including attitude and
behaviour change and creation of
platforms for field based interactive
learning and exposure visits.
Presently, There is no  Inefficiency in Service Regular collection of baseline information by
monitoring system of daily Delivery Kothagudem Municipality for better
activities  Wastage of Resources understanding of the existing solid waste
system as accurately as possible, analyse
system deficiencies in the context of SWM
Rules, 2016 and utilize that information for
further planning, implementation and
monitoring processes
Establishment of central complaint Redressal
system for dealing with public complaints on
a regular basis

10.3 Models of Arrangement

Though the MSW Rules makes the ULBs responsible for
management of waste, there are various examples
where innovative partnerships models have been
developed to carry out the waste management services
in the Indian cities. Broadly, four models of engagement
are existing:
 ULBs
 ULB + Private Operator (PPP mode)
 ULB + Community Figure 17: Models of Arrangement
 ULB + Private Operator + Community

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Figure 18: Solid Waste Management Activities

However, a more robust arrangement is required for regional facilities where more than one ULB is
involved and will be sharing the processing and disposal facility. In the case of Punjab (Solid Waste
Management Plan-Punjab), State level and Cluster level solid waste Committee were formulated.
The State level committee comprised of Director, Department of Local Government; Commissioners
of all municipal corporations; Regional Deputy Director; Chief Engineer; Health Officer of all
Corporations; One specific solid waste Professional and one specific Project Management
Professional. The Cluster level Committee comprised of Commissioners of respective Municipal
Corporation; One Representative of State Level solid waste Management Cell; Officers of respective
council of Clusters; Health Officers of all corporations; Nodal Officers of Clusters and solid waste
Monitoring cell headed by Executive Engineer. Specific technical entities for operation and
maintenance of Collection & Transportation System as well as Processing & Disposal facilities were
created.3

3
Punjab Model Municipal Solid Waste Management Plan-2014, Government of Punjab, Department of Local
Government

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11.0 PUBLIC AWARENESS THROUGH INFORMATION,

EDUCATION & COMMUNICATION AND CAPACITY
BUILDING OF URBAN LOCAL BODIES FOR
SUSTAINABLE MSW MANAGEMENT
Solid Waste Management comprises a substantial and
critical component of work of any ULBs. This is also an
area where citizens need to be made aware of their
role in achieving clean and health cities. Design of IEC
material for SWM aims to reach out to different
stakeholders including children, youth, housewives,
offices, institutions, commercial groups etc. With the
rapid population growth in the cities, there has been a
substantial increase in the generation of solid waste
resulting into the contamination of air, water and land
resources. It is not only affecting environment but also
degrading the sanitation and hygiene conditions of the society, which create various types of problems
effecting citizen’s health also.
With the existing technology, the management of solid waste by trained
engineers will only solve the technical aspects, however to keep the
environment clean, it requires not only the technical solution but also public
acceptance, co-operation and active people’s participation. After all every
individual contributes one’s own mite to the generation of solid waste and
therefore it is necessary that individuals should be disciplined so as to
decrease further pollution of the environment. To enable people to
participate in the development process, it is necessary that people have
adequate knowledge about the nature and content of these Programs.
Public Awareness through Information, Education and Communication (IEC),
therefore, assumes added significance in the context of the Programs.
Through IEC techniques the stakeholders and local community could be
educated and aware about the issues and advantages of existing and
implementing system of the solid waste management. The basic approach of
IEC plan is to create effectiveness of the Solid Waste Management System.
Its operational efficiency can be improved through Information, Education
and Communication (IEC) techniques.

11.1 Objective
IEC can be defined as an approach which attempts to change or reinforce a set of behaviors in a “target
audience” regarding a specific problem in a predefined period of time. IEC strategies involve planning,
implementation, monitoring and evaluation. When carefully carried out, the communication strategies help
to foster positive waste management practices individually and institutionally and can contribute to
sustainable changes in the environment.

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The major objectives of the IEC and Capacity Building are as follows:

Figure 19: Objectives of IEC activities

11.2 Public participation and awareness through Information, Education and

Communication Plan
The success of any solid waste management scheme can be measured through the extent of cooperation
and participation of people, effectiveness of the proposed system and operational efficiency. The people of
the cities should be made accountable for their activities and administration system should support them in
dealing with the repercussions of their lifestyle. In this regard, IEC plan plays an important role as citizens are
unaware or partially aware of hazards that have come into place due to generation of MSW by them. The
Information, Education and Communication components of IEC plan are discussed as follows:

11.2.1 Information
Information is the starting step in building up the people’s involvement in any public welfare project.
Therefore integrated solid waste management would also remain incomplete if proper information is not
passed to various stakeholders of the project. They would include residents, private firms, municipal officers,
NGOs, Media houses and workers etc. The stakeholders are referred to as target groups as well in this
document for convenience and are discussed in the upcoming section of IEC strategy.
The information would spread across all areas of the region and would comprise of small and big pieces of
data required to familiarize the people with MSW system. It will have activities where in people will know
what is MSW, Why it’s being collected from door-to door, who will come to collect and where will it go ?
Once the people of the region are supplied with this background, they can get a better understanding of the
waste management system and can come forward in supporting the efforts of implementing agencies.

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11.2.2 Education
Education becomes the next significant factor in creating public awareness. It requires people to have basic
understanding in waste management project activities. They will be briefed on various aspects of MSW
system right from its generation to disposal. The education would also disseminate them with ideas such as
why it needs to be discussed at such big platform, what will be the benefits of processing it scientifically and
why if not treated properly; it can lead to havoc in coming years. This component shall help in bringing
citizens together from various walks of life such as students, NGOs, intellectual class and teachers etc. They
can share a platform to partner with the authorities who are engaged in waste treatment technologies so
that system shows high level of efficiency and effectiveness.
As the MSW is people’s unwanted item or refuse, it can only be turned into a resource for them if they get
right education in this direction. Hence education which is imparted through wide range of events and
activities will turn around the mind sets of stakeholders and will give desired results in the project.

11.2.3 Communication
Communication is an integral part of planning for sustainable development. The development of human
society is largely because of its ability to communicate information and ideas with each other and to use
such information and ideas for progress.

Figure 21: Creating awareness on SWM among Figure 20: Awareness programmed at
women School on SWM
The Programs being implemented by the Govt. Departments aim at sustainable holistic development in all
development projects. The success of these programs is critically dependent on the participation of the
people, particularly target groups, in the implementation process. The approach should be to emphasize on
communication with target groups, local community for the implementing programmed of Solid Waste
Management in respective areas.

11.3 Approach of IEC Plan

The basic approach of Information, Education and Communication Plan is to make the public aware about
the need of reduction and segregation of waste from the households along with the collection system of
waste to take public cooperation for making the environment pollution free and to develop proper hygienic
conditions.
Attitudinal and behavioral changes of the residents are important for the success of the segregated waste
collection and its sustainability. For this purpose, communication with the residents is required through
various techniques and modes. The proposed PP&A programmed may be carried out using localized and
area specific popular tools that may be identified during project implementation period. However, one of
the effective tools to forge public participation shall include the followings;

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 Prepare suitable strategies for various target groups such as different housing groups (LIG/HIG/MIG/JJ
Clusters/ Villages/ Resettlement Colonies/Unauthorized / Commercial Area/ Markets/ daily markets/
Sabzi Mandi/ School and College students etc.
 Establish two way communication mechanisms with stakeholders of the project such as citizens, the
media, RWAs/Trade Organizations on one hand and the implementing agencies like Concessionaire
or/and MUNICIPALITY on the other hand.
 Prepare and design Short Films, Advertisement Campaign, Posters, Brochures, Flax, Hoardings,
Pamphlets, Stickers, Radio jingles, wall writing. Mike announcement through autos etc. for the campaign
 Monitor quality and accuracy of contents of the advertisement material
 Lay out ward wise annual plan for conducting campaign events such as: meetings, workshops, street
corner plays, movies etc. Detailing number of event content, schedule, target group which are to be
conducted by the Concessionaire in association with RWAs/Trade Associations/ School and college
Managements/ NGOs and MUNICIPALITY, etc.
 Train resource persons from the MUNICIPALITY, Concessionaire, RWA/ Trade Associations etc. for
propagating awareness
 Conduct workshops for staff of Concessionaire and MUNICIPALITY and training them by using manuals
and other IEC materials
 Any other activity as may be approved by MUNICIPALITY.

Figure 22: IEC Strategy

11.4 Information, Education and Communication Strategy
The Information, Education and Communication Plan is supposed to follow a structure approach to
effectively involve people in the implementation mechanism and further incentive and disincentive schemes
should also be integrated to ensure the desired results. “Getting the right knowledge to the right people in
the right place at the right time” is the crucial component of any IEC Plan. Thus, the identification of the
target group for awareness creation is a crucial part of the methodology. The Plan will follow a below
mentioned strategy in a structured way for carrying out effective awareness activities.

11.4.1 Identification and Action

Identification and selection of target groups plays a key role in creating effective awareness in residents. For
solid waste management, it becomes more important as the source of MSW starts from houses due to which
target starts from household female head, youths and children who require some form of role model or
different methods to influence their behavior. It is a very important aspect which starts from waste
generators level and may reduce, reuse and recycle their waste. The other part of target groups may be
waste collector and waste managers. These types of target groups are directly involved with the solid waste
management. Along with this, there are other groups which can be helpful for the better management of
MSW segregation, waste collection, operation, handling and proper disposal. The major target groups are as
following:

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Figure 23: Target Groups in Solid Waste Management

Table 55: Action Plan for target groups
Sl.No. Target Target Group Details Action Plan
Groups
1 Waste Generator  Residential Areas  Holding locality-wise meetings,
(Women (household), seminars, targeted community
Maids, children and meetings with self-help groups,
Youths) through street plays, technical and
pictorial presentation along with
 Commercial Areas
aware them about health hazards and
(Shopping areas,
remedial measures and sanitation
Vegetable markets, improvement.
Offices, Hotels,
Restaurants)  Informing and suggesting them about
 Institutional Areas the segregated waste management
(Jr. High Schools, and their important role.
Colleges)
2 Waste Collector  Sweepers  They all should be involved and
 Rag pickers sensitize about the need of
 Waste loaders segregated waste collection and
 Truck drivers sanitation improvement.
 Landfill supervisors  The waste collection, transportation
and disposal of the waste in proper
timing so that waste could not be
overflow.
 The waste collector should be trained
about the collection of segregated
waste.
3 Waste Managers  Administrators and  Presenting them about the Rules and
supervisors Regulation and updating them about
 Control and monitoring the ongoing activities and techniques

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team for MSW management.

 Complaint handlers  Training programmes for the
 Computer software technical staffs
operators and specialists  Providing the reviews of progress and
monitoring activities
4. Leaders  Political Leaders (Local These leaders can be motivated to
MLA, MP) participate actively in promotional
 Religious Leaders efforts of community involvement in
 Community Leaders segregated solid waste management.
5. School Teachers  Primary Schools  School teachers can be informed and
and Students  Jr. High Schools involved in the segregated solid waste
 Public Schools management scheme and can be
motivated to educate the children for
the sanitary improvement.
 The students can be educated and
trained for the segregated waste
management system and they can be
great awareness creators for the
societies.
 Some groups of students can be
created as monitoring and awareness
team for sanitation improvement
which will make a great impact on
societies and communities.
6. Media  Print Media Launching mass campaign for
 Electronic Media educating and motivating local
communities and families about the
need of segregation of Solid Waste
and its management for sanitation
and hygienic improvement.
7. Elite groups or  NGOs, Societies Sensitize and motivate local
social  CBOs influential people like Sr. citizens,
organizations  Sr. citizens Association leading businessmen, social club
 Rotary Clubs/ Lions Club members, NGOs and CBOs etc. to
 Self Help Groups (SHG’s) undertake or sponsor such activities
for solid waste management for
effective strategy of public
participation and awareness.
11.4.2 Development of an IEC Plan
Once the target groups have been identified, the responsibility lies in developing the approach for informing,
educating and communicating with these groups. For successful implementation of any program involving
public participation at large, it is essential to spell out clearly and make them know the manner in which the
problem is proposed to be tackled to keep area clean and improve the quality of life.
The information plan means familiarizing the people with waste management concept. To many the idea is
new and it takes time for internalization. The target groups will be informed by authorities about waste
segregation and its disposal practices. In information plan following activities can be undertaken-

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i. Site visits by administrative officers – This will be attracting attention of citizens on subject matter.
ii. Meeting of Resident welfare associations- RWAs can meet and discuss on door to door collection of
waste and its separation at generation level.
iii. A brief Introduction by Safai mitra- workers or safai mitra can give a brief talk on waste collection
and transportation to the people of the region. This way people can get engaged in segregation of
waste at source level.
iv. Display of data and information through pictures/hoardings- the information on MSW can be
shared with various target groups using methods like putting up pictures and boards at public places.
These pictures can tell about the hazards of unscientific treatment of solid waste and need to handle
the issue with better technologies for sustainable growth and development.

Likewise Education plan will also be put in place where various channels of making people aware on waste
management will be exploited. This can include the following –
i. Participation of schools and colleges- Schools are important stakeholders of public welfare projects.
Environmental awareness is part of curriculum at school and university level. This opportunity can be
utilized to educate not only students but their family members too on waste and management and
its social, economic and environmental benefits.
ii. Public Meetings – Public platform can be used to educate the people. They must know why this
activity has been undertaken and what good it will do to them once gets operationalized. The idea is
to make them know that solid waste is wealth and it can be converted into various useful
components such as manure, eco-bricks and finally energy/electricity.
iii. Dissemination of written material – the pamphlets, booklets and other small informative brochures
can be given to the stakeholders who in turn will take the responsibility to spread the word at local
and community level on solid waste management.

The communication plan is last but not the least component of the IEC strategy. It is the most exhaustive of
all and requires great efforts to reach to the massed. It shows the best results if implemented well.
In this, the communication material should be developed and must be utilized in public awareness program
through the tools of publicity. The use of various publicity tools as public address meetings, workshops,
School Activities, Street Plays, Distribution of handbills, pamphlets etc. can be used. However these activities
overlap with the activities of Information and education plan but their scope and coverage is much vaster
than the other two. The given table discusses the detailed communication plan as follows:
Table 56: Communication Objective for each target group
Target Audience Communication Objective
HIG/MIG Households  To create awareness on importance of separate storage of wet and dry
waste at source
 To encourage use of two dustbins
 To encourage for payment of collection charges for door-to-door
collection
 To disseminate information on services and infrastructure provided by
MUNICIPALITY for waste management
 Encourage participation in door-to-door or street level waste
management in their area
 Promote 3Rs and usage of Recycling Centre in the area
 Share information on municipal rules and laws regarding waste

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management
LIG/EWS/JJ/  Motivation for use of dustbins for storage and disposal of household
Resettlement Households waste
 To create awareness on importance of separate storage of wet, and dry
waste at source
 Encourage use of dustbins or designated places for disposal household
waste
 To encourage use of dustbins whenever out of house
 To encourage for payment of collection charges for door-to-door
collection
 To disseminate information on services and infrastructure provided for
waste management
 Encourage participation in door-to-door or street level waste
management in their area
 Promote 3Rs and usage of Recycling Centre in the area
 Share information on municipal rules and laws regarding waste
management
Owners and workers of  To create awareness on importance of proper disposal of waste to the
commercial establishments designated sites/bins/ places
 To sensitize them to keep the area around their establishment clean for
better sales and re-visits of customers
 To sensitize them on the payment of user/collection fee
 Encourage participation in the street level waste management in their
area
 Promote 3Rs and usage of Recycling Centre in the area
 To disseminate information about the services and infrastructure
provided for commercial area for waste collection and disposal
 Share information on municipal rules and laws regarding waste
management in commercial areas.
 Awareness on their role to improve the system through Compliant
Redressal System,
School children  To educate and create awareness on various aspects of solid waste
management and environmental sanitation issues
 Awareness on impact of poor waste management on health
 Promote volunteerism and motivation for taking active part in
promoting “clean city” drives and other environmental sanitation, and
waste management activities in the city
 Encourage participation of family in the ‘Clean City’ campaign
 To disseminate information about the services and infrastructure
provided in their localities for waste collection and disposal
Associations and  Encourage their participation in the Sanitation programmed of
organizations MUNICIPALITY and take their support in meeting the objectives of the
project.
 Use the influence and good-will of these organizations in seeking
community support for the programmed.
 Using them to monitor the performance or outputs of the project, and
report shortcomings, if any.
 Use such organizations to create awareness on various aspects of solid
waste management and environmental sanitation issues
 Use such organizations to disseminate information about the services

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and infrastructure provided in their localities for waste collection and

disposal
 Share information on municipal rules and laws regarding waste
management and for disseminating them to their members
 Creating their role to improve the system through Compliant Redressal
System.
NGOs and CBOs  Encourage their participation in the Sanitation programmed of
MUNICIPALITY and take their support in meeting the objectives of the
project.
 Use the influence and good-will of these organizations in seeking
community support for the programmed.
 Using them to monitor the performance or outputs of the project, and
report shortcomings, if any.
 Use such organizations to create awareness on various aspects of solid
waste management and environmental sanitation issues
 Use such organizations to disseminate information about the services
and infrastructure provided in their localities for waste collection and
disposal
 Share information on municipal rules and laws regarding waste
management and for disseminating them to their members
 Creating their role to improve the system through Compliant Redressal
System.
 Using them to organize IEC programmed in the communities of their
influence
Rag-pickers and kabariwalas  To create awareness on safe handling of recyclables collected from the
waste
 To create awareness on importance of segregation of waste and
harmful effects of littering
 To encourage and educate rag pickers for joining the Company as
partners/ employees of the SPV
 To integrate them into the project
Sanitary workers  To create awareness on the new system introduced and their role
 To create awareness on safe handling and disposal of waste
 To create awareness on importance of segregation of waste.
 To encourage participation in waste management system.
 Disposal of waste to the secondary designated points, benefits of
compactor stations, street to street collection system and its benefits
 How to handle street sweeping waste
 How to handle drain silt
Service providers-  To sensitize on the importance of regular and repetitive IEC experience
Municipality/Concessionaire activities covering all aspects of waste management
and NGOs  Based on the experience and leaning from past, improve and modify IEC
plan
 Devise monitoring of IEC plan
 Seek reports from the Target Audience through survey / or any other
means on effectiveness of the campaign
Councilors and local leaders  Sensitization on the issues of waste management and its impact on the
public health
 Motivate to mobilize the community support for waste management in
their area of operation/wards

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11.4.3 Training and Capacity Building programmed

The basic approach of Training & Capacity Building is to create effectiveness of the Solid Waste
Management System and its operational efficiency of sanitary staff of the municipality. The
municipality involves many officials and sanitary staffs. To know it deeply, a baseline data collection
should be taken through questionnaire survey, discussion with the sanitary officials and sanitary
staffs which will give an impression to identify and segmentation of Target Group.
On the basis of the findings of the study, training programmes and training schedule of Health
officials would be prepared and Capacity Building component, the primarily focus would be on the
institutional development aspect of the study. It is proposed to study the existing institutional
framework along with the respective roles and activities of each stakeholder. The identification of
roles and activities of employees of implementing unit and stakeholder would help us to identify
and develop various alternatives for the institutional framework for the sustainability of the system.
Objective of the Program
The Capacity Building/training programs must have the aim:
 To sensitize the involved group with working knowledge of the benefits of waste reduction,
segregation and management.
 To impart clear instructions about the respective roles from generator to waste managers.

For achieving these objectives, a core group of trainers needs to be organized for continuous in-
house training of the manpower to be deployed and other sanitation staff. For the success of this
program it is essential that training and orientation cause be planned for all the people involved in
various activities of solid waste management at different levels viz Administrative and Officials,
Technical and non-technical staff etc. Along with these, private sanitary staff and rag-pickers should
also be motivated for their active role in waste collection process.

11.4.4 Methodology for Conducting Training Program

Awareness is to be created on how to handle the waste, ensuring complete participation,
consultation and commitment from all stakeholders at all levels, efficient and effective segregation
at generator level as well as for workers handling waste at primary and secondary level. Awareness
on usage of safety equipment and Personal Protection Equipment (PPEs) is to be promoted. Thus, it
is anticipated that customized training programs needs to be conducted for the staff at all levels.
Well-equipped devices will be required to make
these awareness campaigns/training programs
successful. First of all, sufficient place/venue for
conducting these programs needs to be finalized.
Well-trained trainers will be required to deliver
these training programs. A group of experienced
trainers who have similar kind of experience in
conducting the awareness campaigns/training
programs should provide training to the target group

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on municipal solid waste management practices. During the training program, participants should
be given questionnaires, which must be used to collect feedback from the participants. This will
help to review the success of the program.

Public Awareness through IEC PLAN

Programme Communication Social Mobilization

Health Workers & Volunteers

Educational Institutions (Schools,
(Door to door campaign)
College etc)

Public Address Meetings

Voluntary Organizations/ NGOs/
(Workshops/ Community Meeting)
CBOs/ Societies Support /Sr. citizens
Media Support association
(Print & Electronic Media)

Folk Media Sr. Officials/ Administration Officers

(Nukkad Natak) / Sr. Citizens

Supporting Materials
Local Elected leader support
(Printing Materials as Handouts, Pamphlet,
(MP, MLA/Councilor etc.)
Hand-notes, printing Cards; Banner, Fact
sheets etc. Hoarding)

Figure 24: Public Awareness through IEC Plan

11.5 Communication Strategy
While no one opposes the concept of
cleanliness, everyone feels that ‘everyone
else’ is making the environment dirty. The
communication strategy, therefore, should
design a call for ‘shaking up the residents’,
bringing to ‘top-of-the-mind’ the need for
getting the septic tanks cleaned on time to
avoid bursting and ban indiscriminate
disposal of waste. This is expected to
arouse the public conscience that ‘We all
have role to play’ and ‘must change our ways’. The next stage is a more constructive one where the
communication will play up the people’s expressed desire to be associated with clean things - clean
homes and clean surroundings and make them feel ‘proud’ to be part of an initiative for a cleaner
and environmentally sound cities. The expected response for this is, ‘I must do my bit to make it
happen’.

The key expected outcome would be “…. I like living in a clean city. Do you?”
Communication Planning is an integral part of planning for sustained development. The

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development of human society has largely been due to its ability to communicate information and
ideas with each other and to use such information and ideas for progress. First attempt would be a
public campaign, which is the objective of the IEC Plan, will be launches to raise awareness about
cleanliness.

11.5.1 Door to Door Campaign

For door to door information spreading, involvement
of sanitary workers/ staff would be easy and speedy
along with the volunteers. It will also create a
platform for better communication among public and
sanitary staff. The volunteers and health workers will
help in spreading the project information with the
help of support material like pamphlet, booklet,
cartoons etc. which will be helpful for providing
effective information along with time saving.
Figure 25: Public meeting and distribution of
11.5.2 Public Address Meeting color coded bins

Interpersonal and community meeting is a great tool to share the information, views and direct
interaction for the effective involvement and awareness among the residents. The information and
people commitment can be taken for the segregation and better management for the Segregated
Solid Waste Management Scheme. Some workshop and seminars will also lead to inform the
stakeholders at a time with proper preparation and communication and their participation and
cooperation for sanitary improvement.

11.5.3 Media Support

Media support is essential and a very important part
of IEC programmed to inform, educate and aware
the masses. Media support includes the use of
television, radio, print media and folk theatre
therefore, accords priority for the promotion of non-
formal sanitary improvement education and creation
of awareness among all sections of the society
through diverse activities using traditional and
modern media of communication. The media should
be informed and involved for each programmed Figure 26: Public meeting with school
which would be conducting according to the IEC
plan.

11.5.4 Folk Programme

Street play which is an important tool for creating entertained information, education and basically
aware the lower income group and lower middle income group residents. The street play theme
should be to the point on the IEC plan and in local point of view to realize the residents as of their

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part. Mass media should also be encouraged for their support in public awareness program.

11.5.5 Social Mobilization

For the social mobilization, attitudinal and behavioral changes of the residents’ involvement of
major and social stakeholder are essential. For this purpose institutional and other organizations
involved in social activities are a great awareness center for the social mobilization and public
awareness as indicated below:
 Educational Institutions (Schools and Colleges etc.)
 NGOs/ CBOs/ Societies Support
 Sr. Officials/ Administration Officers / Sr. Citizens
 Ministerial Supports etc.

Figure 27: Social Mobilization through IEC

The role of Municipality or Concessionaire in the programmes will be

 Organize colony /community level events comprising workshops and meetings with RWAs etc.
as per the IEC plan prepared by the SWM Plan and showing audio-visual tapes and CDs, short
films, presentations etc. during such meetings/ workshops with the involvement of RWA and
other supporting networks.
 Conducting orientation programs for all workers belonging to MSW Service.
 Conducting door-to-door campaign to elucidate participation of citizen in the programmed
(including distribution of brochures & pamphlets)

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 Distribution/ putting up campaign materials like brochures, posters, stickers etc., provided by
MUNICIPALITY as per plan provided by SWM Plan.
 Placing and painting information boards at various localities for disseminating information to
public for availing the services envisaged in the project.
 Creation of website of the SWM, wherein all information, such as schedules, timings, charges,
complaint redressal system, Asset details, services, etc. that are required by the public are
available. The web-site to be bilingual (English, Hindi and Telugu).
 Organize School level programmes as per plan/programmed prepared by the Communication
partner.
 Organize IEC programmed for rag-pickers and kabadi-wallas to integrate them into the
project.
 Perform such activities as may be required for the success of the project and ensure
participation of citizen

11.6 Incentives and Disincentives – MUNICIPALITY

Incentives and reward play major role in improving behavior. In order to gain better results from
the IEC campaign, there will be a provision of incentives and disincentives. The organizations
especially RWAs and market associations which have shown good results should be felicitated in
public functions to motivate and encourage others to replicate the same. Some of the incentives
and disincentives which may be used during the campaign are;
The Concessionaire and MUNICIPALITY shall make necessary assessments to identify the prize-
winners; MUNICIPALITY shall organize half yearly felicitation programmed for granting incentives/
dis-incentives. The cost of organizing such programmed shall be borne by MUNICIPALITY.
Disincentives should also be entangled in the system in such a way that the waste littering is
demoted and waste segregation is promoted. Several ways can be adopted to disincentivise such
practices.

Figure 28: Incentives & Disincentives for promoting SWM

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 Penalties on the waste generator if the segregated waste is not provided to the waste collector
 Penalties on the waste generator if two bin system is not followed
 Penalties on littering of waste on the roads
 Negative publicity of the waste generators in the case of default

11.7 Phasing of the Programme

To create awareness and promote adoption of desired behaviours in all stakeholders, a phase-wise
approach will be followed.

Figure 29: Phasing of IEC Plan

While designing and implementing the strategy, provision must be made to monitor and evaluate
the communication intervention. Though it is very difficult to ascribe the impact purely to
communication intervention (especially when it forms a part of larger social intervention), efforts
must be made to review communication inputs periodically for guiding and improving programmed
implementation.
In addition, it is essential to incorporate a feedback mechanism that is short, quick and reliable. The
feedback needs to be on parameters like
 The target group’s interest in the campaign;
 Its understanding of the contents, themes and subjects
 Its reaction to the format, language and characters used;

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 Visual appeal (where relevant) of the material;

 Sensitivity of the material to the environment and culture; and
 Situation of the target group.

The feedback should be action-oriented and aimed at making changes to improve effectiveness
immediately. It should, in particular, provide key inputs to modify the messages and media used to
reach specific target audiences.
Evaluation plays a key role in the success of the implementation of a communication strategy, as it
helps to gauge the effectiveness of the messages. Of course, in many cases, the impact or change
will be qualitative in nature. But, efforts must be made to quantify the change, wherever possible,
to evaluate the effectiveness of the media and communication mix. For this, some indicators that
will track the success of the communication endeavor can be developed in a participatory manner.
It is suggested that a recall survey is done after 3 months of the IEC campaign to assess the impact
of intervention with regard to retention of messages communicated and understandability.
Depending upon the results of the recall survey, IEC materials to address areas with had less recall
value can be looked at to ensure all aspects that can influence behavior is reiterated to the target
audience. Based on recall the IEC materials can be refined and made contextual to the changing
needs of the target group.
Increase in awareness level among the stakeholders
will result into increased demand for the services
and infrastructure for which an advance planning
and preparedness will be required by the ULB. For
this, remedial & redressal measures would be built
in IEC campaigns so that the credibility of IEC
messages remains high. To strengthen the service
delivery system, a complain registering mechanism
would be developed in the IEC cell where general
public can register or lodge a complaint through a
toll free number in case of poor waste
management, garbage disposal, misbehavior or for any such things which may be decided by the
MCF. Besides the complaint mechanism, use of IVRS (interactive voice recognition system) will also
help people to acquire information on waste management in their locality and on other related
issues. The numbers and details of such system would be publicized during the IEC campaign to
make public aware about the complaint mechanism.

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Table 57: Awareness and capacity buildings schedule and estimated activities costing for a year
Estimated Cost for IEC and Capacity Building programmed for one year in Kothagudem

Duration
Unit Total
S.No. Activities Resource 1st 2nd 3rd 4th 5th 6th
Cost Cost
Quarter Quarter Quarter Quarter Quarter Quarter
Design and Development of
A
Communication Material LS 200000
B Implementation of Plan
a) Program Communication
Door to door campaign : one to one 5 Volunteer @ Rs.
1 interaction(Health workers & NGO 500 per day for 120 2500 300000
field staff and volunteers) days (In parts)
Public Address (Focus group meetings,
1 meeting in every
3 corner meetings, stakeholders 3000 372000
ward in 1 quarter
meeting workshops and seminars)
School Programmes (Essay, painting,
poster, debates, quiz competitions/
4 1 activity per school 5000 50000
Introduce projects, games and role
play & Rallies through students)
Printing & Distribution of the IEC
5 LS 100000
material
bi monthly
Continuous for 1
Broadcasting of stips on local Cable/
6 year at least on 15000 270000
TV channel
local leading
channel
Street Plays in each
7 middle and lower LS 150000
Folk Media : (Nukkad Nataks) strata of societies
Subtotal (A) 1442000

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Duration
Unit Total
S.No. Activities Resource 1st 2nd 3rd 4th 5th 6th
Cost Cost
Quarter Quarter Quarter Quarter Quarter Quarter
b) Training and Capacity Building
1 Training need assessment study
Stakeholder training need assessment Once in each
10000 50000
Study Sanitary Zone
2 Waste Collector
a) Sweepers, Waste Loaders and Truck
12 per year 8000 96000
Drivers
b)Landfill Supervisors 6 per year 8000 48000
On Lump-sum basis
(Depends on
c) Private Waste Collectors and Rag
areas/colonies/ 5000 120000
Pickers/ Waste segregators
societies and RWAs)
= 24 meetings
3 Administration and Monitoring
a) Administrators and Supervisors 10 per year 10000 100000
b) Computer/ software operators &
Specialist and Control & Monitoring 10 per year 10000 100000
Team and Complaint Handlers
C Monitoring and Evaluation
Development of M&E Indicators To be borne by
Municipality:
Periodic Audits
after completion of
first Phase of IEC
Appraisal of the Programme Activities
Subtotal (B) 514000
Grand Total 1956000

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12.0 ENVIRONMENT, HEALTH &

SAFETY ASPECTS
The safety and acceptability of many widely used solid
waste management practices are of serious concern
from the public health point of view. Municipal solid
waste is an outcome of economic productivity and
consumption and its handling and disposal is a
growing environmental and public-health concern.
Solid waste management encompasses a wide range
of activities including collection of garbage,
transportation, sorting recyclable materials and
processing of waste. Risks occur at every step in the
process, from the point of collection at homes, during
transportation and at the sites of recycling or disposal.
Workers and waste pickers handling solid waste are exposed to occupational health and accident
risks related to the content of the materials they are handling, emissions from those materials, and
the equipment being used. In areas, infectious medical wastes and toxic industrial wastes are not
segregated from domestic waste, the waste collectors are exposed to a wide array of risks. As a
result of their exposure to multiple risk-factors they suffer high rates of occupational health-
problems. Making waste technologies more contained, reducing contaminant emissions, changing
working methods to interrupt the pathways and using of protective clothing can reduce risks.

Environmental Management Plan consists of the set of mitigation, management, monitoring and
institutional measures to be taken during implementation and operation to eliminate adverse
environmental impacts or reduce them to acceptable levels. EMP provides the road map for
managing adverse environmental impacts arising from the implementation of such project and
ensuring the existing environmental quality. The EMP converse all aspects of planning, construction
and operation of the project relevant to environment. Therefore the main purpose of the
Environmental Management Plan (EMP) is to identify the project specific activities that would have
to be considered for the significant adverse impacts and the mitigation measures required.

Objectives:
 Overall conservation of environment.
 Minimization of waste generation and pollution.
 Judicious use of natural resources and water.
 Safety, welfare and good health of the work force and populace.
 Ensure effective operation of all control measures.
 Vigilance against probable disasters and accidents.

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 Monitoring of cumulative and long-time impacts and Ensure effective operation of all control
measures.

IDENTIFICATION OF THE PROBLEM

Assessment of site specific information
Determine containment pathway

Analyze Information
(Both spatial and temporal)
Field Assessment Chemical Assessment
(Noise, Land, (Air, Water & Soil)
Biological & Social)

Risk
Characterization

Suggestive
Mitigation Measures

Monitoring Plan

Figure 30: Flowchart for Environment Management Plan

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Table 58: The detailed Environment Management plan of project has been discussed in the following table:
S. Environmental Disturbance/ Source/cause of pollution Preventive, Control & Mitigation Measures
No. Parameter Pollutant
CONSTRUCTION PHASE
1. Ambient Air Air emissions-,  Dust from construction, masonry  Water sprinkling or water sprays on site unpaved/unsealed areas
Quality PM2.5, PM10, SO2, activities etc.  Prohibition on open burning of waste
NOx, & CO  Raw material & waste  Construction of Paved roads for movement of vehicles.
transportation  All excavation work will be done in minimum time to reduce dust
 Levelling operations generation
 Wind erosion from stockpiled  Vehicles carrying construction waste & raw materials will be covered
material with tarpaulin sheets.
 Traffic movement  Designation of traffic routes and the setting and enforcing of speed
 DG Set operation limits
 Temporary cyclone fence with fine shade cloth will be provided in area
involving heavy dust generation
 Periodic emission check for vehicles
 Clean fuel shall be used in equipments.
 Washing Wheels of vehicles before entering the premises
 Covering stock piled raw material
 Vegetation will be carried out on stockpiled soil
 Diesel generators as per CPCB norms will be located away from sensitive
receptors
 Existing green cover at waste processing facility will help in abatement
of air pollution during construction phase
 Workers will be provided with PPE such as face and nose masks, gloves,
shoes & goggles
2. Noise Quality Higher noise  From construction machinery like  DG sets will be provided with acoustic enclosure
level excavators, bulldozers for  Regular servicing of transportation vehicles will be carried out
concrete mixer, crushing plants  Honking will be prohibited at the site
etc.  Most optimum route is planned with minimum no. of vehicles
 Material transportation  Traffic will be managed at site by providing adequate space for parking

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 Operation of DG sets of vehicles.

 New mufflers & sound absorbing materials will be added to the heavy
noise making construction machinery.
 Proper lubrication will be provided to minimize squeaking noise due to
friction
 Construction machinery of modern make & complying with the
prescribed noise standards will be used.
 Temporary barriers (plywood, block, spoils etc.) will be provided around
the activity involving heavy noise generation
 Construction activity will be restricted during day hours
 Existing green area around composting facility will act as noise barrier
between project site & surrounding area.
3 Land Loss of Top Soil  Removal of top soil cover & soil  Project activity will be confined only to project sites so as to restrict land
Environment layer & change compaction clearing activities.
in land-use  Wind & Water erosion  Maintenance of stable excavated slopes & liner system along the slopes
 Construction debris  No excavation shall be carried out during monsoon
 Type of vegetative cover appropriate to the site shall be established
 Soil excavated will be stored and will be used for landscaping & leveling
purpose.
 Temporary grass cover will be provided on excavated, piled up soil.
4. Surface Water Degradation of  Run-off from excavated &  Excavation will be carried out during dry season and restricted to
Quality surface water cleared-off lands project area so as to avoid run off
quality  Accidental spillage of paints,  Rapid Construction & development at excavated areas,
varnishes etc.  Timely & periodic removal of construction debris from site
 Discharge of sewage  Careful handling of material, solvents & chemicals at site to avoid
spillage
 Mobile STP will be provided for treatment of waste water generated
during construction phase
 Curing water will be sprayed on concrete structures and free flow of
water not allowed.
 Wastewater will be reused for landscaping & flushing
 Additional on-site diversion ditches will be constructed to control

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surface runoff during site development

5 Ground Water Degradation of  Storage of construction waste in  Timely removal of construction debris & other waste from site
Quality ground water unpaved area.  Treatment of sewage generated in modular STP
quality  Discharge of sewage  Safe disposal of STP sludge
 No draft of ground water for construction purpose.
6 Biological Loss of habitat of  Clearing site vegetation.  Clearing of vegetation will be carried out only for activity area.
Environment flora & fauna  Excavation & Removal of Top Soil  Plantation of equal no. of trees
layer.  A thick green belt & no-development zone will be developed around
landfill site also after completion of construction activity
 Proper maintenance of existing green area
Social Impact Unaesthetic  Water ponding  Local people will be preferred for employment.
 Aesthetics view, heavy  Construction Debris  Constant supply of potable water for human consumption and other
noise & traffic  Stock piled material domestic use on site will be provided.
congestion  Heaped excavated material  All measures will be taken to prevent noise, air, and water & soil
 Higher noise levels pollution.
 Increased traffic density  Designation of traffic routes and the setting and enforcing of speed
 Local labor –construction limits.
 Indirect employment  Proper traffic management at site to prevent traffic jams on road.
 Exposure to noise, soil, water &  Movement of transportation vehicles will be scheduled in non-peak
air pollution traffic hours.
 No construction debris will be piled up outside project site premises.
 Periodic maintenance of road will be done.
 Continuous exposure to air & noise pollution will be prevented by Job
rotation.
 Provision of PPE to workers like gloves, face mask, shoes, safety jackets
etc.
 Proposed project will require manpower during construction phase
thereby creating job opportunities.
 First aid facility will always be available at site
 Tie-up with local hospital will be done to provide ambulance to handle
emergency cases, if required
 Working hours will be restricted for workers.

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 Cautionary& informatory notice boards will be provided where ever

required.
 Proper training will be provided regarding firefighting equipments,
maintenance of Health,
OPERATIONAL PHASE
1. Ambient Air Air emissions-,  Movement of waste carrying  Periodic water sprinkling will be done at site
Quality PM2.5, PM10, SO2, vehicles  Prohibition on open burning of waste
NOx, & CO, CH4 &  DG Set operation (during power  Use of indigenous plants will be insisted.
generation of failure only)  Provision of PPE’s to employee
 Landfill gas emission ( mainly  Proper parking facilities and demarcated areas will be allotted on site to
malodor at
CH4) smoothen traffic flow
project site
 Collection, storage & Processing  Wheels of vehicles will be washed before they leave premises
of MSW  Stacks of appropriate height as per CPCB norms are provided with
Diesel generators for emission of exhaust gases
 Existing green area at existing waste processing facility will help in
abatement of air pollution. More green area will be developed in &
around the integrated MSW facility as per the requirement.
 Regular & timely collection of waste from temporary waste storing
points to prevent degradation of waste & thus generation of odor.
 Vehicles will carry the waste only as per designed capacity & will be
covered
 Timely processing & disposal of waste will be carried out
 Gas collection wells will be installed at project site for collection of
methane gas & will be flared
2. Noise Quality Noise Level  Plant operation  DG sets will be provided with acoustic enclosure
 Men & material transportation  Staff working in high noise level area will be provided with ear-muffs
 Proper lubrication will be provided to minimize squeaking noise due to
friction
 Adequate tree plantation and Compound wall will be act as noise buffer
 Regular servicing of waste transportation vehicles will be carried out
 Honking will be prohibited at the site
 Traffic will be managed at site by providing adequate space for parking

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of vehicles.
 Existing green cover at composting facility will act as noise barrier
between project site & surrounding area. More green area will be
developed in & around the integrated MSW facility as per the
requirement
3. Ground Water Decreased  Leachate  Leachate is collected & treated at the Proposed Sanitary Landfill
Quality ground water  Sewage Processing facility.
quality  Required side & bottom liners will be provided at landfill to prevent
seepage of leachate in ground water
 Concentrated sludge from leachate shall be disposed-off in Hazardous
waste handling landfill.
 After completion of landfill, a final cover will be provided as per
specifications given in Solid Wastes Management Rules, 2016 to
minimize infiltration and erosion
 Sewage generated at existing composting facility is treated in STP &
disposed in septic tank followed by soak pit.
 Treated wastewater shall be recycled for flushing and irrigation
 Regular monitoring of ground water quality will be carried out at project
site & in area around the project site.
4. Surface Water Decreased  Runoff from landfill, MSW  All roads will be paved
Quality surface water storage & composting plant site  No littering of waste will be allowed at project site
quality  Sewage  Regular cleaning of roads & drains and removal of collected waste to
designated point.
 Regular collection of waste from temporary waste storage stations
 Proper storm water drainage network exists at waste processing facility
site & same will be followed for engineered landfill site also
 Landfill site will be covered with soil with proper compaction and
grading during monsoon season
 No waste water stream or solid/hazardous waste will be discharged to
any water body
 Proper drainage berms will be constructed to divert run-off away from
the active cell of the landfill.

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5. Biological Green Belt  Development of Green belt  Development & maintenance of green area.
Environment Development around site & avenue plantation  Soil will be mulched & enriched with the organic compost.
 Plantation of native, sensitive &  Plantation of native, sensitive & resistant tree, shrubs & herbs
resistant varieties of trees,  After completion of landfill, a final cover will be provided as per
shrubs & herbs specifications given in Solid Wastes Management Rules, 2016 to
 Development of paved surface & minimize infiltration and erosion.
roads  Residential colony/park etc. will be developed after closure of landfill
 No open dumping of waste in low site as per post-closure plan.
lying/valley areas
6. Social Better  Better management & handling  Timely & regular sweeping of roads, cleaning of drains & collection of
environment & management of of MSW waste from households & temporary waste collection points.
Aesthetics Municipal Solid  Disposal of inert waste in a  Improvement in transport, communication facilities, lifestyle and social
Waste (MSW) scientific non-polluting manner status etc. due to ancillary development.
 Reduced littering of waste  Designation of traffic routes and the setting and enforcing of speed
 No open waste dumping sites limits
 Development of green belt area  Waste is collected during late hours of day when traffic density is lower
 Reduction of potential diseases  Waste will not be stored at project site for more than 48 hours
due to flies, mosquitoes &  After completion of landfill, a final cover will be provided as per
pathogen breeding on littering specifications given in Solid Wastes Management Rules, 2016 and the
waste site will be used either for recreational or development of housing.
 Slightly increased Traffic density  Adequate parking facility is provided for traffic management at site.
 Periodic maintenance of road will be done.
 Local people will be preferred for providing employment
Occupational Health & Safety
1. Environment Handling,  Waste pickers living and  Implementation of Sanitary landfills and closed open dumps
Health & Injury collection & working in the vicinity of  Biomedical waste should be handled separately and not mixed with
transportation of processing facilities with domestic waste
waste minimal basic infrastructure are  Provision of wear protective gear, particularly gloves & face mask
exposed to wide array of  Prohibition on open burning of waste
pollutants and risk  Daily cover of disposal sites
 Unsegregated Infectious  Prohibition of animal at open dumps
medical waste causes bruises  Measures such as deferred timings and stretch breaks to be adopted

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and cuts, transfer of infectious  Regular sanitization at open dumps so as to prevent breeding ground
diseases for flies and mosquitos
 Breeding of disease vectors at  Use of only PUC Certified vehicles
open dumps, primarily flies and  Waste will not be stored at project site for more than 48 hours
rats lead to the spread of  Regular cleaning of roads & drains and removal of collected waste to
infectious diseases. designated point.
 Lifting of heavy waste-filled  Proper control of contaminated leachate
containers causes back and joint  Provision of minimal basic amenities to Waste pickers
injuries  Prohibition on working of children and domestic animals at disposal
 Materials recycling centre and sites
exhaust fumes from vehicles  Implementation of modest sorting facilities
contains high concentration of  Permitting only registered adults
dust, bio aerosols and metals  Provision of water supply for washing, sanitation and hygiene education
leads to respiratory illness is highly recommended for waste workers
 Methane and carbon dioxide air  Proper training will be provided regarding maintenance of Health
emissions from open burning  Provision of first aid facility at site
adding to global warming, and  Tie-up with local hospital will be done to provide ambulance to handle
subsequently vector-borne emergency cases, if required
disease abundance and
 Routine inspections, housekeeping and maintenance will be carried out
pathogen survival
at regular intervals
 Volatile organic compounds in
 Integration of informal sector in the waste management plan in
air emissions and inconclusive
organized way
evidence on altered cancer
incidence, birth defects, and
infant mortality, as well as
psychological stress for those
living near uncontrolled land
disposal facilities
 Infections from direct contact
with contaminated material,
dog and rodent bites, or eating
of waste-fed animals and source
of food chain path

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12.1 Environmental Monitoring Plan

Environment Monitoring Plan is detection of any potential impacts of project on the groundwater, surface
water and ambient air in the vicinity of site. EMP is required to evaluate the performance of project site and
to monitor potential environmental impacts and public health and safety risks from any contaminant release
during the operation stage. Post-project monitoring is essential component of Environment Management
Plan as it is important to check the effectiveness of mitigation measures. Post project monitoring shall be
carried out by as per specifications given in Solid Waste Management Rules, 2016 and Guidance Manual on
“Solid Waste Management Rules, 2016”.

12.1.1 Frequency & Locations of Monitoring during Operation Phase

Post Project Monitoring Plan detailing parameters to be monitored, frequency, etc. is given in the table
below:
Table 59: Frequency of Monitoring During Operation Phase and Post Closure
S. No. Parameters Frequency Location
1. Ambient Air Quality
Sulfur dioxide, Particulate Matter & Twice in Year (24 hourly Project Site & Nearby
CO monitoring) sites (4) at 120 m
around facility
Methane, Ammonia daily average Twice in Year (24 hourly Project Site
monitoring)
2. Noise Quality Monitoring Twice in Year (24 hourly Project Site & Nearby
monitoring) sites (4)
3. Ground Water Quality Three times in year (Summer, 4 Locations- (1 up
monsoon & Post-monsoon) gradient and 3 down
gradient)
4. Soil Three times in year (Summer, 4 locations
monsoon & Post-monsoon)
5. Surface Water Quality Twice in Year (24 hourly 2 locations, Upstream,
monitoring) downstream
6. Plantation Quarterly Project Site
7. Waste Characterization Annually Project Site
Table 60: Frequency of Monitoring during Operation Phase & Post closure
S. No. Parameters Location
1 Integrity & effectiveness of final cover Project Site , 2 time in a year
2 Leachate Collection System /Ground water Quality Project Site & 2 Locations-Nearest
Ground water source
3 Landfill gas Collection system Project Site, 2 time in a year
Integrity & Effectiveness of Final Cover
Landfill cap provided will be mowed at a frequency to minimize the likelihood of the accumulation of
clipping which could smother the vegetative cover. Any undesirable species will be removed if their presence
is suspected of having potential threat to the geo-membrane within cap. Regular inspections will be made
to detect any cracking, settling so as repair can be made at the earliest. All eroded area will be brought back

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to the original grade provided. Any settlings which results in ponding of water will be recorded. All bare
spots identified in final cover will be re-seeded.
Leachate Collection System:
It consists of leachate collection pipes, valves, pumps & manholes. Regular inspection of manholes & pipes
will be carried out for checking deposition of sediment, clogging of pipes etc.
Landfill Gas Collection System
Gas vents will be inspected for clogging of the openings by birds or insects. Also, verticality will be observed
to determine if settlement has compromised the seal between the vent boot and the geo-membrane, and if
there is a seepage conduit formed around the vent for erosive sediments carrying run-off. Gas vents and
adjacent areas which require maintenance will be resorted to the original design configuration, re-using the
existing materials to the extent possible.

12.1.2 Specifications for Post-Project Monitoring

Air Quality Standards
Table 61: National Ambient Air Quality Standards
S. No. Parameters Acceptable Levels
3
1. Sulfur di-oxide 80 mg/m ( 24 hours)
2. PM10 100 mg/m3 (24 hours)
PM2.5 60 mg/m3 (24 hours)
3. Methane Not to exceed 25 per cent of the lower explosive limit
(equivalent to 650 mg/m3 )
4. Ammonia daily average 0.4 mg/m3
(Sample duration 24 hr.)
5. Carbon monoxide 1 hour average : 4 mg/m3
8 hour average : 2 mg/m3
Source: Solid Waste Management Rules, 2016 & National Ambient Air Quality Standards, 2009
Water Quality Standards
Ground water quality of area should meet the quality standards as per IS 10500:1991 given in below table:
Table 62: Water Quality Standards (IS 10500:2012), Ed.2.2 (2003-2009)
Sl.No Parameter Limit (as per IS:10500)
Desirable Limit
1 Arsenic (as As) 0.01
2 Cadmium (as Cd) 0.01
3 Chromium (as Cr6+) 0.05
4 Copper (as Cu) 0.05
5 Cyanide (as CN ) 0.05
6 Lead (as Pb) 0.05
7 Mercury (as Hg) 0.001
8 Nickel -
9 Nitrate(as NO3) 45
10 pH 6.5-8.5

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11 Iron (as Fe) 0.3

12 Total Hardness (as CaCO3) 300
13 Chlorides (as Cl) 250
14 Dissolved Solids 500
15 Phenolic Compounds (as C6H5OH) 0.001
16 Zinc 5
17 Sulphate (as SO4) 200
Plantation to be carried out as Per Solid Waste Management Rules, 2016
A vegetative cover shall be provided over the complete site in accordance with SWM Rules, 2016 and
following specifications are given below:

 Selection of locally adopted non-edible perennial plants that are resistant to drought and extreme
temperatures shall be allowed to grow;
 The plants grown should be such that their roots do not penetrate more than 30cms.
 This condition shall apply till the landfill is stabilized
 Selected plants shall have ability to thrive on low-nutrient soil with minimum nutrient addition.
 Plantation to be made in sufficient density to minimize soil erosion.

12.1.3 Record Keeping

Record keeping and reporting of performance is an important management tool for ensuring sustainable
operation of the proposed facility. Records are maintained for regulatory, monitoring and operational issues
for existing waste processing facility & will be continued for landfill site also. Periodic inspections will be
performed by walking the entire perimeter of the site for documenting any damage to fencing provided due
to weather, local traffic, ground movement etc. Damage observed will be noted down so that action can be
taken immediately after approval of concerned authority.
Typical parameters to be recorded are summarized in below table.
Table 63: Record Keepings & Recordings
Parameters Particulars
Solid waste handling & Disposal  Daily quantity of waste received
 Daily quantity of waste processed
 Daily quantity of waste rejected
Regulatory License  Consent to Operate
 Half Yearly Compliance (1st June & 1st December)
Monitoring & Survey  Records of environmental monitoring carried out during operation
& post closure phase
Accident Reporting  Date, Time & Place of accident
 Affected people, equipment etc.
 Measures taken
Others  Log book of compliance
 Employee environmental, health and safety records
 Equipment inspection and calibration records, where applicable
 Vehicle maintenance and inspection records

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Various Forms that are to be submitted by the local authorities and village panchayats, SPCBs or Pollution
control committee, Operator of the facilities related to authorisation and operation of processing and
disposal facility and their related description as presented in MSW rules 2016 is as follows.

Form No Responsibility Description

I Local Authority and Local Authority and Village Panchayats make an application in Form-I for
Village Panchayats grant of authorisation for setting up waste processing, treatment or
disposal facility, if the volume of waste is exceeding five metric tonnes
per day including sanitary landfills from the State Pollution Control Board
or the Pollution Control Committee

II State Pollution State Pollution control Board or Pollution committee shall issue
control Board or authorisation within a period of sixty days in Form II to the local body or
Pollution control an operator of a facility or any other agency authorised by local body
committee stipulating compliance criteria and environmental standards as specified
in Schedules I and II of MSW rules 2016 including other conditions, as
may be necessary.

III Operator of the The operator of the solid waste processing and treatment facility shall
Processing & submit annual report in Form III each year by 30th April to the State
Disposal Facility Pollution Control Board or Pollution Committee and concerned local
body.

IV Local Authority and The local body shall submit its annual report in Form-IV to State P
Village Panchayats Control Board or P Committee and the Secretary-in-Charge of the
Department of Urban Development of the concerned State or Union
Territory in case of metropolitan city and to the Director of Municipal
Administration or Commissioner of Municipal Administration or Officer
in -Charge of Urban local bodies in the state in case of all other local
bodies of state on or before the 30th day of June every year

V State Pollution Each State Pollution Control Board or Pollution Control Committee as the
control Board or case may be, shall prepare and submit the consolidated annual report to
Pollution Control the Central Pollution Control Board and Ministry of Urban Development
Committee on the implementation of these rules and action taken against non-
complying local body by the 31stday of July of each year in Form-V

VI Officer- in- charge In case of an accident at any solid waste processing or treatment or
of the facility disposal facility or landfill site, the Officer- in- charge of the facility shall
report to the local body in Form-VI and the local body shall review and
issue instructions if any, to the in- charge of the facility

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13.0 IMPLEMENTATION STRATEGY

AND PLANNING
Implementation Strategy is critical component of “Strategic
Planning”. Strategic planning is an activity that is used to set
priorities, focus energy and resources, strengthen operations,
ensure that all the stakeholders are working towards
common goals, establish agreement around intended
outcomes/results, and assess and adjust the organization's
direction in response to a changing environment. It is a
disciplined effort that produces fundamental decisions and
actions that shape and guide towards the concerted goal.
There are many different frameworks and methodologies for
strategic planning and management. Many frameworks cycle
through some variation on some very basic phases:
1) Analysis or assessment of the current environment,
2) Strategy formulation for bridging the gap,
3) Strategy execution, where the high level plan is translated into more operational planning and
action items,
4) Evaluation or sustainment / management phase, where ongoing refinement and evaluation of
performance, culture, communications, data reporting and other strategic management issues
occurs.
Strategic Planning is
necessary to ensure that
MSWM services keep pace
with demand, are
appropriate to needs,
contribute to a sound and
sanitary environment, are
cost-effective and build
continuously on existing and
new opportunities offered. Figure 31: Strategic Planning Process

13.1 Implementation Strategy for Solid Waste Management

The way that a SWM Plan is implemented defines in great extent how successful it is going to be.
The implementation of a Plan by itself plays a crucial role because if the equipment or the facilities
that have been designed during the Planning process are not implemented in a proper way, they
will not have the expected results. In order to assure the proper implementation of a SWM Plan,

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they have been developed certain instruments, covering a wide spectrum of aspects, aiming to
integrate the designed changes to the existent SWM system. These instruments are divided
according to their content to:
 Policy instruments;
 Legislative instruments;
 Economic instruments;
 Communicative instruments;
 Organizational/Institutional instruments

Figure 32: Instruments of Implementation Strategy

Policy is one of the most if not the most important element related to the waste management
practices of a given area or of a country. The successful implementation of a strategic objective
often depends upon the existence of an appropriate policy framework.
The promulgation of appropriate legislation is critical to the development and successful
implementation of solid waste management plans at all levels. More specifically, this type of
instruments provide a legal foundation for regulating the behavior of individuals and legal entities,
thus ensuring the legislative basis for implementing the waste management plan, maintaining
waste collection and disposal systems, and providing the basis for enforcement and sanctions.
The economic instruments used for the implementation of a SWM Plan can perform a double role.
Firstly, they can be used so as to ensure that the costs of providing waste management services are
recovered, and secondly to influence the behavior of waste generators to cause less environmental
pressure, ensuring the same time the preferred direction of the waste stream, i.e. disposal or
recycling.

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Effective communication is crucial for the overall success and sustainability of a SWM Plan. The
best way to raise public awareness around waste management issues is through Information and
education. The SWM development process is vital in securing understanding of the waste challenge
and community support for the way solid waste is handled.
Institutions are very common, especially in developing countries, the changes that a SWM Plan
requires to differ a lot from the current practices of waste management. For this reason, clarity in
functional and financial devolution is necessary.
Using the above-mentioned instruments, the implementation strategy can be briefly outlined for
the ULBs of Telangana:
1) Maximize waste diversion from landfill by continuously improving segregation and recycling
services
2) The economic instruments to be used to levy fees/charges for waste collection from waste
generator
3) Increasing Efficiency of Operation and Maintenance Services
4) The policy instruments to be aligned to incentivize production of compost and strengthen the
supply chain of recyclables as well as combustibles.
5) Information, Education and Communication techniques to be used to increase public
participation
6) The system to be integrated with the monitoring mechanism for continuous monitoring of the
action plan implementation
7) Skill Development and Capacity Building of ground force engaged in solid waste management
system
8) Institutional Strengthening and Allocation of clear responsibility to the engaged agencies in the
solid waste management system

13.2 Key Strategy and Action Plan

Strategy 1:- Treating Waste as Resource: Maximize waste diversion from landfill by continuously
improving segregation and recycling services
Action Plan:-
 Implementing segregation of waste at source; the practice can be initiated in selected pilot
areas and can be scaled up in phased manner. The IEC Programme shall be organized
simultaneously with the construction of SWM Facility to help local population assimilate the
changes in the proposed system. The IEC Component is crucial to reciprocate the difficulties of
change management in local population and shall be taken up in timely manner with
appropriate frequency to sustain the impact.
 Though the waste segregation at source shall be encouraged, the contingency plan shall also be
set in place to account for any failure in the proposed plan. The segregation plants shall be
installed in the ULBs having high generation of waste whereas manual segregation shall be
encouraged in low waste generating ULBs to ascertain maximum waste diversion from landfill.

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 Notification regarding penalization on non-conformity of waste segregation at source shall be

issued. The notification shall impose reasonable penalties that create pinch to the user
Strategy 2:- The economic instruments to be used to levy fees/charges for waste collection from
waste generator
Action Plan:-
 The economic instruments shall be enforced to levy user charges from the waste generators.
Until now, the public service of waste collection and disposal was given free to the user with no
liabilities on the waste generator. This may create pinch to the user and moreover, transform
the user outlook towards the service as “public good”. The notifications shall be issued after
conducting necessary IEC Programme and implementation of door to door service. Targets
should be set for monitoring collection efficiency to track the progress
 The economic instruments shall be used to incentivize the resource recovery from waste for the
implementing agency
Strategy 3:- Increasing Efficiency of Operation and Maintenance Services
Action Plan:-
Operation and Maintenance is the most critical component in the execution of services. Efficient
O&M Services are the key for the successful implementation of proposed strategy and plan.
 There are numerous cost-cutting strategies to help make the future of your collection system
successful, including reducing the frequency of collection, implementing dual collection of solid
waste and recyclables, and automating collection practices. Dual collection systems reduce total
fleet and labor costs by decreasing the number of special vehicles needed to provide multiple
collection services.
 Optimizing number of trips and distance of travel with logically designed movements of fleets.
 New management techniques can be used, such as revised organizational structures, updated
pay and incentive programs, new training initiatives, modified performance appraisal systems,
and new job descriptions, note improved employee morale and rising productivity.
Strategy 4:- The policy instruments to be aligned to incentivize production of compost and
strengthen the supply chain of recyclables as well as combustibles
Action Plan:-
 Subsidies on manufacturing of compost shall be given to the implementing agency
 Market for Compost shall be assured for the manufacturer. The State Government can bridge
the gap between the manufacturer and buyer
 Involvement of NGOs in waste recycling shall be ensured
Strategy 5:- Information, Education and Communication techniques to be used to increase public
participation
Action Plan:-

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 Separate Action Plans has been outlined for each target group (Refer Chapter 13)
Strategy 6:- The system to be integrated with the monitoring mechanism for continuous
monitoring of the action plan implementation
Action Plan:-
 An MIS shall be developed in detail (Refer Chapter 16)
 The MIS shall be inherently linked with monitoring system having set targets
Strategy 7:- Skill Development and Capacity Building of ground force engaged in solid waste
management system
Action Plan:-
 The Training Programme shall be organized for ground level workers engaged in daily waste
collection service. This can enhance the efficiency of workers and will help in keeping the cities
clean
 Performance based incentives shall be given to workers
Strategy 8:- Institutional Strengthening and Allocation of clear responsibility to the engaged
agencies in the solid waste management system
Action Plan:-
 The institutions shall be defined with clear functions and financial devolution. The
responsibilities shall be clearly defined throughout the value chain of service provision with no
ambiguity

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Description Time in Months

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Approval of the DPR
Statutory Clearances
Preparation of the Detailed Bid
Documents (RFQ, RFP & Concession
Agreement in line with approved DPR
Approval of the Bid Documents
Issuance of Notice for Inviting Tender
Issuance of Notice for RFQ
Screening and shortlisting of Bidders
Issuance of Notice for RFP for Shortlisted
Bidders
Receipt of Tenders from Bidders
Bid Evaluation and Recommendation of
Bidder
Award of Works Contract to Successful
Bidder(s)
Preparation of Implementation Plan &
Construction Schedule
Procurement of the C&T
vehicles/equipment’s through tendering
process
Establishment of the C&T system
Processing & Disposal Facilities
Site Handover
Survey and Soil Investigation
Evaluation and Approval of Engineering
Drawings & Design
Complete Site Clearance and Levelling
Construction of Boundary Wall
Construction of Security Room
Construction of Office with Amenities
Installation of Weighbridge at the Site
Construction of QC Laboratory
Construction of Internal Roads
Construction of Change/Canteen Room
Construction of Drainage System
Construction of Wheel Wash Pit
Construction of Power Room/DG Platform
Construction of Meter Room
Development of the Green Belt Area
Construction of UG Tank & Pump Room
Compost Plant
Tipping Section
Tipping area (waste receiving area)
Pre-sorting unit shed
Composting Pad
Monsoon shed over composting pad

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Description Time in Months

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Compost Preparatory & Finishing Shed
Compost refinement unit shed
Compost curing shed
Store room for compost
Water supply storage & distribution
Leachate collection & disposal system
Power connection, control room,
substation
Sanitary Landfill
Excavation
Bunding
Clay liner
HDPE liner laying & Anchoring
Soil layer
Providing leachate pipes
Providing drainage media & leachate
collection system
Installation of environmental monitoring
system
Bought Out Items
Pre-Sorting Unit
Compost plant Machinery
Other vehicles/equipment’s for compost
plant
Lab equipment’s/Furniture
Vehicles & Equipment’s for SLF
RDF Plant Equipment’s
Erection & Commissioning of Compost
Plant
Erection & Commissioning of RDF Plant
Trial & Run
Workshop
Construction of the workshop for
maintenance of the vehicles
Start of Commercial Operations

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13.3 Leadership Development and Change Management

Change Management is a complex process
that encompasses shift in the mindsets,
institutional structures, functional domains,
prevailed practices as well as existing social
culture. The situation becomes more complex
when change is lead through a planned
process in pursuit of enumerated goals and
targets. The integrated approach in solid
waste management does not only
concentrate upon mere technical and
material aspects of waste management rather
it explains a broad periphery of external
domains.

The perspective and context of change are the essential so as to understand the external
environment and ground realities. In the current situation the change is lead in terms of
implementing Integrated Waste Management Systems. The context is highly sensitive not only in
terms of health and environmental concerns but due also to its sensitivity vis‐à‐vis wide range of
stakeholders and conflict of interest among those.

Among all the stakeholders, public and civil society are the key recipient of service delivery, hence
the ultimate purpose of change management stands as bringing overall improvement in the lives
of people. Among various conflicting interests, the more evident is people’s sense of responsibility
vis‐à‐vis cleaning their homes, streets, roads, colonies and commercial areas. Hence for any
institution that undertakes the responsibility of establishing IWMS in the city should essentially
focus upon public outreach campaigns. The key purpose behind such overtures should be to
conduct a continuous and dynamic dialogue process that may cover the key social pockets of
society as well as institutions. In such scenario, a multi-pronged approach needs to be adopted for
public awareness campaign that employs different modes of media i.e. TV, Radio broadcast,
newspapers and other print media along with billboards, flyers, brochures and other avenues. The
key purpose is to educate the public in terms of their social responsibilities with respect to
generation, recycling and disposal of solid waste within their social preview. Secondly, the ULB
tries to improve public suggestibility that may help creating a harmonious environment and
refined social attitudes in the society. The public sensitization is one of the focal considerations
that may be worked upon with cautious planning otherwise no matter how efficient the
organization may be it will fail if not supported by general public.

Leadership development and change management tend to be top priorities for many
organizations. In spite of this, shorter their goals for both. One major reason organizations
struggle is because they treat both leadership development and change management as separate
rather than interrelated challenges. Cultural changes cannot happen without leadership, and

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efforts to change culture are the crucible in which leadership is developed. For better results,
coordinated leadership development and change management efforts are required, approaching
them as one and the same. True leadership involves deviating from cultural expectations in ways
that inspire others to choose to follow. Managers at all levels of an organization must overcome
resistance if genuine cultural change is to occur. ULBs, in this case, should act as leader
demanding for change from its people.

Figure 33: Change Management Process

Identify the Target Audience:
Convincing both internal and external audiences that the proposed collection system change is
beneficial. Internal audiences include decision-makers, department heads, crews and supervisors,
and customer service personnel. External audiences include customers, stakeholder groups, the
media, peer communities, and competitors.
Define Needs:
To find out what the “average” citizen thinks about a proposed program change, consider some or
all of the following techniques: surveys, focus groups, pilot programs, citizen planning
committees, and informal discussions with customers. Understanding resident fears and needs is
critical to developing an effective outreach strategy. Citizen input is only part of the solution; staff
creativity also plays a role. Idea-sharing incentives motivate front-line crews to share their ideas
for saving money or improving service quality.
Communicate Program Change:
Once the target audience is identified, develop an information campaign to respond to those
needs. For citizens, get the word out through direct mailings, utility bill notices, newspaper and
magazine articles, print and broadcast public service announcements, community meetings, and
paid advertising. No matter which media is chosen, the message should focus on the needs and
concerns identified through the citizen involvement efforts.
Deliver the Promised Services:
One of the most meaningful ways to build support for new service levels is to make sure program
operations live up to their public relations promises. The service delivery glitches should be
minimal.
Respond to Concerns:
Customer care is important to local governments. It is important to train staff to respond to calls,
and implement strategies to address citizen concerns to avoid any kind of resistance from the
population.

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Evaluate the programmed and make changes:

The only thing constant is “change”. Even a well-conceived outreach program, however, can fall
short of its goals. If a change is implemented and encounters barriers, diagnose the problem and
learn from the experience. The changes should be incorporated to make implementation
programmed better with time

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14.0 OTHER OPERATION AND MAINTENANCE

ASPECTS
Institutionalizing of appropriate quality assurance system is essential to ensure continuous and
efficient municipal solid waste management system. The performance of all components of solid
waste management systems, from processing and disposal, should be maintained on daily basis.
Provision of citizen centric services shall be monitored through a feed-back linked mechanism
which shall focus on concerns of community regarding primary storage, door to door collection
and transportation of waste.

14.1 Proposed Management System

Solid Waste Management function requires constant supervision as the sector demands daily
delivery of service of collection, transportation and disposal of waste. In line with the proposed
system briefed in the chapter, the role of the ULB would be more as an enabler rather than only
being a service provider, so that overall service can be enhanced. To provide more effectiveness in
the Solid Waste Management System, the existing SWM, the organizational structure is proposed
as shown below:
Commissioner

Health Officer Environmental Engineer

Sanitary Supervisor

Sanitary Inspector

Sanitary Workers
Figure 34: Proposed Management Structure for Solid Waste Management System
The organizational structure comprises of Health Officer, Environmental Engineer, Sanitary
Inspector, Sanitary Supervisors and Sanitary Workers headed by Executive Officer.
Specific responsibilities of each of these officials are given below:
Executive Officer of ULB:
 Responsible and accountable for SWM Plan preparation and implementation
Health Officer:
 Responsible for establishing the baseline and analyzing gaps in solid waste management
service provision.

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 Responsible for coordinating various departments and stakeholders to be involved in

development of solid waste management plan in the ULB.
 Responsible for assessing options and suggesting viable alternatives to be ratified by the
stakeholders
Environmental engineer:
 Inform the planning process with field level consultations and information
Sanitary Inspector:
 Field inspection of collection and transportation activities
 To communicate and interact with private operators/collection and transportation
staff/RWAs
 Carry out IEC Activities
 Monitor the operations of Sanitary Supervisor
 Maintain field records on daily basis and submit reports to the health officer regularly
Sanitary Supervisor:
 Monitor the work of collection and transportation team
 Ensure the efficiency of service
 Ensure door to door collection and segregation of waste
 Submit field reports to Sanitary Inspector

14.2 Management Information System (MIS)

MIS is a comprehensive monitoring and evaluation
system that should be adopted for assessing progress
towards meeting the targets in the SWM Plan and for
monitoring successful implementation of the plan. The
monitoring system adopted should:

 collect data regularly, and

 analyze collected information, take/propose
corrective measures, and support the planning &
implementation process.
Figure 35: General MIS Architecture
Collection and analysis of data related to solid waste
management is critical for assessing the existing situation and propose suitable measures to
improve service delivery. A Management Information System (MIS) can retrieve relevant
information which can then be used by decision makers.
MIS facilitates monitoring the efficiency of SWM systems. It increases transparency and
accountability of officials in the solid waste management system as well as helps in establishing a
strong and reliable information data base necessary to facilitate planning, mid-course corrections
and decision making.

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14.2.1 Data Collection for MIS

Keeping of records relating to all the activities of SWM with respect to specific time-frame for
each activity is of utmost important for efficient system. Such information/data collected may
require time to time examination of each activity and may require some corrective measures for
achieving the desired objectives. These information/data will not only help in enhancing the
efficiency of the system but also helps in future planning of the system. It is required to collect
specific and discreet information not only to keep records up-to-date but also, for taking
corrective measures as well as proper planning for future. Some of the information is thus
required to:
 Have overall idea of existing condition
 Deficiencies in the existing system
 Develop corrective measures for the existing system
 Upgrading the existing system
 Decision making
 Planning a better system
 Making budgetary provisions
“What gets measured, Gets Managed”
The data collection for daily monitoring of SWM service will be done through regular monitoring
and tracking of daily waste generation and collection efficiency. The regular monitoring of Solid
Waste Management service can be used to track the performance in delivery of service and
therefore, required interventions can be introduced through identification of loophole in the
system. The requisite will be collected at all the levels of solid waste management value chain.

The MIS reports proposed in this section are classified into following categories:

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Waste Generation
 Average quantity of waste generated per capita/kg/day
 Average quantity of waste produced each day in metric tons (MT)
 Seasonal variation in daily waste generation
 Total quantity of waste produced annually during last 3 years (MT)
 Breakup of the quantity of waste generated per day in kg or MT
o Household, shops and establishment waste
o Vegetable and food market waste
o Meat, fish and slaughter house waste
o Construction and demolition waste
o Non-infectious hospital waste
o Non-hazardous industrial waste

Waste Collection
Primary Collection: Secondary Collection:
 Sanitation workers in local body  Type of transfer system
 Tools and implements used in primary  Mode of unloading
collection system : Year of purchase and  No. of secondary collection locations
make of equipment’s per ward
 Personnel protective equipment’s provided  Type of secondary collection
to the workforce locations in each ward:
 Mode and frequency of collection from  Dumper Placer Container
various sources  Cement bin
 No. of sanitary workers required to report  Refuse Collector bin
for duty wrt actual  Dhalao
 No of household covered  Amount of waste received from various
 Amount of waste collected sources in each ward
 Manpower required for Supervision  Frequency of Clearing each bin
Waste Transportation
 Distance between collection points
 Quantity at each collection point
 Vehicles available with the local body for waste transportation: Type, Age and Capacity
 No. of trips made by vehicles/shift/day
 Fuel consumption of vehicles
 Distance traversed by vehicles and quantity transported
 Percentage of waste transported/day
 Breakdown reported during the day and action taken
Processing and Disposal
 Amount of waste received for processing
 Characteristics of waste (physical & chemical)
 Percentage of waste treated
 Quantity of waste disposed to landfill after processing
 Amount of waste received for disposal in landfill
 Volume of leachate generated

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The MIS reports proposed in this section are classified into following categories:

 Door-to-Door Collection & Transportation.

 Street level Collection & Transportation from each Colony/ Locality
 Collection and Transportation from Hotels, Dhabas, Restaurants, Banquet Halls, Institutions,
Farm House & All Other Commercial Establishments.
 Collection and Transportation of Drain Silt, C&D Waste and Green Waste
 Collection and Transportation of Street Sweeping Waste and Clearing of Bins
 Cleaning of Secondary Collection Points

14.2.2 Formats for Data Interpretation

The list of data collection requirements mostly illustrates requirement of quantitative data on
Waste Generation, Collection & Transportation and Disposal. After the collection of above
mentioned quantitative data, statistical analysis will be done to measure the degree of change
and level of consistency in the data collected on daily basis. The purpose of the data analysis and
interpretation phase is to transform the collected data into useful information and further
facilitating the development of the intervention and its consequent performance on the system.

Figure 36: Conversion of Data to Information

The critical analysis of collected data should be done through inter-validation of analyzed data at
levels. The formats should be so prepared that the information system is integrated with the
daily variation in the data input and sufficiently design to critically link the input data at all the
stages of data collection. This information can further be utilized to enhance the assets and
reduce the liabilities in the system. A particular MIS for Solid Waste Management System should
deliberate on:

 Total Quantity of Waste Generated

 Extent of segregation of waste
 Efficiency of Vehicles deployed
 Average Diesel Consumption
 Average Distance Travelled

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 Efficiency of Manpower in executing the Solid Waste Management Works

 Street-Sweeping in person/km
 Drain Cleaning in person/km
 Collection Efficiency wrt manpower deployed
 Efficiency in Bin Clearing
 Efficiency in user-fee collection
 Percentage of Waste Processed
 Percentage of Waste Landfilled

The minute details on the existing solid waste management system can be used to bring
interventions in the system and can be back-tracked also.

The information can be further

enhanced by linking the spatial
attribute to the MIS System.
Geographic Information Systems
(GIS) and visual capture of
information using cameras are now
being integrated with the MIS to
provide spatial and visual validation
for provision of services.
Communication technologies such
as Radio Frequency Identification
(RFID), Global Positioning System (GPS) and General Packet Radio System (GPRS) are now
integrated with Geographic Information Systems (GIS) for monitoring the solid waste
management. MIS is a computerized system which stores and retrieves from a database of
information; this data can be analyzed for identifying problem areas and improving service
delivery efficiency. These can be suitably adopted by cities to improve the efficiency of service.

GPS Spatial MIS

Data

GIS
Figure 37: MIS-GIS System

Computer application of mentioned tools needs some prior data/information to provide correct
information to decision makers.

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Preparation of DPR for MSWM System under Zone-II

GPS will be installed in all the vehicles to track the movement of vehicles. All the Vehicles and
Secondary Collection Bins will be RFID Reader in non-breakable, non-temper and non-removable
enclosure. RFID tag should contain information about asset type, asset numbers, Ward no. and
asset installation date.

14.3 Complaint Handling System

An effective and transparent complaint handling system is a pre-requisite to any successful
transformation. It is thus proposed to set-up an efficient, effective, transparent and user-friendly
complaint handling system for registering complaints from people regarding removal of solid
waste.

Complaint handling is another important component of waste management system. It helps in

analyzing and improving the level of services provided to the stakeholders’.

14.3.1 Essential Features of Complaint Handling System

A complaint handling system that is efficient and fair includes:

 acknowledging that your customers have a right to complain

 openly seeking feedback from your customers
 Having a written policy about handling complaints readily available to citizens.
The essential features of complaint handling system are as described below:
Fairness: Complaint handling should be fair to all parties, and must allow everyone's views to be
heard and taken into account in a balanced way.
Effectiveness: Availability of adequate resources is vital to handle complaints efficiently and
effectively. Complaints received should be dealt with quickly and courteously. The people involved
in responding to complaints will communicate the complaints to the field staff and will have the
authority and ability to decide remedies and to put them into effect.

Accessibility: The complaint handling system should be accessible to all customers, and help them
lodge their complaints. Information about how to make a complaint will be readily available and
simple to understand or in other words it will be a user-friendly system. Toll free numbers, e-mail
address etc. will be provided for registering complaints. These numbers will also be available on all
the vehicles, bins placed at public places, at all waste storage locations and will be displayed at all
prominent public places.
Accountability: The system will record the complaints received and the outcomes achieved. All
the recurring and systemic problems that become known through the complaint handling system
will be identified and rectified.
The operation of complaint handling system will be reviewed regularly to make sure that effective
outcomes are achieved for customers.

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Preparation of DPR for MSWM System under Zone-II

14.3.2 General Rules for Handling Complaints

The general rules/ etiquettes for handling complaints include:
 Listen to the complaint and get all details
 Repeat the message to confirm your understanding
 Tell the customer what will be done and when
 Handle complaints quickly
 Follow-up to be sure the complaint is redressed
 Confirm the complaint has received a satisfactory response and thank the customer
 Inform public of services, your responsibilities and theirs

14.3.3 Complaint handling system

Three dedicated telephone lines will be put in place for receiving customer calls and complaints.
The system will be operational all times of day round the year.
The system will have provision wherein the operator punches in all details of the complainant
whenever a complaint is received. The complaint will be forwarded to the required field staff,
which will ensure that it is addressed. Once the necessary action has been taken on the complaint,
it can be disposed off and a note will be sent to the complainant stating details of action taken.
A record of all the complaints lodged will be maintained to prepare a database, which will help in
establishing:
 Complainant’s name
 Location
 Nature of complaint
 Time of complaint
 Response time
 Feedback from complainant
The most important feature, which will help in upgrading the complaint handling system will be
the feedback received from people.

14.3.4 Customer Care Centre/Control Room

Customer Care Center/Control Room/Complain address system shall have following key
components:
 Dedicated phone lines and staff to receive complain or request from public and municipal
staff.
 Mobile phone’s short code number to receive complaint’s SMS and Web-Interface for
customer to directly feed complaints.
 Workflow to track the work that is reported and report back to person originating the
complaint.

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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

 Customer Care center/Control Room shall be manned by concessionaire staff.

14.3.5 Dedicated Phone Lines

 A dedicated phone number with minimum 10 lines (and extendable based on actual
requirement). Maximum call waiting time shall be 2 minutes for any received complaints.
While the customer is waiting, a recorded voice message indicating that complains can be
logged by SMS or on web shall be played, in addition to general greetings.
 All calls shall be recorded and shall be reviewed for the quality of interaction of their staff with
the customers. This recording shall be made available to the municipality, any or all the
agency/ies designated by municipality for auditing purpose.
 Concessionaire shall put a detailed Standard Operating Plan (SOP) in place to elaborate actual
arrangement.
 Report received from customer shall be stored online directly. Unique ticket number shall be
generated and communicated to caller along with expected time for correcting the issue.
 Control Room shall be staffed adequately to receive and process the complaints. Control room
shall be operational from 7 am till 10 pm on all days.

SMS to receive Complaints

 Short code based SMS service shall be deployed to receive complains/requests in structured
SMS form.
 Similar Short code based SMS service shall be deployed to receive requests from municipality
staff for on demand service.
 User friendly web shall be created to receive complains from staff/customers online.

14.3.6 Workflow to track Status

 Each complaint request shall be assigned a unique ticket number.
 Each complaint shall be forwarded via-SMS and system to the concerned executing person
with a copy to reporting supervisor.
 Once ticket is closed, it shall be updated in the database. In case complaint is not addressed
within specified time, reason for delay along with likely resolution time shall be supplied in
database.
 Status of complain if completed or not completed (along with reason and likely date of
addressing) shall be supplied to the customer on or before the specified date.
 Customer feedback shall be taken on completion of task and shall be stored in the database.
 Status shall also be searchable online using ticket number and customer phone number.
 Current status of all open and closed complaints shall be visible online and user shall be able to
view their status by date or/ and complain number etc.
 On completion of work – SMS shall be sent back to the customer indicating completion of
work. Systems shall have provision to take feedback of customer on the level of satisfaction

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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

based on service provided.

 Daily summary report Zone Wise, Sub-Zone, Ward Wise shall be sent to the relevant
designated staff. These repots shall be auto-generated from the customer complaint database.

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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No.1

Sample Questionnare

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 SECONDARY DATA CHECKLIST

Section 1: GENERAL

Name of Town:

1. A copy of Master Plan/CDP

2. Map of town/city with municipal limits showing, ward/zone boundaries, major roads,
physical features etc.
3. Any previous report related to MSWM prepared, if any of all towns
4. Current Schedule of Rates (SoR)
5. Details of existing final dumping sites, its location, area, etc.
6. Details (viz. area, location, distance from Centre of city) of the proposed site for dumping of
MSW for setting up of Integrated MSW management facility.
7. Workshop details – location, equipments (type, no., age, condition), no. of staff

Section 2: DEMOGRAPHY

8. Census Population
Year 1951 1961 1971 1981 1991 2001 2011
Total
Population
Floating
population

9. Ward-wise Population & Area (As per Census 2011)

Total Population BPL Slum Area of Ward (In

Ward No.
Population Population sq. km)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
 20.
21.
22.
23.
24.
25.
Total

10. Ward-wise road length of the Town

Ward No. Total Road Length Type of Road Dimensions if available

11. Municipal Area of the Town (In Sq. km)

12. Number of Households (HH) as per Census 2011

13. Details of Hospitals

Type of Medical Location Total Numbers

Facility
Hospitals
Nursing Homes
Dispensaries
Clinics’
Pathology

14. Details of Commercial Establishments

Commercial Type Location Total Nos. Capacity Occupancy

Hotels
Restaurants
Dhabas
Banquet Hall
Shops
Institute
Offices
Commercial Type Location Total Nos. Capacity Occupancy
Vegetable Market
Fruit Market
Fish/Chicken Market
Slaughter

Section 3: MUNICIPALITY DETAIL

1. Name of the Chairman
2. Elected since when
3. No. of elected representatives/Ward Councillors Attach the list
4. No. of Committees formed
Name of the Committee No. Members in the Committee

Staff Details

1. Total Staff Strength of the Municipality

2. Organogram of the Municipality Please Attach

3.Total Sanitation Permanent Temporary Contractual Vacant

Staff Strength Existing Required Existing Required Existing Required

4. Organogram of the Sanitation Staff Attach

5. Details on Supervisory Staff Permanent Temporary Contractual Vacant

5. Revenue of the Municipality for Own Source Grant Loan Subsidy

last 5 years
2014-2015
2013-2014
2012-2013
2011-2012
2010-2011
6. Expenditure of the 2014-2015 2013-2014 2012-2013 2011-2012 2010-2011
Municipality for last 5 years
(break up)

6. Monthly Expenditure on
SWM
a. Salary of -
Permanent Sanitary Workers
Contractual Sanitary Workers
b. Any payment to private party
(if SWM services are
outsourced)
c. Cost of fuel
d. Cost of replacement
equipment
e. Cost of repair & maintenance
of equipment
f. Miscellaneous Cost on
Sanitation Activities

Section 4: SOLID WASTE MANAGEMENT

Data-head Data REMARKS
1. Total Waste Generated In
Metric Tonnes
2. Total Waste Transported In How it is transported?
Metric Tonnes Capacity of that equipment?
3. Projected Waste Generation

4. Percentage of Door to Door Collection

Ward No. Uniform Partial Limited to few areas Mechanism of Collection*

1.
2.
3.
4.
5.
6.
7.
8.
 9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.

* 1 – Carried out by ULB

2- Carried out by private parties
3 – Carried out by NGOs

5. How do door to door collection in commercial areas take place?

15. Percentage of Segregation

In Residential Areas
In Commercial Areas

16. User Fee Payment for Door to Door Collection

Income Class (in INR) User Fee
 System of User Fee Collection

17. Secondary Storage

Type of Containers Used Capacity Quantity

18. Frequency of Clearance from Secondary Collections Points (SCPs) (viz. Dhalao, Open Dump
& Dust Bin)

Twice (T)/
Type of SCP and Once in
Ward No. Location of SCPs Daily Thrice (TR) a
Nos. fortnight
week
19. Street Sweeping
Mechanism –

Ward-wise frequency of Street Sweeping

Twice (T)/ Once in fortnight

Ward No. Daily
Thrice (TR) a week
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.

20. Drain Cleaning

Mechanism –

Open Drains Closed Drains (if available)

Length Dimensions Length Dimensions
 Ward-wise frequency of Drain Cleaning

Ward No. Once in a week Once in Fortnight Once in Month

1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.

21. Type of vehicles used in Collection & Transportation of Waste

Type of Vehicle Make Year of Numbers Capacity
Purchase

22. List of defective/worn out equipment, vehicles and cost estimation for repair and
maintenance

23. Quantity of waste being transported

a. Transfer Stations

i. Biodegradable Waste going to the

 Compost Site
ii. Non-biodegradable Waste going to
RWMC
iii. Compost Rejects going to RWMC

b. Quantity of waste being dumped at

open sites

c. Mechanism for disposing of Construction Waste

24. Copy of log book data (vehicles in & out) maintained at existing dumping site

Section 5: MISCELLANEOUS
1. Any prominent NGOs/Individuals working in SWM sector?

2. Awareness Activities taken by the Municipality

3. No. of Rag-pickers in the Municipality

4. Any agency working for/with rag-pickers

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No.2

POPULATION PROJECTIONS OF
KOTHAGUDEM
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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure 2: Population Projections

S.No. Year Arithmetic Incremental Geometric State urban Graphical Average

increase increase increase average increase Population

1 2012 80019 79956 80458 80128 75967 79306

2 2013 80187 80051 81071 80407 74849 79313
3 2014 80356 80134 81689 80685 73684 79310
4 2015 80525 80206 82312 80964 72470 79295
5 2016 80694 80267 82939 81242 71208 79270
6 2017 80862 80316 83571 81520 69898 79234
7 2018 81031 80354 84208 81799 68540 79186
8 2019 81200 80381 84849 82077 67133 79128
9 2020 81368 80396 85496 82356 65679 79059
10 2021 81537 80400 86147 82634 64176 78979
11 2022 81706 80392 86804 82912 62625 78888
12 2023 81874 80374 87465 83191 61026 78786
13 2024 82043 80343 88131 83469 59379 78673
14 2025 82212 80302 88803 83747 57684 78550
15 2026 82381 80249 89480 84026 55941 78415
16 2027 82549 80184 90161 84304 54150 78270
17 2028 82718 80108 90848 84583 52310 78114
18 2029 82887 80021 91541 84861 50423 77946
19 2030 83055 79923 92238 85139 48487 77769
20 2031 83224 79813 92941 85418 46503 77580
21 2032 83393 79692 93649 85696 44471 77380
22 2033 83561 79559 94363 85975 42391 77170
23 2034 83730 79415 95082 86253 40263 76949
24 2035 83899 79260 95806 86531 38086 76716
25 2036 84068 79093 96536 86810 35862 76474
26 2037 84236 78915 97272 87088 33589 76220
27 2038 84405 78726 98013 87367 31268 75956
28 2039 84574 78525 98760 87645 28899 75680
29 2040 84742 78313 99512 87923 26482 75395
30 2041 84911 78089 100271 88202 24017 75098
31 2042 85080 77854 101035 88480 21504 74790
32 2043 85248 77608 101804 88758 18943 74472
33 2044 85417 77350 102580 89037 16333 74143
34 2045 85586 77081 103362 89315 13675 73804
34 2046 85755 76801 104149 89594 10970 73454
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No.3

WASTE PROJECTIONS
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 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)
Preparation of DPR for MSWM System under Zone-II

Annexure 3: Waste Projections

Year Projected Per capita per waste Per capita Total waste Biodegradable Recyclable Combustible Inert Drain SIlt
Population year quantity generation quantity in
generation in MT/ (in kgs/ MT/ Year
with 1.3 % Day Day)
increase per
capita per year
as per MoUD
guidelines
2015 80964 165.71 36.76 0.4540 13416 15.95 6.91 5.37 5.51 3.01
2016 81242 167.86 37.36 0.4599 13638 16.22 7.02 5.46 5.60 3.06
2017 81520 170.05 37.98 0.4659 13862 16.48 7.14 5.54 5.70 3.11
2018 81799 172.26 38.60 0.4719 14090 16.75 7.26 5.64 5.79 3.17
2019 82077 174.50 39.24 0.4781 14322 17.03 7.38 5.73 5.89 3.22
2020 82356 176.76 39.88 0.4843 14558 17.31 7.50 5.82 5.98 3.27
2021 82634 179.06 40.54 0.4906 14797 17.59 7.62 5.92 6.08 3.32
2022 82912 181.39 41.20 0.4970 15040 17.88 7.75 6.02 6.18 3.38
2023 83191 183.75 41.88 0.5034 15286 18.18 7.87 6.11 6.28 3.43
2024 83469 186.14 42.57 0.5100 15537 18.47 8.00 6.21 6.38 3.49
2025 83747 188.56 43.26 0.5166 15791 18.78 8.13 6.32 6.49 3.55
2026 84026 191.01 43.97 0.5233 16050 19.08 8.27 6.42 6.60 3.61
2027 84304 193.49 44.69 0.5301 16312 19.40 8.40 6.52 6.70 3.66
2028 84583 196.01 45.42 0.5370 16579 19.71 8.54 6.63 6.81 3.72
2029 84861 198.56 46.16 0.5440 16850 20.03 8.68 6.74 6.92 3.79
2030 85139 201.14 46.92 0.5511 17125 20.36 8.82 6.85 7.04 3.85
2031 85418 203.75 47.68 0.5582 17404 20.69 8.96 6.96 7.15 3.91
2032 85696 206.40 48.46 0.5655 17688 21.03 9.11 7.08 7.27 3.97
2033 85975 209.08 49.25 0.5728 17976 21.37 9.26 7.19 7.39 4.04
2034 86253 211.80 50.05 0.5803 18268 21.72 9.41 7.31 7.51 4.10
2035 86531 214.55 50.86 0.5878 18566 22.08 9.56 7.43 7.63 4.17
2036 86810 217.34 51.69 0.5955 18868 22.43 9.72 7.55 7.75 4.24
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)
Preparation of DPR for MSWM System under Zone-II

2037 87088 220.17 52.53 0.6032 19174 22.80 9.88 7.67 7.88 4.31
2038 87367 223.03 53.38 0.6110 19485 23.17 10.04 7.79 8.01 4.38
2039 87645 225.93 54.25 0.6190 19802 23.55 10.20 7.92 8.14 4.45
2040 87923 228.87 55.13 0.6270 20123 23.93 10.36 8.05 8.27 4.52
2041 88202 231.84 56.02 0.6352 20449 24.31 10.53 8.18 8.40 4.59
2042 88480 234.86 56.93 0.6434 20780 24.71 10.70 8.31 8.54 4.67
2043 88758 237.91 57.85 0.6518 21117 25.11 10.88 8.45 8.68 4.74
2044 89037 241.00 58.79 0.6603 21458 25.51 11.05 8.58 8.82 4.82
2045 89315 244.14 59.74 0.6689 21805 25.93 11.23 8.72 8.96 4.90
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No. 4

Quotation for Proposed Infrastructure

Index for Quotation for Proposed Infrastructure

S. Proposed Proposed Quotation Photo

No. infrastructure make Reference
no
1 House hold bins Nilkamal Model RC
make 101.1/
Quotation
included

2 Wheel barrows Sheetal quotation

make include

3 Secondary Sheetal quotation

collection bins make include
4 Litter bins with Nilkamal Quotation
MS frame make included

5 1.8 cum ACE Tata make Rate

Hopper Tipper contract
BS4 included.

6 Front wheel Praakaram Quotation

loader (1 Cum) Auto and included
Construction
Equipment’s

7 Weigh bridge Citizen make Quotation

machine Included
8 Tractor Rate
contract
included

8 Bailing machine Budgetary

price
included
House hold bins:

Quote from: Nilkamal

House hold & Secondary Collection bins:

Quote from: Sheetal

Litter bin with MS Frame

Quote from: Nilkamal

1.8 cum ACE Hopper Tipper BS4:

Front-end loader:
Weighbridge Machine:

Quotation from:
Tractor:
Bailing machine budgetary price quote:
Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No. 5
VENDOR CONTACT LIST
 Composting
S.No Vendor Name Adress Contat no
1 M/s Hanjer 401, HUMA MALL, LBS 022-25782541/42
Biotech MARG, KANJURMARG (W), Mr.Irfan-9821125213
MUMBAI - 400078,

2 M/s Hydro air 116, Raheja Arcade, 022-2756 43 47/ 43

Technics (PCD) Sector-11, Plot No.61, 48/ 4777,
CBD Belapur, Navi Mumbai, 022 27566865 /
Maharashtra 41568181
400 614 Fax - 91-22-2756 43
64.
3 M/s Subhash C/0 OM Metal Tel: + 91- 22-
Projects and Marthanda Building,2nd 24944537
Marketing Ltd Floor
Above Canara Bank
A.B.Road Worli Naka,
Mumbai-18

4 M/s Excel Excel Industries Limited Tel.: 91 - 22 -

Industries Ltd 184-87, S.V. Road, 66464200
Jogeshwari (West), Fax: 91 - 22 -
Mumbai - 400 102, 26783657
5 M/s UPL Near Banco Product, Ph: +91 265 2680283
Environmental Padra Road, /
Engineers Ltd Village - Bil, 2680284/ 516 Fax:
Vadodara - 391410. +91
Gujarat, India. 288 2680285
6 M/s RAMKY Gachibowli Phone No. 040-
Enviro Engineers Ramky Towers 500032 23310091
Ltd (30 lines)
Fax No. 040-
23302353

Bio methanation
S.No Vendor Name Address Contat no
1 M/s ENKEM 824, Poonamalle High Tel: 044-26427577
Engineers Pvt. Ltd Road, Fax: 044-26411788
Kilpauk (Near KMC),
Chennai - 600010
2 M/s Mailhem 4, Neelesh Apartments, 020 25659856
Engineers Pvt.Ltd 426/6, Gokhale Cross Road, Fax-020 25659857.
Model Colony, Pune - 411
061 Maharashtra India
3 M/s TERI-Energy TERI Mumbai Office Tel. No. 27580021
and Resource "Crystal", 4th Floor,
Institute 79 Dr. Annie Besant Road,
Worli,
Mumbai 400018

Composting
S.No Vendor Name Adress Contat no
3 M/s Subhash C/0 OM Metal Tel: + 91- 22-24944537
Projects and Marthanda Building,2nd
Marketing Ltd Floor
Above Canara Bank
A.B.Road Worli Naka,
Mumbai-18

4 M/s Garware - Wall 39, S.K.Hafizuddin Tel-020-30780185

Ropes Ltd Marg, Sankil Street,
Byculla (W), Mumbai-
400 008
5 M/s SMS Infrastructure 244, Narayani House, Mr. H. S. Vijay M.D -
Ltd Hill Road, 9822571432
Ramnagar, Nagpur –
440010
6 M/s RAMKY Gachibowli Phone No. 040-
Enviro Engineers Ramky Towers 500032 23310091
Ltd (30 lines)
Fax No. 040-23302353
Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No. 6
SWM Rules 2016
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 51

नगरपािलका[ क- कु ल संया:
Vतुत क- गई काय% योजना क- संया:
jप-VI

[िनयम 25 देख],

दुघट
: ना का ितवेदन

1. दुघ%टना क- तारीख और समय :

2. दुघ%टना के िलए कारक> का अनु?म :

3. दुघ%टना म6 शािमल अपिशट :

4. मानव VवाVyय और पया%वरण पर दुघ%टना[ के भाव> का मूयांक न :

5. कए गए आपातकालीन उपाय :

6. दुघ%टना[ के भाव> को कम करने के िलए उठाए गए कदम :

7. ऐसी कसी दुघ%टना क- पुनरावृिM को रोकने के िलए उठाए गए :

कदम

तारीख ................... ह VताEर .................

Vथान .................... पदनाम ...................

[फा. सं.18-3/2004-एचएसएमडी]

िवkवनाथ िसNहा, संयुAत सिचव

MINISTRY OF ENVIRONMENT, FOREST AND CLIMATE CHANGE

NOTIFICATION
New Delhi, the 8th April, 2016
S.O. 1357(E).—Whereas the draft of the Solid Waste Management Rules, 2015 were published under the
notification of the Government of India in the Ministry of Environment, Forest and Climate Change number G.S.R. 451
(E), dated the 3rd June, 2015 in the Gazette of India, part II, Section3, sub- section (i) of the same date inviting objections
or suggestions from the persons likely to be affected thereby, before the expiry of the period of sixty days from the
publication of the said notification on the Solid Waste Management Rules, 2015 in supersession of the Municipal Solid
Waste (Management and Handling) Rules, 2000;
And whereas, copies of the said Gazette were made available to the public on the 3rd June, 2015;
And whereas, the objections or comments received within the stipulated period were duly considered by the
Central Government;
Now, therefore, in exercise of the powers conferred by sections 3, 6 and 25 of the Environment (Protection) Act,
1986 (29 of 1986) and in supersession of the Municipal Solid Waste (Management and Handling) Rules, 2000, except as
respect things done or omitted to be done before such supersession, the Central Government hereby makes the following
rules for management of Solid Waste, namely:-
52 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

1. Short title and commencement.-

(1) These rules may be called the Solid Waste Management Rules, 2016.
(2) They shall come into force on the date of their publication in the Official Gazette.
2. Application.- These rules shall apply to every urban local body, outgrowths in urban agglomerations, census
towns as declared by the Registrar General and Census Commissioner of India, notified areas, notified industrial
townships, areas under the control of Indian Railways, airports, airbases, Ports and harbours, defence establishments,
special economic zones, State and Central government organisations, places of pilgrims, religious and historical
importance as may be notified by respective State government from time to time and to every domestic, institutional,
commercial and any other non residential solid waste generator situated in the areas except industrial waste, hazardous
waste, hazardous chemicals, bio medical wastes, e-waste, lead acid batteries and radio-active waste, that are covered
under separate rules framed under the Environment (Protection) Act, 1986.
3. Definitions –(1) In these rules, unless the context otherwise requires,- (1) “aerobic composting” means a
controlled process involving microbial decomposition of organic matter in the presence of oxygen;
2. “anaerobic digestion" means a controlled process involving microbial decomposition of organic matter in
absence of oxygen;
3. "authorisation" means the permission given by the State Pollution Control Board or Pollution Control
Committee, as the case may be, to the operator of a facility or urban local suthority, or any other agency
responsible for processing and disposal of solid waste;
4. “biodegradable waste " means any organic material that can be degraded by micro-organisms into simpler
stable compounds;
5. "bio-methanation" means a process which entails enzymatic decomposition of the organic matter by microbial
action to produce methane rich biogas;
6. “brand owner” means a person or company who sells any commodity under a registered brand label.
7. “buffer zone” means zone of no development to be maintained around solid waste processing and disposal
facility, exceeding 5 TPD of installed capacity. This will be maintained within total and area allotted for the
solid waste processing and disposal facility.
8. “bulk waste generator” means and includes buildings occupied by the Central government departments or
undertakings, State government departments or undertakings, local bodies, public sector undertakings or private
companies, hospitals, nursing homes, schools, colleges, universities, other educational institutions, hostels,
hotels, commercial establishments, markets, places of worship, stadia and sports complexes having an average
waste generation rate exceeding 100kg per day;
9. "bye-laws" means regulatory framework notified by local body, census town and notified area townships for
facilitating the implementation of these rules effectively in their jurisdiction.
10. “census town” means an urban area as defined by the Registrar General and Census Commissioner of India;
11. “combustible waste” means non-biodegradable, non-recyclable, non-reusable, non hazardous solid waste
having minimum calorific value exceeding 1500 kcal/kg and excluding chlorinated materials like plastic, wood
pulp, etc;
12. "composting" means a controlled process involving microbial decomposition of organic matter;
13. “contractor” means a person or firm that undertakes a contract to provide materials or labour to perform a
service or do a job for service providing authority;
14. “co-processing” means use of non-biodegradable and non recyclable solid waste having calorific value
exceeding 1500k/cal as raw material or as a source of energy or both to replace or supplement the natural
mineral resources and fossil fuels in industrial processes;
15. “decentralised processing” means establishment of dispersed facilities for maximizing the processing of bio-
degradable waste and recovery of recyclables closest to the source of generation so as to minimize
transportation of waste for processing or disposal;
16. "disposal" means the final and safe disposal of post processed residual solid waste and inert street sweepings
and silt from surface drains on land as specified in Schedule I to prevent contamination of ground water, surface
water, ambient air and attraction of animals or birds;
17. “domestic hazardous waste” means discarded paint drums, pesticide cans, CFL bulbs, tube lights, expired
medicines, broken mercury thermometers, used batteries, used needles and syringes and contaminated gauge,
etc., generated at the household level;
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 53

18. "door to door collection" means collection of solid waste from the door step of households, shops,
commercial establishments , offices , institutional or any other non residential premises and includes collection
of such waste from entry gate or a designated location on the ground floor in a housing society , multi storied
building or apartments , large residential, commercial or institutional complex or premises;.
19. “dry waste” means waste other than bio-degradable waste and inert street sweepings and includes recyclable
and non recyclable waste, combustible waste and sanitary napkin and diapers, etc;
20. “dump sites” means a land utilised by local body for disposal of solid waste without following the principles
of sanitary land filling;
21. “extended producer responsibility” (EPR) means responsibility of any producer of packaging products such
as plastic, tin, glass and corrugated boxes, etc., for environmentally sound management, till end-of-life of the
packaging products;
22. “facility” means any establishment wherein the solid waste management processes namely segregation,
recovery, storage, collection, recycling, processing, treatment or safe disposal are carried out;
23. "fine" means penalty imposed on waste generators or operators of waste processing and disposal facilities
under the bye-laws for non-compliance of the directions contained in these rules and/or bye- laws
24. "Form" means a F8orm appended to these rules;
25. “handling” includes all activities relating to sorting, segregation, material recovery, collection, secondary
storage, shredding, baling, crushing, loading, unloading, transportation, processing and disposal of solid wastes;
26. “inerts” means wastes which are not bio-degradable, recyclable or combustible street sweeping or dust and silt
removed from the surface drains;
27. “incineration” means an engineered process involving burning or combustion of solid waste to thermally
degrade waste materials at high temperatures;
28. “informal waste collector” includes individuals, associations or waste traders who are involved in sorting, sale
and purchase of recyclable materials;
29. "leachate" means the liquid that seeps through solid waste or other medium and has extracts of dissolved or
suspended material from it;
30. " local body” for the purpose of these rules means and includes the municipal corporation, nagar nigam,
municipal council, nagarpalika, nagar Palikaparishad, municipal board, nagar panchayat and town panchayat,
census towns, notified areas and notified industrial townships with whatever name they are called in different
States and union territories in India;
31. “materials recovery facility” (MRF) means a facility where non-compostable solid waste can be temporarily
stored by the local body or any other entity mentioned in rule 2 or any person or agency authorised by any of
them to facilitate segregation, sorting and recovery of recyclables from various components of waste by
authorised informal sector of waste pickers, informal recyclers or any other work force engaged by the local
body or entity mentioned in rule 2for the purpose before the waste is delivered or taken up for its processing or
disposal;
32. “non-biodegradable waste” means any waste that cannot be degraded by micro organisms into simpler stable
compounds;
33. "operator of a facility" means a person or entity, who owns or operates a facility for handling solid waste
which includes the local body and any other entity or agency appointed by the local body;
34. primary collection" means collecting, lifting and removal of segregated solid waste from source of its
generation including households, shops, offices and any other non-residential premises or from any collection
points or any other location specified by the local body;
35. "processing" means any scientific process by which segregated solid waste is handled for the purpose of reuse,
recycling or transformation into new products;
36. "recycling" means the process of transforming segregated non-biodegradable solid waste into new material or
product or as raw material for producing new products which may or may not be similar to the original
products;
37. “redevelopment” means rebuilding of old residential or commercial buildings at the same site, where the
existing buildings and other infrastructures have become dilapidated;
54 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

38. "refused derived fuel"(RDF) means fuel derived from combustible waste fraction of solid waste like plastic,
wood, pulp or organic waste, other than chlorinated materials, in the form of pellets or fluff produced by drying,
shredding, dehydrating and compacting of solid waste ;
39. “residual solid waste” means and includes the waste and rejects from the solid waste processing facilities
which are not suitable for recycling or further processing;
40. "sanitary land filling " means the final and safe disposal of residual solid waste and inert wastes on land in a
facility designed with protective measures against pollution of ground water, surface water and fugitive air dust,
wind-blown litter, bad odour, fire hazard, animal menace, bird menace, pests or rodents, greenhouse gas
emissions, persistent organic pollutants slope instability and erosion;
41. “sanitary waste” means wastes comprising of used diapers, sanitary towels or napkins, tampons, condoms,
incontinence sheets and any other similar waste;
42. "Schedule" means the Schedule appended to these rules;
43. "secondary storage" means the temporary containment of solid waste after collection at secondary waste
storage depots or MRFs or bins for onward transportation of the waste to the processing or disposal facility;
44. "segregation" means sorting and separate storage of various components of solid waste namely biodegradable
wastes including agriculture and dairy waste, non biodegradable wastes including recyclable waste, non-
recyclable combustible waste, sanitary waste and non recyclable inert waste, domestic hazardous wastes, and
construction and demolition wastes;
45. “service provider” means an authority providing public utility services like water, sewerage, electricity,
telephone, roads, drainage, etc;
46. "solid waste" means and includes solid or semi-solid domestic waste, sanitary waste, commercial waste,
institutional waste, catering and market waste and other non residential wastes, street sweepings, silt removed or
collected from the surface drains, horticulture waste, agriculture and dairy waste, treated bio-medical waste
excluding industrial waste, bio-medical waste and e-waste, battery waste, radio-active waste generated in the
area under the local authorities and other entities mentioned in rule 2;
47. “sorting” means separating various components and categories of recyclables such as paper, plastic, card-
boards, metal, glass, etc., from mixed waste as may be appropriate to facilitate recycling;
48. “stabilising” means the biological decomposition of biodegradable wastes to a stable state where it generates
no leachate or offensive odours and is fit for application to farm land ,soil erosion control and soil remediation;
49. “street vendor” means any person engaged in vending of articles, goods, wares, food items or merchandise of
everyday use or offering services to the general public, in a street, lane, side walk, footpath, pavement, public
park or any other public place or private area, from a temporary built up structure or by moving from place to
place and includes hawker, peddler, squatter and all other synonymous terms which may be local or region
specific; and the words “street vending” with their grammatical variations and cognate expressions, shall be
construed accordingly;
50. “tipping fee” means a fee or support price determined by the local authorities or any state agency authorised by
the State government to be paid to the concessionaire or operator of waste processing facility or for disposal of
residual solid waste at the landfill;
51. “transfer station” means a facility created to receive solid waste from collection areas and transport in bulk in
covered vehicles or containers to waste processing and, or, disposal facilities;
52. "transportation" means conveyance of solid waste, either treated, partly treated or untreated from a location to
another location in an environmentally sound manner through specially designed and covered transport system
so as to prevent the foul odour, littering and unsightly conditions;
53. “treatment” means the method, technique or process designed to modify physical, chemical or biological
characteristics or composition of any waste so as to reduce its volume and potential to cause harm;
54. “user fee” means a fee imposed by the local body and any entity mentioned in rule 2 on the waste generator to
cover full or part cost of providing solid waste collection, transportation, processing and disposal services.
55. "vermi composting" means the process of conversion of bio-degradable waste into compost using earth
worms;
56. “waste generator” means and includes every person or group of persons, every residential premises and non
residential establishments including Indian Railways, defense establishments, which generate solid waste;
57. “waste hierarchy” means the priority order in which the solid waste is to should be managed by giving
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 55

emphasis to prevention, reduction, reuse, recycling, recovery and disposal, with prevention being the most
preferred option and the disposal at the landfill being the least;
58. “waste picker” means a person or groups of persons informally engaged in collection and recovery of reusable
and recyclable solid waste from the source of waste generation the streets, bins, material recovery facilities,
processing and waste disposal facilities for sale to recyclers directly or through intermediaries to earn their
livelihood.
(2) Words and expressions used herein but not defined, but defined in the Environment (Protection) Act, 1986, the
Water (Prevention and Control of Pollution) Act, 1974, Water (Prevention and Control of Pollution) Cess Act, 1977 and
the Air (prevention and Control of Pollution) Act, 1981 shall have the same meaning as assigned to them in the
respective Acts.
4 Duties of waste generators.- (1) Every waste generator shall,-
(a) segregate and store the waste generated by them in three separate streams namely bio-degradable, non bio-
degradable and domestic hazardous wastes in suitable bins and handover segregated wastes to authorised waste pickers
or waste collectors as per the direction or notification by the local authorities from time to time;
(b) wrap securely the used sanitary waste like diapers, sanitary pads etc., in the pouches provided by the
manufacturers or brand owners of these products or in a suitable wrapping material as instructed by the local authorities
and shall place the same in the bin meant for dry waste or non- bio-degradable waste;
(c) store separately construction and demolition waste, as and when generated, in his own premises and shall
dispose off as per the Construction and Demolition Waste Management Rules, 2016; and
(d) store horticulture waste and garden waste generated from his premises separately in his own premises and
dispose of as per the directions of the local body from time to time.
(2) No waste generator shall throw, burn or burry the solid waste generated by him, on streets, open public spaces
outside his premises or in the drain or water bodies.
(3) All waste generators shall pay such user fee for solid waste management, as specified in the bye-laws of the
local bodies.
(4) No person shall organise an event or gathering of more than one hundred persons at any unlicensed place
without intimating the local body, at least three working days in advance and such person or the organiser of such event
shall ensure segregation of waste at source and handing over of segregated waste to waste collector or agency as
specified by the local body.
(5) Every street vendor shall keep suitable containers for storage of waste generated during the course of his activity
such as food waste, disposable plates, cups, cans, wrappers, coconut shells, leftover food, vegetables, fruits, etc., and
shall deposit such waste at waste storage depot or container or vehicle as notified by the local body.
(6) All resident welfare and market associations shall, within one year from the date of notification of these rules and
in partnership with the local body ensure segregation of waste at source by the generators as prescribed in these rules,
facilitate collection of segregated waste in separate streams, handover recyclable material to either the authorised waste
pickers or the authorised recyclers. The bio-degradable waste shall be processed, treated and disposed off through
composting or bio-methanation within the premises as far as possible. The residual waste shall be given to the waste
collectors or agency as directed by the local body.
(7) All gated communities and institutions with more than 5,000 sqm area shall, within one year from the date of
notification of these rules and in partnership with the local body, ensure segregation of waste at source by the
generators as prescribed in these rules, facilitate collection of segregated waste in separate streams, handover recyclable
material to either the authorised waste pickers or the authorizsd recyclers. The bio-degradable waste shall be processed,
treated and disposed off through composting or bio-methanation within the premises as far as possible. The residual
waste shall be given to the waste collectors or agency as directed by the local body.
(8) All hotels and restaurants shall, within one year from the date of notification of these rules and in partnership
with the local body ensure segregation of waste at source as prescribed in these rules, facilitate collection of segregated
waste in separate streams, handover recyclable material to either the authorised waste pickers or the authorised recyclers.
The bio-degradable waste shall be processed, treated and disposed off through composting or bio-methanation within the
premises as far as possible. The residual waste shall be given to the waste collectors or agency as directed by the local
body.
5. Duties of Ministry of Environment, Forest and Climate Change.- (1) The Ministry of Environment, Forest
and Climate Change shall be responsible for over all monitoring the implementation of these rules in the country. It
shall constitute a Central Monitoring Committee under the Chairmanship of Secretary, Ministry of Environment, Forest
and Climate Change comprising officer not below the rank of Joint Secretary or Advisor from the following namely,-
56 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

1) Ministry of Urban Development

2) Ministry of Rural Development
3) Ministry of Chemicals and Fertilizers
4) Ministry of Agriculture
5) Central Pollution Control Board
6) Three State Pollution Control Boards or Pollution Control Committees by rotation
7) Urban Development Departments of three State Governments by rotation
8) Rural Development Departments from two State Governments by rotation
9) Three Urban Local bodies by rotation
10) Two census towns by rotation
11) FICCI, CII
12) Two subject experts
2. This Central Monitoring Committee shall meet at least once in a year to monitor and review the implementation
of these rules. The Ministry of Environment, Forest and Climate Change may co-opt other experts, if needed. The
Committee shall be renewed every three years.
6. Duties of Ministry of Urban Development.- (1) The Ministry of Urban Development shall coordinate with
State Governments and Union territory Administrations to,-
(a) take periodic review of the measures taken by the states and local bodies for improving solid waste management
practices and execution of solid waste management projects funded by the Ministry and external agencies at least once in
a year and give advice on taking corrective measures;
(b) formulate national policy and strategy on solid waste management including policy on waste to energy in
consultation with stakeholders within six months from the date of notification of these rules;
(c) facilitate States and Union Territories in formulation of state policy and strategy on solid management based
on national solid waste management policy and national urban sanitation policy;
(d) promote research and development in solid waste management sector and disseminate information to States and
local bodies;
(e) undertake training and capacity building of local bodies and other stakeholders;and
(f) provide technical guidelines and project finance to states, Union territories and local bodies on solid waste
management to facilitate meeting timelines and standards.
7. Duties of Department of Fertilisers, Ministry of Chemicals and Fertilisers.- (1) The Department of
Fertilisers through appropriate mechanisms shall,-
(a) provide market development assistance on city compost; and
(b) ensure promotion of co-marketing of compost with chemical fertilisers in the ratio of 3 to 4 bags: 6 to 7 bags by
the fertiliser companies to the extent compost is made availablefor marketing to the companies.
8. Duties of Ministry of Agriculture, Government of India.- The Ministry of Agriculture through appropriate
mechanisms shall,-
(a) provide flexibility in Fertiliser Control Order for manufacturing and sale of compost;
(b) propagate utlisation of compost on farm land;
(c) set up laboratories to test quality of compost produced by local authorities or their authorised agencies; and
(d) issue suitable guidelines for maintaining the quality of compost and ratio of use of compost visa-a-vis chemical
fertilizers while applying compost to farmland.
9. Duties of the Ministry of Power.-The Ministry of Power through appropriate mechanisms shall,-
(a) decide tariff or charges for the power generated from the waste to energy plants based on solid waste.
(b) compulsory purchase power generated from such waste to energy plants by distribution company.
10. Duties of Ministry of New and Renewable Energy Sources- The Ministry of New and Renewable Energy
Sources through appropriate mechanisms shall,-
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 57

(a) facilitate infrastructure creation for waste to energy plants; and

(b) provide appropriate subsidy or incentives for such waste to energy plants.
11. Duties of the Secretary–in-charge, Urban Development in the States and Union territories.- (1) The
Secretary, Urban Development Department in the State or Union territory through the Commissioner or Director of
Municipal Administration or Director of local bodies shall,-
(a) prepare a state policy and solid waste management strategy for the state or the union territory in consultation
with stakeholders including representative of waste pickers, self help group and similar groups working in the field of
waste management consistent with these rules, national policy on solid waste management and national urban sanitation
policy of the ministry of urban development, in a period not later than one year from the date of notification of these
rules;
(b) while preparing State policy and strategy on solid waste management, lay emphasis on waste reduction, reuse,
recycling, recovery and optimum utilisation of various components of solid waste to ensure minimisation of waste going
to the landfill and minimise impact of solid waste on human health and environment;
(c) state policies and strategies should acknowledge the primary role played by the informal sector of waste pickers,
waste collectors and recycling industry in reducing waste and provide broad guidelines regarding integration of waste
picker or informal waste collectors in the waste management system.
(d) ensure implementation of provisions of these rules by all local authorities;
(e) direct the town planning department of the State to ensure that master plan of every city in the State or Union
territory provisions for setting up of solid waste processing and disposal facilities except for the cities who are members
of common waste processing facility or regional sanitary landfill for a group of cities; and
(f) ensure identification and allocation of suitable land to the local bodies within one year for setting up of
processing and disposal facilities for solid wastes and incorporate them in the master plans (land use plan) of the State or
as the case may be, cities through metropolitan and district planning committees or town and country planning
department;
(h) direct the town planning department of the State and local bodies to ensure that a separate space for segregation,
storage, decentralised processing of solid waste is demarcated in the development plan for group housing or commercial,
institutional or any other non-residential complex exceeding 200 dwelling or having a plot area exceeding 5,000 square
meters;
(i) direct the developers of Special Economic Zone, Industrial Estate, Industrial Park to earmark at least five
percent of the total area of the plot or minimum five plots or sheds for recovery and recycling facility.
(j) facilitate establishment of common regional sanitary land fill for a group of cities and towns falling within a
distance of 50 km (or more) from the regional facility on a cost sharing basis and ensure professional management of
such sanitary landfills;
(k) arrange for capacity building of local bodies in managing solid waste, segregation and transportation or
processing of such waste at source;
(l) notify buffer zone for the solid waste processing and disposal facilities of more than five tons per day in
consultation with the State Pollution Control Board; and
(m) start a scheme on registration of waste pickers and waste dealers.
12. Duties of District Magistrate or District Collector or Deputy Commissioner.- The District Magistrate or
District Collector or as the case may be , the Deputy Commissioner shall, -
(a) facilitate identification and allocation of suitable land as per clause (f) of rules 11 for setting up solid waste
processing and disposal facilities to local authorities in his district in close coordination with the Secretary-in-charge of
State Urban Development Department within one year from the date of notification of these rules;
(b) review the performance of local bodies, at least once in a quarter on waste segregation, processing, treatment
and disposal and take corrective measures in consultation with the Commissioner or Director of Municipal
Administration or Director of local bodies and secretary-in-charge of the State Urban Development.
13. Duties of the Secretary–in-charge of Village Panchayats or Rural Development Department in the State
and Union territory.- (1) The Secretary–in-charge of Village Panchayats or Rural Development Department in the State
and Union territory shall have the same duties as the Secretary–in-charge, Urban Development in the States and Union
territories, for the areas which are covered under these rules and are under their jurisdictions.
14. Duties of Central Pollution Control Board.-The Central Pollution Control Board shall, -
58 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

(a) co-ordinate with the State Pollution Control Boards and the Pollution Control Committees for implementation
of these rules and adherence to the prescribed standards by local authorities;
(b) formulate the standards for ground water, ambient air, noise pollution, leachate in respect of all solid waste
processing and disposal facilities;
(c) review environmental standards and norms prescribed for solid waste processing facilities or treatment
technologies and update them as and when required;
(d) review through State Pollution Control Boards or Pollution Control Committees, at least once in a year, the
implementation of prescribed environmental standards for solid waste processing facilities or treatment technologies and
compile the data monitored by them;
(e) review the proposals of State Pollution Control Boards or Pollution Control Committees on use of any new
technologies for processing, recycling and treatment of solid waste and prescribe performance standards, emission
norms for the same within 6 months;
(f) monitor through State Pollution Control Boards or Pollution Control Committees the implementation of these
rules by local bodies;
(g) prepare an annual report on implementation of these rules on the basis of reports received from State Pollution
Control Boards and Committees and submit to the Ministry of Environment, Forest and Climate Change and the report
shall also be put in public domain;
(h) publish guidelines for maintaining buffer zone restricting any residential, commercial or any other construction
activity from the outer boundary of the waste processing and disposal facilities for different sizes of facilities handling
more than five tons per day of solid waste;
(i) publish guidelines, from time to time, on environmental aspects of processing and disposal of solid waste to
enable local bodies to comply with the provisions of these rules; and
(j) provide guidance to States or Union territories on inter-state movement of waste.
15. Duties and responsibilities of local authorities and village Panchayats of census towns and urban
agglomerations.- The local authorities and Panchayats shall,-
(a) prepare a solid waste management plan as per state policy and strategy on solid waste management within six
months from the date of notification of state policy and strategy and submit a copy to respective departments of State
Government or Union territory Administration or agency authorised by the State Government or Union territory
Administration;
(b) arrange for door to door collection of segregated solid waste from all households including slums and informal
settlements, commercial, institutional and other non residential premises. From multi-storage buildings, large
commercial complexes, malls, housing complexes, etc., this may be collected from the entry gate or any other
designated location;
(c) establish a system to recognise organisations of waste pickers or informal waste collectors and promote and
establish a system for integration of these authorised waste-pickers and waste collectors to facilitate their participation in
solid waste management including door to door collection of waste;
(d) facilitate formation of Self Help Groups, provide identity cards and thereafter encourage integration in solid
waste management including door to door collection of waste;
(e) frame bye-laws incorporating the provisions of these rules within one year from the date of notification of these
rules and ensure timely implementation;
(f) prescribe from time to time user fee as deemed appropriate and collect the fee from the waste generators on its
own or through authorised agency;
(g) direct waste generators not to litter i.e throw or dispose of any waste such as paper, water bottles, liquor bottles,
soft drink canes, tetra packs, fruit peel, wrappers, etc., or burn or burry waste on streets, open public spaces, drains,
waste bodies and to segregate the waste at source as prescribed under these rules and hand over the segregated waste to
authorised the waste pickers or waste collectors authorised by the local body;
(h) setup material recovery facilities or secondary storage facilities with sufficient space for sorting of recyclable
materials to enable informal or authorised waste pickers and waste collectors to separate recyclables from the waste and
provide easy access to waste pickers and recyclers for collection of segregated recyclable waste such as paper, plastic,
metal, glass, textile from the source of generation or from material recovery facilities; Bins for storage of bio-degradable
wastes shall be painted green, those for storage of recyclable wastes shall be printed white and those for storage of other
wastes shall be printed black;
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 59

(i) establish waste deposition centres for domestic hazardous waste and give direction for waste generators to
deposit domestic hazardous wastes at this centre for its safe disposal. Such facility shall be established in a city or town
in a manner that one centre is set up for the area of twenty square kilometers or part thereof and notify the timings of
receiving domestic hazardous waste at such centres;
(j) ensure safe storage and transportation of the domestic hazardous waste to the hazardous waste disposal facility
or as may be directed by the State Pollution Control Board or the Pollution Control Committee;
(k) direct street sweepers not to burn tree leaves collected from street sweeping and store them separately and
handover to the waste collectors or agency authorised by local body;
(l) provide training on solid waste management to waste-pickers and waste collectors;
(m) collect waste from vegetable, fruit, flower, meat, poultry and fish market on day to day basis and promote
setting up of decentralised compost plant or bio-methanation plant at suitable locations in the markets or in the vicinity of
markets ensuring hygienic conditions;
(n) collect separately waste from sweeping of streets, lanes and by-lanes daily, or on alternate days or twice a week
depending on the density of population, commercial activity and local situation;
(o) set up covered secondary storage facility for temporary storage of street sweepings and silt removed from
surface drains in cases where direct collection of such waste into transport vehicles is not convenient. Waste so collected
shall be collected and disposed of at regular intervals as decided by the local body;
(p) collect horticulture, parks and garden waste separately and process in the parks and gardens, as far as possible;
(q) transport segregated bio-degradable waste to the processing facilities like compost plant, bio-methanation plant
or any such facility. Preference shall be given for on site processing of such waste;
(r) transport non-bio-degradable waste to the respective processing facility or material recovery facilities or
secondary storage facility;
(s) transport construction and demolition waste as per the provisions of the Construction and Demolition Waste
management Rules, 2016;
(t) involve communities in waste management and promotion of home composting, bio-gas generation,
decentralised processing of waste at community level subject to control of odour and maintenance of hygienic conditions
around the facility;
(u) phase out the use of chemical fertilizer in two years and use compost in all parks, gardens maintained by the
local body and wherever possible in other places under its jurisdiction. Incentives may be provided to recycling
initiatives by informal waste recycling sector.
(v) facilitate construction, operation and maintenance of solid waste processing facilities and associated
infrastructure on their own or with private sector participation or through any agency for optimum utilisation of various
components of solid waste adopting suitable technology including the following technologies and adhering to the
guidelines issued by the Ministry of Urban Development from time to time and standards prescribed by the Central
Pollution Control Board. Preference shall be given to decentralised processing to minimize transportation cost and
environmental impacts such as-
a) bio-methanation, microbial composting, vermi-composting, anaerobic digestion or any other appropriate
processing for bio-stabilisation of biodegradable wastes;
b) waste to energy processes including refused derived fuel for combustible fraction of waste or supply as
feedstock to solid waste based power plants or cement kilns;
(w) undertake on their own or through any other agency construction, operation and maintenance of sanitary landfill
and associated infrastructure as per Schedule 1 for disposal of residual wastes in a manner prescribed under these rules;
(x) make adequate provision of funds for capital investments as well as operation and maintenance of solid waste
management services in the annual budget ensuring that funds for discretionary functions of the local body have been
allocated only after meeting the requirement of necessary funds for solid waste management and other obligatory
functions of the local body as per these rules;
(y) make an application in Form-I for grant of authorisation for setting up waste processing, treatment or disposal
facility, if the volume of waste is exceeding five metric tones per day including sanitary landfills from the State Pollution
Control Board or the Pollution Control Committee, as the case may be;
(z) submit application for renewal of authorisation at least sixty days before the expiry of the validity of
authorisation;
60 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

(za) prepare and submit annual report in Form IV on or before the 30th April of the succeeding year to the
Commissioner or Director, Municipal Administration or designated Officer;
(zb) the annual report shall then be sent to the Secretary -in-Charge of the State Urban Development Department or
village panchayat or rural development department and to the respective State Pollution Control Board or Pollution
Control Committee by the 31st May of every year;
(zc) educate workers including contract workers and supervisors for door to door collection of segregated waste and
transporting the unmixed waste during primary and secondary transportation to processing or disposal facility;
(zd) ensure that the operator of a facility provides personal protection equipment including uniform, fluorescent
jacket, hand gloves, raincoats, appropriate foot wear and masks to all workers handling solid waste and the same are used
by the workforce;
(ze) ensure that provisions for setting up of centers for collection, segregation and storage of segregated wastes, are
incorporated in building plan while granting approval of building plan of a group housing society or market complex; and
(zf) frame bye-laws and prescribe criteria for levying of spot fine for persons who litters or fails to comply with the
provisions of these rules and delegate powers to officers or local bodies to levy spot fines as per the bye laws framed; and
(zg) create public awareness through information, education and communication campaign and educate the waste
generators on the following; namely:-
(i) not to litter;
(ii) minimise generation of waste;
(iii) reuse the waste to the extent possible;
(iv) practice segregation of waste into bio–degradable, non-biodegradable (recyclable and combustible),
sanitary waste and domestic hazardous wastes at source;
(v) practice home composting, vermi-composting, bio-gas generation or community level composting;
(vi) wrap securely used sanitary waste as and when generated in the pouches provided by the brand owners
or a suitable wrapping as prescribed by the local body and place the same in the bin meant for non-
biodegradable waste;
(vii) storage of segregated waste at source in different bins;
(viii) handover segregated waste to waste pickers, waste collectors, recyclers or waste collection agencies;
and
(ix) pay monthly user fee or charges to waste collectors or local bodies or any other person authorised by
the local body for sustainability of solid waste management.
(zh) stop land filling or dumping of mixed waste soon after the timeline as specified in rule 23 for setting up and
operationalisation of sanitary landfill is over;
(zi) allow only the non-usable, non-recyclable, non-biodegradable, non-combustible and non-reactive inert waste
and pre-processing rejects and residues from waste processing facilities to go to sanitary landfill and the sanitary landfill
sites shall meet the specifications as given in Schedule–I, however, every effort shall be made to recycle or reuse the
rejects to achieve the desired objective of zero waste going to landfill;
(zj) investigate and analyse all old open dumpsites and existing operational dumpsites for their potential of bio-
mining and bio-remediation and wheresoever feasible, take necessary actions to bio-mine or bio-remediate the sites;
(zk) in absence of the potential of bio-mining and bio-remediation of dumpsite, it shall be scientifically capped as per
landfill capping norms to prevent further damage to the environment.
16. Duties of State Pollution Control Board or Pollution Control Committee.- (1) The State Pollution Control Board
or Pollution Control Committee shall,-
(a) enforce these rules in their State through local bodies in their respective jurisdiction and review
implementation of these rules at least twice a year in close coordination with concerned Directorate of
Municipal Administration or Secretary-in-charge of State Urban Development Department;
(b) monitor environmental standards and adherence to conditions as specified under the Schedule I and Schedule II
for waste processing and disposal sites;
(c) examine the proposal for authorisation and make such inquiries as deemed fit, after the receipt of the application
for the same in Form I from the local body or any other agency authorised by the local body;
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 61

(d) while examining the proposal for authorisation, the requirement of consents under respective enactments and
views of other agencies like the State Urban Development Department, the Town and Country Planning
Department, District Planning Committee or Metropolitan Area Planning Committee, as may be applicable,
Airport or Airbase Authority, the Ground Water Board, Railways, power distribution companies, highway
department and other relevant agencies shall be taken into consideration and they shall be given four weeks
time to give their views, if any;
(e) issue authorisation within a period of sixty days in Form II to the local body or an operator of a facility or any
other agency authorised by local body stipulating compliance criteria and environmental standards as specified
in Schedules I and II including other conditions, as may be necessary;
(f) synchronise the validity of said authorisation with the validity of the consents;
(g) suspend or cancel the authorization issued under clause (a) any time, if the local body or operator of the
facility fails to operate the facility as per the conditions stipulated:
provided that no such authorization shall be suspended or cancelled without giving notice to the local body or
operator, as the case may be; and
(h) on receipt of application for renewal, renew the authorisation for next five years, after examining every
application on merit and subject to the condition that the operator of the facility has fulfilled all the provisions of
the rules, standards or conditions specified in the authorisation, consents or environment clearance.
(2) The State Pollution Control Board or Pollution Control Committee shall, after giving reasonable opportunity of
being heard to the applicant and for reasons thereof to be recorded in writing, refuse to grant or renew an authorisation.
(3) In case of new technologies, where no standards have been prescribed by the Central Pollution Control Board,
State Pollution Control Board or Pollution Control Committee, as the case may be, shall approach Central Pollution
Control Board for getting standards specified.
(4) The State Pollution Control Board or the Pollution Control Committee, as the case may be, shall monitor the
compliance of the standards as prescribed or laid down and treatment technology as approved and the conditions
stipulated in the authorisation and the standards specified in Schedules I and II under these rules as and when deemed
appropriate but not less than once in a year.
(5) The State Pollution Control Board or the Pollution Control Committee may give directions to local bodies for
safe handling and disposal of domestic hazardous waste deposited by the waste generators at hazardous waste deposition
facilities.
(6) The State Pollution Control Board or the Pollution Control Committee shall regulate Inter-State movement of
waste.
17. Duty of manufacturers or brand owners of disposable products and sanitary napkins and diapers.- (1)
All manufacturers of disposable products such as tin, glass, plastics packaging, etc., or brand owners who introduce such
products in the market shall provide necessary financial assistance to local authorities for establishment of waste
management system.
(2) All such brand owners who sell or market their products in such packaging material which are non-
biodegradable shall put in place a system to collect back the packaging waste generated due to their production.
(3) Manufacturers or brand owners or marketing companies of sanitary napkins and diapers shall explore the
possibility of using all recyclable materials in their products or they shall provide a pouch or wrapper for disposal of each
napkin or diapers along with the packet of their sanitary products.
(4) All such manufacturers, brand owners or marketing companies shall educate the masses for wrapping and
disposal of their products.
18. Duties of the industrial units located within one hundred km from the refused derived fuel and waste to
energy plants based on solid waste- All industrial units using fuel and located within one hundred km from a solid
waste based refused derived fuel plant shall make arrangements within six months from the date of notification of these
rules to replace at least five percent of their fuel requirement by refused derived fuel so produced.
19. Criteria for Duties regarding setting-up solid waste processing and treatment facility.- (1) The department
in- charge of the allocation of land assignment shall be responsible for providing suitable land for setting up of the solid
waste processing and treatment facilities and notify such sites by the State Government or Union territory
Administration.
(2) The operator of the facility shall design and set up the facility as per the technical guidelines issued by the
Central Pollution Control Board in this regard from time to time and the manual on solid waste management prepared by
the Ministry of Urban Development.
62 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

(3) The operator of the facility shall obtain necessary approvals from the State Pollution Control Board or Pollution
Control Committee.
(4) The State Pollution Control Board or Pollution Control Committee shall monitor the environment standards of
the operation of the solid waste processing and treatment facilities.
(5) The operator of the facility shall be responsible for the safe and environmentally sound operations of the solid
waste processing and or treatment facilities as per the guidelines issued by the Central Pollution Control Board from time
to time and the Manual on Municipal Solid Waste Management published by the Ministry of Urban Development and
updated from time to time.
(6) The operator of the solid waste processing and treatment facility shall submit annual report in Form III each
year by 30th April to the State Pollution Control Board or Pollution Committee and concerned local body.
20. Criteria and actions to be taken for solid waste management in hilly areas.- In the hilly areas, the duties and
responsibilities of the local authorities shall be the same as mentioned in rule 15 with additional clauses as under:
(a) Construction of landfill on the hill shall be avoided. A transfer station at a suitable enclosed location shall be
setup to collect residual waste from the processing facility and inert waste. A suitable land shall be identified in
the plain areas down the hill within 25 kilometers for setting up sanitary landfill. The residual waste from the
transfer station shall be disposed of at this sanitary landfill.
(b) In case of non-availability of such land, efforts shall be made to set up regional sanitary landfill for the inert and
residual waste.
(c) Local body shall frame Bye-laws and prohibit citizen from littering wastes on the streets and give strict direction
to the tourists not to dispose any waste such as paper, water bottles, liquor bottles, soft drink canes, tetra packs,
any other plastic or paper waste on the streets or down the hills and instead direct to deposit such waste in the
litter bins that shall be placed by the local body at all tourist destinations.
(d) Local body shall arrange to convey the provisions of solid waste management under the bye-laws to all tourists
visiting the hilly areas at the entry point in the town as well as through the hotels, guest houses or like where
they stay and by putting suitable hoardings at tourist destinations.
(e) Local body may levy solid waste management charge from the tourist at the entry point to make the solid waste
management services sustainable.
(f) The department in- charge of the allocation of land assignment shall identify and allot suitable space on the hills
for setting up decentralised waste processing facilities. Local body shall set up such facilities. Step garden
system may be adopted for optimum utilisation of hill space.
21. Criteria for waste to energy process.- (1) Non recyclable waste having calorific value of 1500 K/cal/kg or more
shall not be disposed of on landfills and shall only be utilised for generating energy either or through refuse derived fuel
or by giving away as feed stock for preparing refuse derived fuel.
(2) High calorific wastes shall be used for co-processing in cement or thermal power plants.
(3) The local body or an operator of facility or an agency designated by them proposing to set up waste to energy
plant of more than five tones per day processing capacity shall submit an application in Form-I to the State Pollution
Control Board or Pollution Control Committee, as the case may be, for authorisation.
(4) The State Pollution Control Board or Pollution Control Committee, on receiving such application for setting
up waste to energy facility, shall examine the same and grant permission within sixty days.
22. Time frame for implementation.- Necessary infrastructure for implementation of these rules shall be created
by the local bodies and other concerned authorities, as the case may be, on their own, by directly or engaging agencies
within the time frame specified below:

Sl. No. Activity Time limit from

the date of
notification of
rules

(1) (2) (3)

1. identification of suitable sites for setting up solid waste processing facilities 1 year
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 63

2. identification of suitable sites for setting up common regional sanitary landfill facilities 1 year
for suitable clusters of local authorities under 0.5 million population and for setting
up common regional sanitary landfill facilities or stand alone sanitary landfill facilities by
all local authorities having a population of 0.5 million or more .

3. procurement of suitable sites for setting up solid waste processing facility and sanitary 2 years
landfill facilities

4. enforcing waste generators to practice segregation of bio degradable, recyclable, 2 years

combustible, sanitary waste domestic hazardous and inert solid wastes at source ,

5. Ensure door to door collection of segregated waste and its transportation in 2 years
covered vehicles to processing or disposal facilities.

6. ensure separate storage, collection and transportation of construction and demolition 2 years
wastes

7. setting up solid waste processing facilities by all local bodies having 100000 or more 2 years
population

8. Setting up solid waste processing facilities by local bodies and census towns 3 years
below 100000 population.

9 setting up common or stand alone sanitary landfills by or for all local bodies having 0.5
million or more population for the disposal of only such residual wastes from the
3 years
processing facilities as well as untreatable inert wastes as permitted under the Rules

10. setting up common or regional sanitary landfills by all local bodies and census towns
under 0.5 million population for the disposal of permitted waste under the rules
3years

11. bio-remediation or capping of old and abandoned dump sites 5years

23. State Level Advisory Body. – (1) Every Department in-charge of local bodies of the concerned State
Government or Union territory administration shall constitute a State Level Advisory Body within six months from the
date of notification of these rules comprising the following members, namely:-

Sl. No Designation Member

(1) (2) (3)

1. Secretary, Department of Urban Development orLocal self Chairperson, ex-

government department of the State officio

2. One representative of Panchayats or Rural development Member, ex-officio

Department not below the rank of Joint Secretary to State
Government

3. one representative of Revenue Department of State Government Member,ex-officio

4. One representative from Ministry of Environment, Forest and Member, ex-officio

Climate Change Government of India
64 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

5. One representative from Ministry of Urban Development, Member, ex-officio

Government of India

6. One representative from Ministry of Rural Development, Member, ex-officio

Government of India

7. One representative from the Central Pollution Control Board Member, ex-officio

8. One representative from the State Pollution Control Board or Member, ex-officio
Pollution Control Committee

9. One representative from Indian Institute of Technology or National Member,Ex-officio

Institute of Technology

10. Chief town planner of the state Member

11. Three representatives from the local bodies by rotation Member

12. Two representatives from census towns or urban agglomerations Member

by rotation.

13. One representative from reputed Non-Governmental Organisation Member

or Civil Society working for the waste pickers or informal recycler
or solid waste management

14. One representative from a body representing Industries at the State Member
or Central level

15. one representative from waste recycling industry member

16. Two subject experts Member

17. Co-opt one representative each from agriculture department, and Member
labour department of State Government.

(2) The State Level Advisory Body shall meet at least one in every six months to review the matters related to
implementation of these rules, state policy and strategy on solid waste management and give advice to state government
for taking measures that are necessary for expeditious and appropriate implementation of these rules.
(3) The copies of the review report shall be forwarded to the State Pollution Control Board or Pollution Control
Committee for necessary action.

24. Annual report.- (1) The operator of facility shall submit the annual report to the local body in Form-III on or before
the 30th day of April every year.
(2) The local body shall submit its annual report in Form-IV to State P Control Board or P Committee and the
Secretary-in-Charge of the Department of Urban Development of the concerned State or Union Territory in case of
metropolitan city and to the Director of Municipal Administration or Commissioner of Municipal Administration or
Officer in -Charge of Urban local bodies in the state in case of all other local bodies of state on or before the 30th day of
June every year
(3) Each State Pollution Control Board or Pollution Control Committee as the case may be, shall prepare and
submit the consolidated annual report to the Central Pollution Control Board and Ministry of Urban Development on the
implementation of these rules and action taken against non complying local body by the 31stday of July of each year in
Form-V.
(4) The Central Pollution Control Board shall prepare a consolidated annual review report on the status of
implementation of these rules by local bodies in the country and forward the same to the Ministry of Urban Development
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 65

and Ministry of Environment, Forest and Climate Change, along with its recommendations before the 31stday of August
each year.
(5) The annual report shall be reviewed by the Ministry of Environment, Forest and Climate Change during the
meeting of Central Monitoring Committee.
25. Accident reporting- In case of an accident at any solid waste processing or treatment or disposal facility or landfill
site, the Officer- in- charge of the facility shall report to the local body in Form-VI and the local body shall review and
issue instructions if any, to the in- charge of the facility.
SCHEDULE I
[see rule 15 (w),(zi), 16 (1) (b) (e), 16 (4)]
Specifications for Sanitary Landfills
(A) Criteria for site selection.-
(i) The department in the business allocation of land assignment shall provide suitable site for setting up of the
solid waste processing and treatment facilities and notify such sites.
(ii) The sanitary landfill site shall be planned, designed and developed with proper documentation of construction
plan as well as a closure planin a phased manner. In case a new landfill facility is being established adjoining an
existing landfill site, the closure plan of existing landfill should form a part of the proposal of such new landfill.
(iii) The landfill sites shall be selected to make use of nearby wastes processing facilities. Otherwise, wastes
processing facility shall be planned as an integral part of the landfill site.
(iv) Landfill sites shall be set up as per the guidelines of the Ministry of Urban Development, Government of India
and Central Pollution Control Board.
(v) The existing landfill sites which are in use for more than five years shall be improved in accordance with the
specifications given in this Schedule.
(vi) The landfill site shall be large enough to last for at least 20-25 years and shall develop ‘landfill cells’ in a phased
manner to avoid water logging and misuse.
(vii) The landfill site shall be 100 meter away from river, 200 meter from a pond, 200 meter from Highways,
Habitations, Public Parks and water supply wells and 20 km away from Airports or Airbase. However in a
special case, landfill site may be set up within a distance of 10 and 20 km away from the Airport/Airbase after
obtaining no objection certificate from the civil aviation authority/ Air force as the case may be. The Landfill
site shall not be permitted within the flood plains as recorded for the last 100 years, zone of coastal regulation,
wetland, Critical habitat areas, sensitive eco-fragile areas..
(viii) The sites for landfill and processing and disposal of solid waste shall be incorporated in the Town Planning
Department’s land-use plans.
(ix) A buffer zone of no development shall be maintained around solid waste processing and disposal facility,
exceeding five Tonnes per day of installed capacity. This will be maintained within the total area of the solid
waste processing and disposal facility. The buffer zone shall be prescribed on case to case basis by the local
body in consultation with concerned State Pollution Control Board.
(x) The biomedical waste shall be disposed of in accordance with the Bio-medical Waste Management Rules, 2016,
as amended from time to time . The hazardous waste shall be managed in accordance with the Hazardous and
Other Wastes (Management and Transboundary Movement) Rules, 2016, as amended from time to time. The E-
waste shall be managed in accordance with the e-Waste (Management ) Rules, 2016 as amended from time to
time.
(xi) Temporary storage facility for solid waste shall be established in each landfill site to accommodate the waste in
case of non- operation of waste processing and during emergency or natural calamities.
(B) Criteria for development of facilities at the sanitary landfills.-
(i) Landfill site shall be fenced or hedged and provided with proper gate to monitor incoming vehicles, to prevent
entry of unauthorised persons and stray animals
(ii) The approach and / internal roads shall be concreted or paved so as to avoid generation of dust particles due to
vehicular movement and shall be so designed to ensure free movement of vehicles and other machinery.
(iii) The landfill site shall have waste inspection facility to monitor waste brought in for landfilling h, office facility
for record keeping and shelter for keeping equipment and machinery including pollution monitoring equipment.
The operator of the facility shall maintain record of waste received, processed and disposed.
66 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

(iv) Provisions like weigh bridge to measure quantity of waste brought at landfill site, fire protection equipment and
other facilities as may be required shall be provided.
(v) Utilities such as drinking water and sanitary facilities (preferably washing/bathing facilities for workers) and
lighting arrangements for easy landfill operations during night hours shall be provided.
(vi) Safety provisions including health inspections of workers at landfill sites shall be carried out made.
(vii) Provisions for parking, cleaning, washing of transport vehicles carrying solid waste shall be provided. The
wastewater so generated shall be treated to meet the prescribed standards.
(C) Criteria for specifications for land filling operations and closure on completion of land filling.-
(i) Waste for land filling shall be compacted in thin layers using heavy compactors to achieve high density of the
waste. In high rainfall areas where heavy compactors cannot be used, alternative measures shall be adopted.
(ii) Till the time waste processing facilities for composting or recycling or energy recovery are set up, the waste
shall be sent to the sanitary landfill. The landfill cell shall be covered at the end of each working day with
minimum 10 cm of soil, inert debris or construction material..
(iii) Prior to the commencement of monsoon season, an intermediate cover of 40-65 cm thickness of soil shall be
placed on the landfill with proper compaction and grading to prevent infiltration during monsoon. Proper
drainage shall be constructed to divert run-off away from the active cell of the landfill.
(iv) After completion of landfill, a final cover shall be designed to minimise infiltration and erosion. The final cover
shall meet the following specifications, namely :--
a) The final cover shall have a barrier soil layer comprising of 60 cm of clay or amended soil with permeability
coefficient less than 1 x 10-7 cm/sec.
b) On top of the barrier soil layer, there shall be a drainage layer of 15 cm.
c) On top of the drainage layer, there shall be a vegetative layer of 45 cm to support natural plant growth and to
minimise erosion.
(D) Criteria for pollution prevention.-In order to prevent pollution from landfill operations, the following provisions
shall be made, namely:-
(i) The storm water drain shall be designed and constructed in such a way that the surface runoff water is diverted
from the landfilling site and leachates from solid waste locations do not get mixed with the surface runoff water.
Provisions for diversion of storm water discharge drains shall be made to minimise leachate generation and
prevent pollution of surface water and also for avoiding flooding and creation of marshy conditions.
(ii) Non-permeable lining system at the base and walls of waste disposal area. For landfill receiving residues of
waste processing facilities or mixed waste or waste having contamination of hazardous materials (such as
aerosols, bleaches, polishes, batteries, waste oils, paint products and pesticides) shall have liner of composite
barrier of 1.5 mm thick high density polyethylene (HDPE) geo-membrane or geo-synthetic liners, or equivalent,
overlying 90 cm of soil (clay or amended soil) having permeability coefficient not greater than 1 x 10-7 cm/sec.
The highest level of water table shall be at least two meter below the base of clay or amended soil barrier layer
provided at the bottom of landfills.
(iii) Provisions for management of leachates including its collection and treatment shall be made. The treated
leachate shall be recycled or utilized as permitted, otherwise shall be released into the sewerage line, after
meeting the standards specified in Schedule- II.. In no case, leachate shall be released into open environment.
(iv) Arrangement shall be made to prevent leachate runoff from landfill area entering any drain, stream, river, lake
or pond. In case of mixing of runoff water with leachate or solid waste, the entire mixed water shall be treated
by the concern authority.
(E) Criteria for water quality monitoring.-
(i) Before establishing any landfill site, baseline data of ground water quality in the area shall be collected and kept
in record for future reference. The ground water quality within 50 meter of the periphery of landfill site shall be
periodically monitored covering different seasons in a year that is, summer, monsoon and post-monsoon period
to ensure that the ground water is not contaminated.
(ii) Usage of groundwater in and around landfill sites for any purpose (including drinking and irrigation) shall be
considered only after ensuring its quality. The following specifications for drinking water quality shall apply for
monitoring purpose, namely :-
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 67

IS 10500:2012, Edition 2.2(2003-09)

S. No. Parameters
Desirable limit (mg/l except for pH)

(1) (2)` (3)

Arsenic 0.01

Cadmium 0.01

Chromium(as Cr6+ ) 0.05

Copper 0.05

Cyanide 0.05

Lead 0.05

Mercury 0.001

Nickel -

Nitrate as NO3 45.0

pH 6.5-8.5

Iron 0.3

Total hardness (as CaCO3) 300.0

Chlorides 250

Dissolved solids 500

Phenolic compounds (as 0.001

C6H5OH)

Zinc 5.0

Sulphate (as SO4) 200

(F) Criteria for ambient air quality monitoring.-

(i) Landfill gas control system including gas collection system shall be installed at landfill site to minimize odour,
prevent off-site migration of gases, to protect vegetation planted on the rehabilitated landfill surface. For
enhancing landfill gas recovery, use of geomembranes in cover systems along with gas collection wells should
be considered.
(ii) The concentration of methane gas generated at landfill site shall not exceed 25 per cent of the lower explosive
limit (LEL).
(iii) The landfill gas from the collection facility at a landfill site shall be utilized for either direct thermal applications
or power generation, as per viability. Otherwise, landfill gas shall be burnt (flared) and shall not be allowed to
escape directly to the atmosphere or for illegal tapping. Passive venting shall be allowed in case if its utilisation
or flaring is not possible.
(iv) Ambient air quality at the landfill site and at the vicinity shall be regularly monitored. Ambient air quality shall
68 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

meet the standards prescribed by the Central Pollution Control Board for Industrial area.
G. Criteria for plantation at landfill Site.- A vegetative cover shall be provided over the completed site in accordance
with the following specifications, namely:-
(a) Locally adopted non-edible perennial plants that are resistant to drought and extreme temperatures shall be
planted;
(b) The selection of plants should be of such variety that their roots do not penetrate more than 30 cms. This
condition shall apply till the landfill is stabilized;
(c) Selected plants shall have ability to thrive on low-nutrient soil with minimum nutrient addition;
(d) Plantation to be made in sufficient density to minimise soil erosion.
(e) Green belts shall be developed all around the boundary of the landfill in consultation with State Pollution
Control Boards or Pollution Control Committees .
H. Criteria for post-care of landfill site.- (1) The post-closure care of landfill site shall be conducted for at least fifteen
years and long term monitoring or care plan shall consist of the following, namely :-‘
(a) Maintaining the integrity and effectiveness of final cover, making repairs and preventing run-on and run-off
from eroding or otherwise damaging the final cover;
(b) Monitoring leachate collection system in accordance with the requirement;
(c) Monitoring of ground water in and around landfill;
(d) Maintaining and operating the landfill gas collection system to meet the standards.
(2) Use of closed landfill sites after fifteen years of post-closure monitoring can be considered for human settlement
or otherwise only after ensuring that gaseous emission and leachate quality analysis complies with the specified standards
and the soil stability is ensured.
I. Criteria for special provisions for hilly areas.-Cities and towns located on hills shall have location-specific
methods evolved for final disposal of solid waste by the local body with the approval of the concerned State Pollution
Control Board or the Pollution Control Committee. The local body shall set up processing facilities for utilisation of
biodegradable organic waste. The non-biodegradable recyclable materials shall be stored and sent for recycling
periodically. The inert and non-biodegradable waste shall be used for building roads or filling-up of appropriate areas on
hills. In case of constraints in finding adequate land in hilly areas, waste not suitable for road-laying or filling up shall be
disposed of in regional landfills in plain areas.
J. Closure and Rehabilitation of Old Dumps- Solid waste dumps which have reached their full capacity or those which
will not receive additional waste after setting up of new and properly designed landfills should be closed and
rehabilitated by examining the following options:
(i) Reduction of waste by bio mining and waste processing followed by placement of residues in new
landfills or capping as in (ii) below.
(i). Capping with solid waste cover or solid waste cover enhanced with geomembrane to enable collection
and flaring / utilisation of greenhouse gases.
(iii) Capping as in (ii) above with additional measures (in alluvial and other coarse grained soils) such as
cut-off walls and extraction wells for pumping and treating contaminated ground water.
(iv) Any other method suitable for reducing environmental impact to acceptable level.
SCHEDULE II
[see rule 16 (1), (b), (e), 16 (4) )
Standards of processing and treatment of solid waste
A. Standards for composting.- The waste processing facilities shall include composting as one of the technologies for
processing of bio degradable waste. In order to prevent pollution from compost plant, the following shall be
complied with namely :-
(a) The incoming organic waste at site shall be stored properly prior to further processing. To the extent possible,
the waste storage area should be covered. If, such storage is done in an open area, it shall be provided with
impermeable base with facility for collection of leachate and surface water run-off into lined drains leading to a
leachate treatment and disposal facility;
(b) Necessary precaution shall be taken to minimise nuisance of odour, flies, rodents, bird menace and fire hazard;
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 69

(c) In case of breakdown or maintenance of plant, waste intake shall be stopped and arrangements be worked out
for diversion of waste to the temporary processing site or temporary landfill sites which will be again
reprocessed when plant is in order;
(d) Pre-process and post-process rejects shall be removed from the processing facility on regular basis and shall not
be allowed to pile at the site. Recyclables shall be routed through appropriate vendors. The non-recyclable high
calorific fractions to be segregated and sent to waste to energy or for RDF production, co-processing in cement
plants or to thermal power plants. Only rejects from all processes shall be sent for sanitary landfill site(s).
(e) The windrow area shall be provided with impermeable base. Such a base shall be made of concrete or
compacted clay of 50 cm thick having permeability coefficient less than 10–7 cm/sec. The base shall be provided
with 1 to 2 per cent slope and circled by lined drains for collection of leachate or surface run-off;
(f) Ambient air quality monitoring shall be regularly carried out. Odurnuisance at down-wind direction on the
boundary of processing plant shall also be checked regularly.
(g) Leachate shall be re-circulated in compost plant for moisture maintenance.
(h) The end product compost shall meet the standards prescribed under Fertilizer Control Order notified from time
to time.
(i) In order to ensure safe application of compost, the following specifications for compost quality shall be met,
namely:-

Parameters Organic Compost Phosphate Rich

(FCO 2009) Organic Manure
(FCO 2013)

(1) (2) (3)

Arsenic (mg/Kg) 10.00 10.00

Cadmium (mg/Kg) 5.00 5.00

Chromium (mg/Kg) 50.00 50.00

Copper (mg/Kg) 300.00 300.00

Lead (mg/Kg) 100.00 100.00

Mercury (mg/Kg) 0.15 0.15

Nickel (mg/Kg) 50.00 50.00

Zinc (mg/Kg) 1000.00 1000.00

C/N ratio <20 Less than 20:1

pH 6.5-7.5 (1:5 solution) maximum 6.7

Moisture, percent by weight, 15.0-25.0 25.0

maximum

Bulk density (g/cm3) <1.0 Less than 1.6

Total Organic Carbon, per cent by 12.0 7.9

weight, minimum
70 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Total Nitrogen (as N), per cent by 0.8 0.4

weight, minimum

Total Phosphate (as P205) percent by 0.4 10.4

weight, minimum

Total Potassium (as K20), percent by 0.4 -

weight, minimum

Colour Dark brown to black -

Odour Absence of foul Odor -

Particle size Minimum 90% material should pass Minimum 90% material should pass
through 4.0 mm IS sieve through 4.0 mm IS sieve

Conductivity (as dsm-1), not more 4.0 8.2

than

* Compost (final product) exceeding the above stated concentration limits shall not be used for food crops. However, it
may be utilized for purposes other than growing food crops.
B. Standards for treated leachates.-The disposal of treated leachates shall meet the following standards, namely:-

Standards
( Mode of Disposal )
S. No Parameter
Inland surface
Public sewers Land disposal
water

(1) (2) (3) (4) (5)

1. Suspended solids, mg/l, max 100 600 200

2. Dissolved solids (inorganic) mg/l, max. 2100 2100 2100

3 pH value 5.5 to 9.0 5.5 to 9.0 5.5 to 9.0

4 Ammonical nitrogen (as N), mg/l, max. 50 50 -

5 Total Kjeldahl nitrogen (as N), mg/l, max. 100 - -

6 Biochemical oxygen demand (3 days at 270 C)

30 350 100
max.(mg/l)

7 Chemical oxygen demand, mg/l, max. 250 - -

8 Arsenic (as As), mg/l, max 0.2 0.2 0.2

9 Mercury (as Hg), mg/l, max 0.01 0.01 -

10 Lead (as Pb), mg/l, max 0.1 1.0 -

11 Cadmium (as Cd), mg/l, max 2.0 1.0 -

¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 71

12 Total Chromium (as Cr), mg/l, max. 2.0 2.0 -

13 Copper (as Cu), mg/l, max. 3.0 3.0 -

14 Zinc (as Zn), mg/l, max. 5.0 15 -

15 Nickel (as Ni), mg/l, max 3.0 3.0 -

16 Cyanide (as CN), mg/l, max. 0.2 2.0 0.2

17 Chloride (as Cl), mg/l, max. 1000 1000 600

18 Fluoride (as F), mg/l, max 2.0 1.5 -

19 Phenolic compounds (as C6H5OH) mg/l, max. 1.0 5.0 -

Note : While discharging treated leachates into inland surface waters, quantity of leachates being discharged and the
quantity of dilution water available in the receiving water body shall be given due consideration.
C. Standards for incineration: The Emission from incinerators /thermal technologies in Solid Waste
treatment/disposal facility shall meet the following standards, namely:-

Parameter Emission standard

(1) (2) (3)

Particulates 50 mg/Nm3 Standard refers to half hourly average value

HCl 50 mg/Nm3 Standard refers to half hourly average value

SO2 200 mg/Nm3 Standard refers to half hourly average value

CO 100 mg/Nm3 Standard refers to half hourly average value

50 mg/Nm3 Standard refers to daily average value

Total Organic Carbon 20 mg/Nm3 Standard refers to half hourly average value

HF 4 mg/Nm3 Standard refers to half hourly average value

NOx (NO and NO2 expressed 400 mg/Nm3 Standard refers to half hourly average value
as NO2 )

Total dioxins and furans 0.1 ng TEQ/Nm3 Standard refers to 6-8 hours sampling. Please refer
guidelines for 17 concerned congeners for toxic
equivalence values to arrive at total toxic
equivalence.

Cd + Th + their compounds 0.05 mg/Nm3 Standard refers to sampling time anywhere

between 30 minutes and 8 hours.

Hg and its compounds 0.05 mg/Nm3 Standard refers to sampling time anywhere
between 30 minutes and 8 hours.
72 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Sb + As + Pb + Cr + Co + Cu 0.5 mg/Nm3 Standard refers to sampling time anywhere

+ Mn + Ni + V + their between 30 minutes and 8 hours.
compounds

Note.- All values corrected to 11% oxygen on a dry basis.

Note:
(a) Suitably designed pollution control devices shall be installed or retrofitted with the incinerator to
achieve the above emission limits..
(b) Waste to be incinerated shall not be chemically treated with any chlorinated disinfectants.
(c) Incineration of chlorinated plastics shall be phased out within two years.
(d) if the concentation of toxic metals in incineration ash exceeds the limits specified in the Hazardous Waste
(Management, Handling and Trans boundary Movement) Rules, 2008, as amended from time to time, the ash
shall be sent to the hazardous waste treatment, storage and disposal fcaility.
(e) Only low sulphur fuel like LDO, LSHS, Diesel, bio-mass, coal, LNG, CNG, RDF and bio-gas shall
be used as fuel in the incinerator.
(f) The CO2 concentration in tail gas shall not be more than 7%.
(g) All the facilities in twin chamber incinerators shall be designed to achieve a minimum temperature of
9500C in secondary combustion chamber and with a gas residence time in secondary combustion chamber not
less than 2 (two) seconds.
(h) Incineration plants shall be operated (combustion chambers) with such temperature, retention time
and turbulence, as to achieve total Organic Carbon (TOC) content in the slag and bottom ash less than 3%, or
the loss on ignition is less than 5% of the dry weight.
(i) Odour from sites shall be managed as per guidelines of CPCB issued from time to time
FORM – I
[see rule 15 (y) 16 (1) (c), 21(3) ]
Application for obtaining authorisation under solid waste management rules
for processing/recycling/treatment and disposal of solid waste
To,
The Member Secretary,
State Pollution Control Board or Pollution Control Committee,
of….....
Sir,
I/We hereby apply for authorisation under the Solid Waste Management Rules, 2016 for processing,
recycling, treatment and disposal of solid waste.

1. Name of the local body/agency appointed by them/ operator of facility

2. Correspondence address
Telephone No.
Fax No. ,e-mail:
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 73

3. Nodal Officer & designation(Officer authorised by the local body or

agency responsible for operation of processing/ treatment or disposal
facility)

4. Authorisation required for setting up and operation of the facility waste processing
(Please tick mark)
recycling
treatment
disposal at landfill

5. Attach copies of the Documents

Site clearance (local body)
Proof of Environmental Clearance
Consent for establishment
Agreement between municipal authority and operating agency
Investment on the project and expected return

6. Processing/recycling/treatment of solid waste

(i) Total Quantity of waste to be processed per day
Quantity of waste to be recycled
Quantity of waste to be treated
Quantity of waste to be disposed into landfill
(ii)Utilisation programme for waste processed (Product utilisation)
(iii)Methodology for disposal (attach details)
Quantity of leachate
Treatment technology for leachate
(iv)Measures to be taken for prevention and control of environmental
pollution
(v)Measures to be taken for safety of workers working in the plant
(vi)Details on solid waste processing/recycling/ treatment/disposal
facility (to be attached)

7. Disposal of solid waste

Number of sites identified
Quantity of waste to be disposed per day
Details of methodology or criteria followed for site selection (attach)
Details of existing site under operation
Methodology and operational details of landfilling
Measures taken to check environmental pollution

8 Any other information.

Date: Signature:
Place: Designation
74 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Form- II
[see rule 16 (1) (e) ]
Format for issue of authorisation
File No.: _________________
Dated:____________________
Authorisation No____________
To
Ref: Your application number _____________________dt. ____________
The ________________State Pollution Control Board/Pollution Control Committee after examining the proposal hereby
authorises_________________ having administrative office at _______________________________________to set up
and operate waste processing/recycling/ treatment/disposal facility at________________________________
The authorisation is hereby granted to operate the facility for processing, recycling, treatment and disposal of solid waste.
The authorisation is subject to the terms and conditions stated below and such conditions as may be otherwise specified
in these rules and the standards laid down in Schedules I and II under these rules.
The _________________State Pollution Control Board/Pollution Control Committees of the UT may, at
any time, revoke any of the conditions applicable under the authorisation and shall communicate the same in writing.
Any violation of the provision of the Solid Waste Management Rules, 2016will attract the penal provision of the
Environment (Protection) Act, 1986 (29 of 1986).
(Member Secretary)
State Pollution Control Board/Pollution Control Committee of the UT
(Signature and designation)
Date:
Place:
Form – III
[see rule 19 (6), 24 (1) ]
Format of annual report to be submitted by the operator of facility to the local body

1 Name of the City/Town and State

2 Population

3 Area in sq. kilometers

4 Name & Address of the local body

Telephone No.
Fax No.
E-mail:

5 Name and address of operator of the facility

6 Name of officer in-charge of the facility

Phone No:
Fax No:
E-mail:
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 75

7 Number of households in the city/town ,

Number of non-residential premises in the city
Number of election/ administrative wards in the city/town

8 Quantity of Solid waste

Estimated Quantity of solid waste generated in the local body area /tpd
per day in metric tones

Quantity of solid waste collected per day /tpd

Per capita waste collected per day /gm/day

Quantity of solid waste processed /tpd

Quantity of solid waste disposed at landfill /tpd

9 Status of Solid Waste Management (SWM) service

Segregation and storage of waste at source

Whether solid waste is stored at source in domestic/commercial/
Yes/No
institutional bins If yes,
Percentage of households practice storage of waste at source in %
domestic bins
Percentage of non-residential premises practice storage of waste %
at source in commercial /institutional bins
Percentage of households dispose of throw solid waste on the %
streets
Percentage of non-residential premises dispose of throw solid %
waste on the streets
Whether solid waste is stored at source in a segregated form Yes/No
If yes, Percentage of premises segregating the waste at source %

Door to Door Collection of solid waste

Whether door to door collection (D2D) of solid waste is being Yes/No

done in the city/town

if yes

Number of wards covered in D2D collection of waste

No. of households covered

No. of non-residential premises including commercial

establishments ,hotels, restaurants educational institutions/
offices etc covered
76 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Percentage of residential and non-residential premises covered in

door to door collection through :
%
Motorized vehicle
%
Containerized tricycle/handcart
%
Other device

If not, method of primary collection adopted

Sweeping of streets

Length of roads, streets, lanes, bye-lanes in the city that need to

be cleaned
km

Frequency of street sweepings and percentage of population frequency Daily Alternate Twice Occasionally
covered
days a
week

% of
population
covered

Tools used
%
Manual sweeping
%
Mechanical sweeping
Yes/No
Whether long handle broom used by sanitation workers
Whether each sanitation worker is given handcart/tricycle for Yes/No
collection of waste
Yes/No
Whether handcart / tricycle is containerized
Whether the collection tool synchronizes with collection/ waste Yes/No
storage containers utilized

. Secondary Waste Storage facilities

No. and type of waste storage depots in the city/town No. Capacity in m3
Open waste storage sites
Masonry bins
Cement concrete cylinder bins
Dhalao/covered rooms/space
Covered metal/plastic containers
Upto 1.1 m3 bins
2 to 5 m3 bins
Above 5m3 containers
Bin-less city

Bin/ population ratio

¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 77

Ward wise details of waste storage depots (attach) :

Ward No:
Area:
Population:
No. of bins placed
Total volume of bins placed

Total storage capacity of waste storage facilities in cubic meters

Total waste actually stored at the waste storage depots daily

Give frequency of collection of waste from the depots Frequency No. of bins
Number of bins cleared
Daily

Alternate day

Twice a week

Once a week

Occasionally

Whether storage depots have facility for storage of segregated Yes/ No

waste in green, blue and black bins
(if yes, add details)
No. of green bins:
No. of blue bins:
No. of black bins:

Whether lifting of solid waste from storage depots is manual or (%) of Manual Lifting
mechanical. Give percentage of SOLID WASTE
%

(%) of Mechanical
lifting
%

If mechanical – specify the method used front-end loaders/ Top loaders

Whether solid waste is lifted from door to door and transported to Yes/ No
treatment plant directly in a segregated form
(if yes, specify)
78 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Waste Transportation per day No. Trips made

Type and Number of vehicles used (pl tick or add) waste
transported
Animal cart
Tractors
Non tipping Truck
Tipping Truck
Dumper Placers
Refuse collectors
Compactors
Others
JCB/loader

Frequency of transportation of waste Frequency (%) of waste transported

Daily
Alternate day
Twice a week
Once a week
Occasionally

Quantity of waste transported each day /tpd

Percentage of total waste transported daily %

Waste Treatment Technologies used

Whether solid waste is processed Yes/No

If yes, Quantity of waste processed daily /tpd

Land(s) available with the local body for waste processing (in
Hectares)

Land currently utilized for waste processing

Solid waste processing facilities in operation

Solid waste processing facilities under construction

Distance of processing facilities from city/town boundary

Details of technologies adopted

¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 79

Composting , Qty. raw material processed

Qty. final product produced
Qty. sold
Qty. of residual waste landfilled

vermi composting Qty. raw material processed

Qty. final product produced
Qty. sold
Quantity of residual waste landfilled

Bio-methanation Qty. raw material processed

Qty. final product produced
Qty. sold
Quantity of residual waste landfilled

Refuse Derived Fuel Qty. raw material processed

Qty. final product produced
Qty. sold Quantity of residual waste
landfilled

Waste to Energy technology Qty. raw material processed

such as incineration, gasification, pyrolysis or any other Qty. final product produced
technology ( give detail)
Qty. sold Quantity of residual waste
landfilled

Co-processing Qty. raw material processed

Combustible waste supplied to cement plant

Combustible waste supplied to solid waste based power plants

Others Qty.

Solid waste disposal facilities

No. of dumpsites sites available with the local body

No. of sanitary landfill sites available with the local body

Area of each such sites available for waste disposal

Area of land currently used for waste disposal

Distance of dumpsite/landfill facility from city/town kms

Distance from the nearest habitation kms

Distance from water body kms

80 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Distance from state/national highway kms

Distance from Airport kms

Distance from important religious places or historical monument kms

Whether it falls in flood prone area Yes/No

Whether it falls in earthquake fault line area Yes/No

Quantity of waste landfilled each day tpd

Whether landfill site is fenced Yes / No

Whether Lighting facility is available on site Yes / No

Whether Weigh bridge facility available Yes / No

Vehicles and equipments used at landfill (specify) Bulldozer, Compacters etc. available

Manpower deployed at landfill site Yes/No (if yes, attach details)

Whether covering is done on daily basis Yes/No

If not, Frequency of covering the waste deposited at the landfill

Cover material used

Whether adequate covering material is available Yes/No

Provisions for gas venting provided Yes/No, (if yes, attach technical data sheet)

Provision for leachate collection Yes/No, (if yes, attach technical data sheet)

10 Whether an Action Plan has been prepared for improving solid Yes/No
waste management practices in the city
(if Yes attach Action Plan details)

11 What separate provisions are made for : Attach details on Proposals,

Dairy related activities : Steps taken,
Slaughter houses waste : Yes/No
C&D waste (construction debris) : Yes/No
Yes/No

12 Details of Post Closure Plan Attach Plan

13 How many slums are identified and whether these are provided Yes/ No
with Solid Waste Management facilities :
(if Yes, attach details)

14 Give details of manpower deployed for collection including street

sweeping, secondary storage, transportation, processing and
disposal of waste
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 81

15 Mention briefly, the difficulties being experienced by the local

body in complying with provisions of these rules

16 Mention briefly, if any innovative idea is implemented to tackle a

problem related to solid waste, which could be replicated by other
local bodies.

Signature of Operator
Dated :
Place:
Form – IV
[see rules 15(za), 24(2)]
Format for annual report on solid waste management to be submitted by the local body

CALENDAR DATE OF SUBMISSION OF REPORT:

YEAR:

1 Name of the City/Town and State

2 Population

3 Area in sq. kilometers

4 Name & Address of local body

Telephone No.
Fax No.
E-mail:

5 Name of officer in-charge dealing with solid waste management (SOLID

WASTEM)Phone No:
Fax No:
E-mail:

6 Number of households in the city/town

Number of non-residential premises in the city
Number of election/ administrative wards in the city/town

7 Quantity of Solid waste (solid waste)

Estimated Quantity of solid waste generated in the local body area per day in metric /tpd
tones

Quantity of solid waste collected per day /tpd

82 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Per capita waste collected per day /gm/day

Quantity of solid waste processed /tpd

Quantity of solid waste disposed at dumpsite/ landfill /tpd

8 Status of Solid Waste Management service

Segregation and storage of waste at source

Whether SOLID WASTE is stored at source in domestic/commercial/ institutional Yes/No
bins, If yes,
Percentage of households practice storage of waste at source in domestic bins %
Percentage of non-residential premises practice storage of waste at source in
commercial /institutional bins %

Percentage of households dispose or throw solid waste on the streets %

Percentage of non-residential premises dispose of throw solid waste on the streets %
Whether solid waste is stored at source in a segregated form, If yes,
Yes/No
Percentage of premises segregating the waste at source
%

Door to Door Collection of solid waste

Whether door to door collection (D2D) of solid waste is being done in the city/town Yes/No

if yes

Number of wards covered in D2D collection of waste

No. of households covered

No. of non-residential premises including commercial establishments ,hotels,

restaurants educational institutions/ offices etc covered

Percentage of residential and non-residential premises covered in door to door

collection through :
Motorized vehicle
%
Containerized tricycle/handcart
%
Other device
%

If not, method of primary collection adopted

Sweeping of streets

Length of roads, streets, lanes, bye-lanes in the city that need to be cleaned km
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 83

Frequency of street sweepings and percentage of frequency Daily Alternate Twice Occasionally
population covered
days a week

% of
population
covered

Tools used
Manual sweeping %
Mechanical sweeping %
Whether long handle broom used by sanitation Yes/No
workers
Whether each sanitation worker is given Yes/No
handcart/tricycle for collection of waste
Whether handcart / tricycle is containerized Yes/No
Whether the collection tool synchronizes with
collection/ waste storage containers utilized Yes/No

. Secondary Waste Storage facilities

No. and type of waste storage depots in the No. Capacity in m3

city/town
Open waste storage sites
Masonry bins
Cement concrete cylinder bins
Dhalao/covered rooms/space
Covered metal/plastic containers
Upto 1.1 m3 bins
2 to 5 m3 bins
Above 5m3 containers
Bin-less city

Bin/ population ratio

Ward wise details of waste storage depots (attach) :

Ward No:
Area:
Population:
No. of bins placed
Total volume of bins placed

Total storage capacity of waste storage facilities in

cubic meters

Total waste actually stored at the waste storage

depots daily
84 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Give frequency of collection of waste from the Frequency No. of bins

depots
Number of bins cleared

Daily

Alternate day

Twice a week

Once a week

Occasionally

Whether storage depots have facility for storage Yes/ No

of segregated waste in green, blue and black bins
(if yes, add details)
No. of green bins:
No. of blue bins:
No. of black bins:

Whether lifting of solid waste from storage depots

is manual or mechanical. Give percentage
%
(%) of Manual Lifting of solid waste
%
(%) of Mechanical lifting

If mechanical – specify the method used front-end loaders/ Top loaders

Whether solid waste is lifted from door to door and Yes/ No

transported to treatment plant directly in a
(if yes, specify)
segregated form

Waste transportation per day No. Trips made waste

Type and Number of vehicles used transported

Animal cart
Tractors
Non tipping Truck
Tipping Truck
Dumper Placers
Refuse collectors
Compactors
Others
JCB/loader
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 85

Frequency of transportation of waste Frequency (%) of waste transported

Daily
Alternate day
Twice a week
Once a week
Occasionally

Quantity of waste transported each day /tpd

Percentage of total waste transported daily %

Waste Treatment Technologies used

Whether solid waste is processed

Yes/No

If yes, Quantity of waste processed daily /tpd

Whether treatment is done by local body or

through an agency

Land(s) available with the local body for waste

processing (in Hectares)

Land currently utilized for waste processing

Solid waste processing facilities in operation

Solid waste processing facilities under construction

Distance of processing facilities from city/town

boundary

Details of technologies adopted

Composting , Qty. raw material processed

Qty. final product produced
Qty. sold
Quantity of residual waste landfilled

Vermi composting Qty. raw material processed

Qty. final product produced
Qty. sold
Quantity of residual waste landfilled

Bio-methanation Qty. raw material processed

Qty. final product produced
Qty. sold
Quantity of residual waste landfilled
86 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Refuse Derived Fuel Qty. raw material processed

Qty. final product produced
Qty. sold Quantity of residual waste landfilled

Waste to Energy technology Qty. raw material processed

such as incineration, gasification, pyrolysis or any Qty. final product produced
other technology ( give detail)
Qty. sold Quantity of residual waste landfilled

Co-processing Qty. raw material processed

Combustible waste supplied to cement plant

Combustible waste supplied to solid waste based

power plants

Others Qty.

Solid waste disposal facilities

No. of dumpsites sites available with the local

body

No. of sanitary landfill sites available with the

local body

Area of each such sites available for waste disposal

Area of land currently used for waste disposal

Distance of dumpsite/landfill facility from

city/town
kms

Distance from the nearest habitation kms

Distance from water body kms

Distance from state/national highway kms

Distance from Airport kms

Distance from important religious places or kms

historical monument

Whether it falls in flood prone area Yes/No

Whether it falls in earthquake fault line area Yes/No

Quantity of waste landfilled each day tpd

Whether landfill site is fenced Yes / No

Whether Lighting facility is available on site Yes / No

¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 87

Whether Weigh bridge facility available Yes / No

Vehicles and equipments used at landfill (specify) Bulldozer, Compacters etc. available

Manpower deployed at landfill site Yes/No

(if yes, attach details)

Whether covering is done on daily basis Yes/No

If not, Frequency of covering the waste deposited

at the landfill

Cover material used

Whether adequate covering material is available Yes/No

Provisions for gas venting provided Yes/No

(if yes, attach technical data sheet)

Provision for leachate collection Yes/No

(if yes, attach technical data sheet)

9 Whether an Action Plan has been prepared for Yes/No

improving solid waste management practices in the
(if Yes attach Action Plan details)
city

10 What separate provisions are made for : Attach details on Proposals,Steps taken,
Dairy related activities : Yes/No
Slaughter houses waste : Yes/No
C&D waste (construction debris) : Yes/No

11 Details of Post Closure Plan Attach Plan

12 How many slums are identified and whether these Yes/ No

are provided with Solid Waste Management
(if Yes, attach details)
facilities :

13 Give details of:

Local body’s own manpower deployed for
collection including street sweeping, secondary
storage, transportation, processing and disposal of
waste

14 Give details of:

Contractor/ concessionaire’s manpower deployed
for collection including street sweeping, secondary
storage, transportation, processing and disposal of
waste

15 Mention briefly, the difficulties being experienced

by the local body in complying with provisions of
these rules
88 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

16 Mention briefly, if any innovative idea is

implemented to tackle a problem related to solid
waste, which could be replicated by other local
bodies

Signature of CEO/Municipal Commissioner/

Executive Officer/Chief Officer
Date:
Place:
Form – V
[see rule 24(3)]
Format of annual report to be submitted by the state pollution control board or pollution control committee
committees to the central pollution control board
PART A
To,

The Chairman
Central Pollution Control Board
Parivesh Bhawan, East Arjun Nagar
DELHI- 110 0032

1. Name of the State/Union territory :

2. Name & address of the State Pollution Control :

3. Number of local bodies responsible for management of :

solid waste in the State/Union territory under these rules

4. No. of authorisation application Received :

5. A Summary Statement on progress made by local body : Please attach as Annexure-I

in respect of solid waste management

6. A Summary Statement on progress made by local bodies : Please attach as Annexure-II

in respect of waste collection, segregation,
transportation and disposal

7. A summary statement on progress made by local bodies : Please attach as Annexure-III

in respect of implementation of Schedule II
¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 89

Date: ……………………. Chairman or the Member Secretary

Place: ………………….. State Pollution Control Board/
Pollution Control Committee

PART B
Towns/cities
Total number of towns/cities
Total number of ULBs
Number of class I & class II cities/towns
Authorisation status (names/number)
Number of applications received
Number of authorisations granted
Authorisations under scrutiny
SOLID WASTE Generation status
Solid waste generation in the state (TPD)
collected
treated
landfilled
Compliance to Schedule I of SW Rules (Number/names of towns/capacity)
Good practices in cities/towns
House-to-house collection
Segregation
Storage
Covered transportation
Processing of SW (Number/names of towns/capacity)
Solid Waste processing facilities setup:

Sl. No. Composting Vermi-composting Biogas RDF/Pelletization

Processing facility operational:

Sl. No. Composting Vermi-composting Biogas RDF/Pelletization

Processing facility under installation/planned:

Sl. No. Composting Vermi-composting Biogas RDF/Pelletisation

90 THE GAZETTE OF INDIA : EXTRAORDINARY [PART II—SEC. 3(ii)]

Waste-to-Energy Plants: (Number/names of towns/capacity)

Sl. No. Plant Location Status of operation Power generation (MW) Remarks

Disposal of solid waste (number/names of towns/capacity):

Landfill sites identified
Landfill constructed
Landfill under construction
Landfill in operation
Landfill exhausted
Landfilled capped
Solid Waste Dumpsites (number/names of towns/capacity):
Total number of existing dumpsites
Dumpsites reclaimed/capped
Dumpsites converted to sanitary landfill
Monitoring at Waste processing/Landfills sites

Sl. No. Name of Ambient air Groundwater Leachate quality Compost quality VOCs
facilities

1.

2.

3.

Status of Action Plan prepared by Municipalities

Total number of municipalities:
Number of Action Plan submitted:
Form – VI
[see rule 25]
Accident Reporting

1. Date and time of accident :

2. Sequence of events leading to accident :

3. The waste involved in accident :

¹Hkkx IIµ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 91

4. Assessment of the effects of the accidents on human health :

and the environment

5. Emergency measures taken :

6. Steps taken to alleviate the effects of accidents :

7. Steps taken to prevent the recurrence of such an accident :

Date: …………… Signature:…….…………………

Place: …………… Designation: ……………………

[F. No. 18-3/2004-HSMD]

BISHWANATH SINHA, Jt. Secy.

Uploaded by Dte. of Printing at Government of India Press, Ring Road, Mayapuri, New Delhi-110064
and Published by the Controller of Publications, Delhi-110054.
Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No. 7
ESTIMATES BACKUP
 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Main Gate

Sl.
Description of Item Units Qty. Rate Amount Remarks
No.
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 13.87 97.40 1,351.13
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 8.67 296.80 2,573.26

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 0.87 4,295.30 3,724.03

metal with concrete mixture. All work up to
plinth level.
4 Supply and placing of the Ready Mix (RMC) -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

Abstract_Main Gate Page 1 of 3

 1 2 3 4 5 6 7
a) Foundations, Plinth, Pedestals (Below Plinth) cum 2.93 5,504.70 16,101.25

b) Columns, Lintels, RCC Walls / Water Tanks In cum 0.92 6,911.40 6,349.85
Buildings
5 Supplying, fitting and placing HYSD bar kg 307.50 55.10 16,943.25
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

6 Hire charges for Centering & Scaffolding - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

a) Footings cum 2.03 1,070.30 2,167.36

b) Pedestals cum 0.90 1,558.00 1,402.20
c) Columns cum 0.92 3,098.60 2,846.84
7 Providing external cement plaster 20 mm thick 10 sqm 8.24 3,794.00 3,127.20
in 2 coats with cement mortar base coat in
CM (1:6), 16 mm thick and top coat in CM
(1:4), 4 mm thick with Debora sponge finishing
to concrete or brick surfaces, in all positions
including scaffolding and curing complete.

8 Painting to new walls with 2 coats of water 10 sqm 8.24 1,152.70 950.11
proof cement paint of approved brand and
shade over a base coat of approved cement
primer grade I making 3 coats in all to give
an even shade after thoroughly brushing the
surface to remove all dirt and remains of loose
powdered materials, including cost and
conveyance of all materials to work site and
all operational, incidental, labour charges etc.
complete for finished item of work as per SS
912 for internal walls

9 Filling with useful available excavated earth cum 10.08 272.60 2,747.81
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

10 Removal of unsuitable / Unserviceable soil cum 3.79 78.70 298.43

including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

Abstract_Main Gate Page 2 of 3

 1 2 3 4 5 6 7
11 Supplying, fitting and placing of Structural kg 750.00 83.00 62,250.00
steel plate / flats complete as per drawings
and technical specifications including over
laps and wastage, welding,. Etc. complete.

Total Amount in INR : 122,832.71

Say : 122,835.00

Abstract_Main Gate Page 3 of 3

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract for Scale Room (3.46 x 4.46 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No.
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 16.46 97.40 1,603.05
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 39.18 296.80 11,629.81

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 2.78 4,295.30 11,946.00

metal with concrete mixture. All work up to
plinth level.
4 Plain Cement concrete (1:2:4) using 20 mm cum 2.35 5,339.10 12,531.94
metal with concrete mixture. All work up to
plinth level.

Abstract_Scale Room Page 1 of 5

 1 2 3 4 5 6 7
5 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

a) Foundations, Plinth, Pedestals (Below Plinth) cum 3.36 5,504.70 18,481.70

b) Columns, Lintels, RCC Walls / Water Tanks In cum 1.50 6,911.40 10,381.46
Buildings
c) RCC Slabs, Beams cum 3.91 4,871.50 19,026.48
6 Supplying, fitting and placing HYSD bar kg 701.22 55.10 38,636.96
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

7 Hire charges for Centering & Scaffolding - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

a) Footings cum 2.02 1,070.30 2,157.72

b) Pedestals cum 0.38 1,558.00 584.94
c) Plinth Beams cum 0.97 3,336.10 3,222.67
d) Lintels cum 0.30 3,218.80 966.12
e) Chajjas - Sunshades sqm 6.32 551.40 3,486.23
f) Columns cum 0.81 3,098.60 2,511.19
g) Beams cum 0.74 4,548.30 3,368.47
h) Slabs - Up To 150 mm thk. sqm 28.85 516.40 14,899.38
8 23 cm wide Brick masonry for below & above cum 7.29 5,077.20 37,013.14
plinth, super-structure on ground floor in cm
(1:6) using second class traditional size bricks
including cost of all materials, seigniorage
charges, labour and all operations for
constructing brick masonry, mixing cement
mortar, curing etc., complete for finished item
of work.
Brick Masonry in CM (1:6) with 2nd class Bricks
traditional size 23 x 11 x 7 cms
9 11.5 cm wide Brick masonry for super-structure sqm 6.19 648.20 4,013.65
on ground floor in cm (1:3) using second class
traditional size bricks including cost of all
materials, seigniorage charges, labour and all
operations for constructing half brick masonry,
mixing cement mortar, curing etc., complete
for finished item of work, but excluding
conveyance charges of materials.

Abstract_Scale Room Page 2 of 5

 1 2 3 4 5 6 7
10 Construction of Coursed Rubble Masonry with cum 3.78 4,189.00 15,834.42
hard stone in foundation, plinth & super
structure up to +2.10m level including cost of
all materials, seigniorage charges, labour and
all operations for constructing masonry,
mixing cement mortar, curing etc., complete
for finished item of work.
CRS Masonry in CM (1:6)

11 Providing cement plaster 15 mm thick for 10 sqm 31.74 2,173.50 6,898.69

internal a single coat in cement mortar 1:4
without neeru finish to concrete or brick
surfaces, in all positions including scaffolding
and curing complete.
12 Providing external cement plaster 20 mm thick 10 sqm 62.29 3,794.00 23,634.27
in 2 coats with cement mortar base coat in
CM (1:6), 16 mm thick and top coat in CM
(1:4), 4 mm thick with Debora sponge finishing
to concrete or brick surfaces, in all positions
including scaffolding and curing complete.

13 Providing cement plaster 12 mm thick in a 10 sqm 40.39 1,389.50 5,612.87

single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding and
curing complete.

14 Providing impervious coat to exposed RCC 10 sqm 26.38 4,227.60 11,150.55

roof slab surface with CM(1:3), 20mm thick
with 1kg of water proof compound per bag of
cement laid over roof when it is green
including cost of all materials, seigniorage
charges, excluding conveyance charges of
materials and including all operational,
incidental and labour charges for mixing
mortar, laying, rendering smooth and thread
lining, curing, rounding off junctions of wall
and slab etc.,, complete for finished item of
work

15 Painting to new walls with 2 coats of ready 10 sqm 31.74 1,181.90 3,751.35
mixed oil bound washable distemper of
approved brand and shade over a base coat
of appropriate primer of approved brand,
making 3 coats in all to give an even shade
after thoroughly brushing the surface to
remove all dirt and remains of loose
powdered materials, including cost and
conveyance of all materials to work site and
all operational, incidental, labour charges etc.
complete for finished item of work as per SS
911 for internal walls

Abstract_Scale Room Page 3 of 5

 1 2 3 4 5 6 7
16 Painting to new walls with 2 coats of water 10 sqm 62.29 1,152.70 7,180.61
proof cement paint of approved brand and
shade over a base coat of approved cement
primer grade I making 3 coats in all to give
an even shade after thoroughly brushing the
surface to remove all dirt and remains of loose
powdered materials, including cost and
conveyance of all materials to work site and
all operational, incidental, labour charges etc.
complete for finished item of work as per SS
912 for internal walls

17 White washing two coats with lime of 10 sqm 40.39 276.80 1,118.13
approved quality to give an even shade after
thoroughly brushing the surface to remove all
dirt and remains of loose powdered materials
including cost of all materials, labour charges
and incidental such as scaffolding, lift charges
etc., complete for finished item of work, but
excluding conveyance charges of materials

18 Flooring with vitrified tiles of 1st quality, set over 10 sqm 15.28 11,062.40 16,906.67
base coat of cement mortar (1:8), 12 mm
thick over CC bed already laid or RCC roof
slab, including neat cement slurry of honey
like consistency spread @ 3.3.kgs per sqm &
jointed neatly with white cement paste to full
depth mixed with pigment of matching
shade, including cost of all materials like
cement, sand water and tiles etc., complete,
including seigniorage charges, etc., complete
for finished item of work, but excluding the
cost of conveyance of all materials.

19 Supply and Fixing of Doors sqm 2.10 6,597.00 13,853.70

20 Supply and Fixing of Windows sqm 6.48 6,597.00 42,748.56
21 Supply and Fixing of PVC 110mm dia Rain rmt 3.45 650.80 2,245.26
Water Pipe
22 Filling with useful available excavated earth cum 11.56 272.60 3,150.48
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

Abstract_Scale Room Page 4 of 5

 1 2 3 4 5 6 7
23 Removal of unsuitable / Unserviceable soil cum 4.90 78.70 385.73
including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

Grand Total Amount in INR : 350,932.20

Total area in sqm : 15.43
Per sqm cost in INR : 22,741.10

Abstract_Scale Room Page 5 of 5

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Weigh Bridge Platform (18.00 x 3.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No.
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 49.09 97.40 4,781.30
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 56.49 296.80 16,767.24

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 9.78 4,295.30 41,988.02

metal with concrete mixture. All work up to
plinth level.
4 Supply and placing of the Ready Mix (RMC) -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

Abstract_Weigh Bridge Platform Page 1 of 3

 1 2 3 4 5 6 7
a) Foundations, Plinth, Pedestals (Below Plinth) cum 13.50 5,504.70 74,313.45

b) Columns, Lintels, RCC Walls / Water Tanks In cum 7.65 6,911.40 52,872.21
Buildings
c) RCC Slabs, Beams cum - 4,871.50 -
5 Supplying, fitting and placing HYSD bar kg 2,115.00 55.10 116,536.50
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

6 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

a) Footings cum 8.10 1,070.30 8,669.43

b) Pedestals cum 5.40 1,558.00 8,413.20
c) Plinth Beams cum 7.65 3,336.10 25,521.17
7 23 cm wide Brick masonry for below & above cum 3.18 5,077.20 16,127.29
plinth, super-structure on ground floor in cm
(1:6) using second class traditional size bricks
including cost of all materials, seigniorage
charges, labour and all operations for
constructing brick masonry, mixing cement
mortar, curing etc., complete for finished item
of work.
Brick Masonry in CM (1:6) with 2nd class Bricks
traditional size 23 x 11 x 7 cms
8 Plastering -
a) Providing external cement plaster 20 mm thick 10 sqm 30.51 3,794.00 11,573.79
in 2 coats with cement mortar base coat in
CM (1:6), 16 mm thick and top coat in CM
(1:4), 4 mm thick with Debora sponge finishing
to concrete or brick surfaces, in all positions
including scaffolding and curing complete.

9 Supplying, fitting and placing of structural kg 34.26 78.90 2,703.11

steel angle / channel / beam / bars complete
as per drawings and technical specifications
including over laps and wastage, welding,.
Etc. complete.
10 Backfilling -
a) Filling with useful available excavated earth cum 34.36 272.60 9,367.23
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

Abstract_Weigh Bridge Platform Page 2 of 3

 1 2 3 4 5 6 7
b) Earth filling (ordinary soil) Barrowed soil: cum 6.55 593.10 3,882.32
Filling with approved material obtained from
borrow pits (excluding rock) in trenches, sides
of foundations and basement with initial lead
in layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work.

Grand Total Amount in INR : 393,516.25

Total area in sqm : 54.00
Per sqm cost in INR : 7,287.30

Abstract_Weigh Bridge Platform Page 3 of 3

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Detailed Estimate for DG Platform (6.00 x 5.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 4.84 97.40 471.03
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Filling with sand in trenches, sides of cum 4.84 1,085.90 5,251.41

foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work.
3 Plain Cement concrete (1:4:8) using 40 mm cum 3.00 4,295.30 12,885.90
metal with concrete mixture. All work up to
plinth level.
4 Flooring with 50 mm thick Cement Concrete sqm 30.00 567.40 17,022.00
1:2:4, using 20mm metal, 50 mm thick and 20
mm Cement Concrete surface (Ellis Pattern,
1st Sort)

Total Amount in INR : 35,630.34

Total area in sqm : 30.00
Per sqm cost in INR : 1,187.70

Abstract_Dg Platform Page 1 of 1

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Parking area (10.00 x 10.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 78.03 97.40 7,600.12
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Laying brick soling layer on prepared sub- sqm 104.04 474.90 49,408.60
grade with brick on end edging according to
lines, graded and cross-section shown on the
drawing filling joints with sand and earth,
spreading 25 mm thick layer of sand over
brick soling, watering and rolling the same
with three wheel road roller 80-100 kN as per
Technical Specification Clause 412 MORD

3 Flooring with Cement Concrete 1:2:4, using sqm 100.00 997.80 99,780.00
20mm metal, 100mm thick and plastered over
with 12 mm thick in CM(1:3)

Total amount in INR : 156,788.72

Total area in sqm : 100.00
Per sqm cost in INR : 1,567.90

Absrract_Parking area Page 1 of 1

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Office Building with Meter Room (5.69 x 4.66 m)
Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 38.99 97.40 3,797.17
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 69.32 296.80 20,573.58

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 5.75 4,295.30 24,681.65

metal with concrete mixture. All work up to
plinth level.
4 Plain Cement concrete (1:2:4) using 20 mm cum 2.89 5,339.10 15,427.86
metal with concrete mixture. All work up to
plinth level.

Abstract_Office Building Page 1 of 5

 1 2 3 4 5 6 7
5 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

5.1 Foundations, Plinth, Pedestals (Below Plinth) cum 9.83 5,504.70 54,107.17

5.2 Columns, Lintels, RCC Walls / Water Tanks In cum 2.22 6,911.40 15,360.85
Buildings
5.3 RCC Slabs, Beams cum 6.73 4,871.50 32,764.69
6 Supplying, fitting and placing HYSD bar kg 1,689.98 55.10 93,118.10
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

7 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

7.1 Footings cum 6.78 1,070.30 7,253.42

7.2 Pedestals cum 1.27 1,558.00 1,981.16
7.3 Plinth Beams cum 1.78 3,336.10 5,940.46
7.4 Lintels cum 0.22 3,218.80 706.27
7.5 Chajjas - Sunshades sqm 2.95 551.40 1,627.73
7.6 Columns cum 1.83 3,098.60 5,671.42
7.7 Beams cum 1.53 4,548.30 6,941.98
7.8 Slabs - Up To 150 mm thk. sqm 38.22 516.40 19,735.98
8 Construction of Coursed Rubble Masonry with cum 4.48 4,189.00 18,763.79
hard stone in foundation, plinth & super
structure up to +2.10m level including cost of
all materials, seigniorage charges, labour and
all operations for constructing masonry,
mixing cement mortar, curing etc., complete
for finished item of work.
CRS Masonry in CM (1:6)

9 23 cm wide Brick masonry for below & above cum 9.66 5,077.20 49,036.41
plinth, super-structure on ground floor in cm
(1:6) using second class traditional size bricks
including cost of all materials, seigniorage
charges, labour and all operations for
constructing brick masonry, mixing cement
mortar, curing etc., complete for finished item
of work.
Brick Masonry in CM (1:6) with 2nd class Bricks
traditional size 23 x 11 x 7 cms

Abstract_Office Building Page 2 of 5

 1 2 3 4 5 6 7
10 11.5 cm wide Brick masonry for super-structure sqm 10.67 648.20 6,913.05
on ground floor in cm (1:3) using second class
traditional size bricks including cost of all
materials, seigniorage charges, labour and all
operations for constructing half brick masonry,
mixing cement mortar, curing etc., complete
for finished item of work, but excluding
conveyance charges of materials.

11 Plastering -
11.1 Providing cement plaster 15 mm thick for 10 sqm 61.78 2,173.50 13,427.88
internal a single coat in cement mortar 1:4
without neeru finish to concrete or brick
surfaces, in all positions including scaffolding
and curing complete.
11.2 Providing external cement plaster 20 mm thick 10 sqm 33.16 3,794.00 12,579.77
in 2 coats with cement mortar base coat in
CM (1:6), 16 mm thick and top coat in CM
(1:4), 4 mm thick with Debora sponge finishing
to concrete or brick surfaces, in all positions
including scaffolding and curing complete.

11.3 Providing cement plaster 12 mm thick in a 10 sqm 38.22 1,389.50 5,310.45

single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding and
curing complete.

11.4 Providing impervious coat to exposed RCC 10 sqm 34.66 4,227.60 14,654.30
roof slab surface with CM(1:3), 20mm thick
with 1kg of water proof compound per bag of
cement laid over roof when it is green
including cost of all materials, seigniorage
charges, excluding conveyance charges of
materials and including all operational,
incidental and labour charges for mixing
mortar, laying, rendering smooth and thread
lining, curing, rounding off junctions of wall
and slab etc.,, complete for finished item of
work

12 Painting -
12.1 Painting to new walls with 2 coats of ready 10 sqm 61.78 1,181.90 7,301.78
mixed oil bound washable distemper of
approved brand and shade over a base coat
of appropriate primer of approved brand,
making 3 coats in all to give an even shade
after thoroughly brushing the surface to
remove all dirt and remains of loose
powdered materials, including cost and
conveyance of all materials to work site and
all operational, incidental, labour charges etc.
complete for finished item of work as per SS
911 for internal walls

Abstract_Office Building Page 3 of 5

 1 2 3 4 5 6 7
12.2 Painting to new walls with 2 coats of water 10 sqm 33.16 1,152.70 3,822.01
proof cement paint of approved brand and
shade over a base coat of approved cement
primer grade I making 3 coats in all to give
an even shade after thoroughly brushing the
surface to remove all dirt and remains of loose
powdered materials, including cost and
conveyance of all materials to work site and
all operational, incidental, labour charges etc.
complete for finished item of work as per SS
912 for internal walls

12.3 White washing two coats with lime of 10 sqm 38.22 276.80 1,057.89
approved quality to give an even shade after
thoroughly brushing the surface to remove all
dirt and remains of loose powdered materials
including cost of all materials, labour charges
and incidental such as scaffolding, lift charges
etc., complete for finished item of work, but
excluding conveyance charges of materials

13 Flooring with vitrified tiles of 1st quality, set over 10 sqm 21.00 11,062.40 23,231.04
base coat of cement mortar (1:8), 12 mm
thick over CC bed already laid or RCC roof
slab, including neat cement slurry of honey
like consistency spread @ 3.3.kgs per sqm &
jointed neatly with white cement paste to full
depth mixed with pigment of matching
shade, including cost of all materials like
cement, sand water and tiles etc., complete,
including seigniorage charges, etc., complete
for finished item of work, but excluding the
cost of conveyance of all materials.

14 Supply and Fixing of Doors sqm 1.68 6,597.00 11,082.96

15 Supply and Fixing of Windows sqm 1.64 6,597.00 10,819.08
16 Supply and Fixing of PVC 110mm dia Rain rmt 6.60 650.80 4,295.28
Water Pipe
17 Filling with useful available excavated earth cum 22.10 272.60 6,023.69
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

Abstract_Office Building Page 4 of 5

 1 2 3 4 5 6 7
18 Removal of unsuitable / Unserviceable soil cum 16.89 78.70 1,329.09
including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

19 Filling with sand in trenches, sides of cum 13.05 1,085.90 14,172.88

foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work.

Total amount in INR : 513,510.86

Total area in sqm : 26.52
Per sqm cost in INR : 19,366.50

Abstract_Office Building Page 5 of 5

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Office Building with Meter Room (5.69 x 4.66 m)
Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 38.99 97.40 3,797.17
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 69.32 296.80 20,573.58

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 5.75 4,295.30 24,681.65

metal with concrete mixture. All work up to
plinth level.
4 Plain Cement concrete (1:2:4) using 20 mm cum 2.89 5,339.10 15,427.86
metal with concrete mixture. All work up to
plinth level.

Abstract_Office Building Page 1 of 5

 1 2 3 4 5 6 7
5 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

5.1 Foundations, Plinth, Pedestals (Below Plinth) cum 9.83 5,504.70 54,107.17

5.2 Columns, Lintels, RCC Walls / Water Tanks In cum 2.22 6,911.40 15,360.85
Buildings
5.3 RCC Slabs, Beams cum 6.73 4,871.50 32,764.69
6 Supplying, fitting and placing HYSD bar kg 1,689.98 55.10 93,118.10
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

7 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

7.1 Footings cum 6.78 1,070.30 7,253.42

7.2 Pedestals cum 1.27 1,558.00 1,981.16
7.3 Plinth Beams cum 1.78 3,336.10 5,940.46
7.4 Lintels cum 0.22 3,218.80 706.27
7.5 Chajjas - Sunshades sqm 2.95 551.40 1,627.73
7.6 Columns cum 1.83 3,098.60 5,671.42
7.7 Beams cum 1.53 4,548.30 6,941.98
7.8 Slabs - Up To 150 mm thk. sqm 38.22 516.40 19,735.98
8 Construction of Coursed Rubble Masonry with cum 4.48 4,189.00 18,763.79
hard stone in foundation, plinth & super
structure up to +2.10m level including cost of
all materials, seigniorage charges, labour and
all operations for constructing masonry,
mixing cement mortar, curing etc., complete
for finished item of work.
CRS Masonry in CM (1:6)

9 23 cm wide Brick masonry for below & above cum 9.66 5,077.20 49,036.41
plinth, super-structure on ground floor in cm
(1:6) using second class traditional size bricks
including cost of all materials, seigniorage
charges, labour and all operations for
constructing brick masonry, mixing cement
mortar, curing etc., complete for finished item
of work.
Brick Masonry in CM (1:6) with 2nd class Bricks
traditional size 23 x 11 x 7 cms

Abstract_Office Building Page 2 of 5

 1 2 3 4 5 6 7
10 11.5 cm wide Brick masonry for super-structure sqm 10.67 648.20 6,913.05
on ground floor in cm (1:3) using second class
traditional size bricks including cost of all
materials, seigniorage charges, labour and all
operations for constructing half brick masonry,
mixing cement mortar, curing etc., complete
for finished item of work, but excluding
conveyance charges of materials.

11 Plastering -
11.1 Providing cement plaster 15 mm thick for 10 sqm 61.78 2,173.50 13,427.88
internal a single coat in cement mortar 1:4
without neeru finish to concrete or brick
surfaces, in all positions including scaffolding
and curing complete.
11.2 Providing external cement plaster 20 mm thick 10 sqm 33.16 3,794.00 12,579.77
in 2 coats with cement mortar base coat in
CM (1:6), 16 mm thick and top coat in CM
(1:4), 4 mm thick with Debora sponge finishing
to concrete or brick surfaces, in all positions
including scaffolding and curing complete.

11.3 Providing cement plaster 12 mm thick in a 10 sqm 38.22 1,389.50 5,310.45

single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding and
curing complete.

11.4 Providing impervious coat to exposed RCC 10 sqm 34.66 4,227.60 14,654.30
roof slab surface with CM(1:3), 20mm thick
with 1kg of water proof compound per bag of
cement laid over roof when it is green
including cost of all materials, seigniorage
charges, excluding conveyance charges of
materials and including all operational,
incidental and labour charges for mixing
mortar, laying, rendering smooth and thread
lining, curing, rounding off junctions of wall
and slab etc.,, complete for finished item of
work

12 Painting -
12.1 Painting to new walls with 2 coats of ready 10 sqm 61.78 1,181.90 7,301.78
mixed oil bound washable distemper of
approved brand and shade over a base coat
of appropriate primer of approved brand,
making 3 coats in all to give an even shade
after thoroughly brushing the surface to
remove all dirt and remains of loose
powdered materials, including cost and
conveyance of all materials to work site and
all operational, incidental, labour charges etc.
complete for finished item of work as per SS
911 for internal walls

Abstract_Office Building Page 3 of 5

 1 2 3 4 5 6 7
12.2 Painting to new walls with 2 coats of water 10 sqm 33.16 1,152.70 3,822.01
proof cement paint of approved brand and
shade over a base coat of approved cement
primer grade I making 3 coats in all to give
an even shade after thoroughly brushing the
surface to remove all dirt and remains of loose
powdered materials, including cost and
conveyance of all materials to work site and
all operational, incidental, labour charges etc.
complete for finished item of work as per SS
912 for internal walls

12.3 White washing two coats with lime of 10 sqm 38.22 276.80 1,057.89
approved quality to give an even shade after
thoroughly brushing the surface to remove all
dirt and remains of loose powdered materials
including cost of all materials, labour charges
and incidental such as scaffolding, lift charges
etc., complete for finished item of work, but
excluding conveyance charges of materials

13 Flooring with vitrified tiles of 1st quality, set over 10 sqm 21.00 11,062.40 23,231.04
base coat of cement mortar (1:8), 12 mm
thick over CC bed already laid or RCC roof
slab, including neat cement slurry of honey
like consistency spread @ 3.3.kgs per sqm &
jointed neatly with white cement paste to full
depth mixed with pigment of matching
shade, including cost of all materials like
cement, sand water and tiles etc., complete,
including seigniorage charges, etc., complete
for finished item of work, but excluding the
cost of conveyance of all materials.

14 Supply and Fixing of Doors sqm 1.68 6,597.00 11,082.96

15 Supply and Fixing of Windows sqm 1.64 6,597.00 10,819.08
16 Supply and Fixing of PVC 110mm dia Rain rmt 6.60 650.80 4,295.28
Water Pipe
17 Filling with useful available excavated earth cum 22.10 272.60 6,023.69
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

Abstract_Office Building Page 4 of 5

 1 2 3 4 5 6 7
18 Removal of unsuitable / Unserviceable soil cum 16.89 78.70 1,329.09
including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

19 Filling with sand in trenches, sides of cum 13.05 1,085.90 14,172.88

foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work.

Total amount in INR : 513,510.86

Total area in sqm : 26.52
Per sqm cost in INR : 19,366.50

Abstract_Office Building Page 5 of 5

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Tipping Shed (20.00 x 12.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 63.66 97.40 6,200.48
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 347.55 296.80 103,152.84

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 11.96 4,295.30 51,350.31

metal with concrete mixture. All work up to
plinth level.
4 Plain Cement concrete (1:2:4) using 20 mm cum 1.99 5,339.10 10,635.49
metal with concrete mixture. All work up to
plinth level.

Abstract_Tipping Shed Page 1 of 3

 1 2 3 4 5 6 7
5 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

5.1 Foundations, Plinth, Pedestals (Below Plinth) cum 21.17 5,504.70 116,560.65

5.2 Columns, Lintels, RCC Walls / Water Tanks In cum 6.56 6,911.40 45,345.70
Buildings
5.3 RCC Slabs, Beams cum 41.16 4,871.50 200,496.33
6 Supplying, fitting and placing HYSD bar kg 5,089.28 55.10 280,419.05
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

7 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

7.1Footings cum 8.75 1,070.30 9,362.98

7.2Pedestals cum 2.59 1,558.00 4,038.34
7.3Plinth Beams cum 9.83 3,336.10 32,809.71
7.4Columns cum 6.56 3,098.60 20,329.91
7.5Beams cum 5.16 4,548.30 23,455.58
8 Stone Soling (40 to 63 mm) - Supplying and cum 18.00 1,035.20 18,633.60
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 40 mm -
63 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
9 Stone Soling (22.5 to 50 mm) - Supplying and cum 18.00 1,500.40 27,007.20
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 22.5 mm -
50 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
10 Construction of Coursed Rubble Masonry with cum 14.75 4,189.00 61,796.65
hard stone in foundation, plinth & super
structure up to +2.10m level including cost of
all materials, seigniorage charges, labour and
all operations for constructing masonry,
mixing cement mortar, curing etc., complete
for finished item of work.
CRS Masonry in CM (1:6)

Abstract_Tipping Shed Page 2 of 3

 1 2 3 4 5 6 7
11 Supplying, fitting and placing of structural kg 10,800.00 78.90 852,120.00
steel angle / channel / beam / bars complete
as per drawings and technical specifications
including over laps and wastage, welding,.
Etc. complete.
12 Roofing with corrugated G.I sheets 1.25mm sqm 322.49 164.90 53,178.65
thick fixed with G.I ‘J’ bolts & nuts 8 mm dia
with bitumen & G.I limpet washers filled with
white lead & including a coat of approved
steel primer and two coats of approved paint
on over lapping of sheets complete (up to a
pitch of 600) and seigniorage charges,
turnover tax etc., complete, excluding the
cost of purlins, rafters, trusses & cost of
conveyance of all materials

13 Filling with useful available excavated earth cum 65.60 272.60 17,881.71
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

14 Removal of unsuitable / Unserviceable soil cum -1.94 78.70 -152.43

including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

Total amount in INR : 1,934,622.75

Total area in sqm : 240.00
Per sqm cost in INR : 8,060.90

Abstract_Tipping Shed Page 3 of 3

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Recycling Center (10.00 x 10.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 39.36 97.40 3,833.66
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 164.36 296.80 48,782.05

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 7.24 4,295.30 31,080.79

metal with concrete mixture. All work up to
plinth level.
4 Plain Cement concrete (1:2:4) using 20 mm cum 1.27 5,339.10 6,791.34
metal with concrete mixture. All work up to
plinth level.

Abstract_Recycling Center Page 1 of 3

 1 2 3 4 5 6 7
5 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

5.1 Foundations, Plinth, Pedestals (Below Plinth) cum 12.72 5,504.70 70,003.27

5.2 Columns, Lintels, RCC Walls / Water Tanks In cum 4.37 6,911.40 30,230.46
Buildings
5.3 RCC Slabs, Beams cum 17.58 4,871.50 85,633.66
6 Supplying, fitting and placing HYSD bar kg 2,716.95 55.10 149,703.95
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

7 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

7.1Footings cum 5.83 1,070.30 6,241.99

7.2Pedestals cum 1.73 1,558.00 2,692.22
7.3Plinth Beams cum 5.16 3,336.10 17,204.27
7.4Columns cum 4.37 3,098.60 13,553.28
7.5Beams cum 2.58 4,548.30 11,727.79
8 Stone Soling (40 to 63 mm) - Supplying and cum 7.50 1,035.20 7,764.00
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 40 mm -
63 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
9 Stone Soling (22.5 to 50 mm) - Supplying and cum 7.50 1,500.40 11,253.00
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 22.5 mm -
50 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
10 Construction of Coursed Rubble Masonry with cum 7.74 4,189.00 32,404.01
hard stone in foundation, plinth & super
structure up to +2.10m level including cost of
all materials, seigniorage charges, labour and
all operations for constructing masonry,
mixing cement mortar, curing etc., complete
for finished item of work.
CRS Masonry in CM (1:6)

Abstract_Recycling Center Page 2 of 3

 1 2 3 4 5 6 7
11 Supplying, fitting and placing of structural kg 4,500.00 78.90 355,050.00
steel angle / channel / beam / bars complete
as per drawings and technical specifications
including over laps and wastage, welding,.
Etc. complete.
12 Roofing with corrugated G.I sheets 1.25mm sqm 201.00 164.90 33,144.49
thick fixed with G.I ‘J’ bolts & nuts 8 mm dia
with bitumen & G.I limpet washers filled with
white lead & including a coat of approved
steel primer and two coats of approved paint
on over lapping of sheets complete (up to a
pitch of 600) and seigniorage charges,
turnover tax etc., complete, excluding the
cost of purlins, rafters, trusses & cost of
conveyance of all materials

13 Filling with useful available excavated earth cum 34.37 272.60 9,369.94
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

14 Removal of unsuitable / Unserviceable soil cum 4.99 78.70 392.52

including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

Total amount in INR : 926,856.69

Total area in sqm : 100.00
Per sqm cost in INR : 9,268.60

Abstract_Recycling Center Page 3 of 3

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Compost Pad (30.00 x 20.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum - 97.40 -
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 661.44 296.80 196,315.39

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 6.14 4,295.30 26,390.32

metal with concrete mixture. All work up to
plinth level.
4 Plain Cement concrete (1:2:4) using 20 mm cum 3.07 5,339.10 16,401.72
metal with concrete mixture. All work up to
plinth level.

Abstract_CP_Monsoon Shed Page 1 of 3

 1 2 3 4 5 6 7
5 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

5.1 Foundations, Plinth, Pedestals (Below Plinth) cum - 5,504.70 -

5.2 Columns, Lintels, RCC Walls / Water Tanks In cum - 6,911.40 -

Buildings
5.3 RCC Slabs, Beams cum 90.00 4,871.50 438,435.00
6 Supplying, fitting and placing HYSD bar kg 4,500.00 55.10 247,950.00
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

7 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

7.1Footings cum - 1,070.30 -

7.2Pedestals cum - 1,558.00 -
7.3Plinth Beams cum - 3,336.10 -
7.4Columns cum - 3,098.60 -
7.5Beams cum - 4,548.30 -
8 Stone Soling (40 to 63 mm) - Supplying and cum 45.00 1,035.20 46,584.00
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 40 mm -
63 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
9 Stone Soling (22.5 to 50 mm) - Supplying and cum 45.00 1,500.40 67,518.00
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 22.5 mm -
50 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
10 Construction of Coursed Rubble Masonry with cum - 4,189.00 -
hard stone in foundation, plinth & super
structure up to +2.10m level including cost of
all materials, seigniorage charges, labour and
all operations for constructing masonry,
mixing cement mortar, curing etc., complete
for finished item of work.
CRS Masonry in CM (1:6)

Abstract_CP_Monsoon Shed Page 2 of 3

 1 2 3 4 5 6 7
11 Supplying, fitting and placing of structural kg - 78.90 -
steel angle / channel / beam / bars complete
as per drawings and technical specifications
including over laps and wastage, welding,.
Etc. complete.
12 Roofing with corrugated G.I sheets 1.25mm sqm - 164.90 -
thick fixed with G.I ‘J’ bolts & nuts 8 mm dia
with bitumen & G.I limpet washers filled with
white lead & including a coat of approved
steel primer and two coats of approved paint
on over lapping of sheets complete (up to a
pitch of 600) and seigniorage charges,
turnover tax etc., complete, excluding the
cost of purlins, rafters, trusses & cost of
conveyance of all materials

13 Filling with useful available excavated earth cum 90.00 272.60 24,534.00
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

14 Earth filling (ordinary soil) Barrowed soil: cum 90.00 593.10 53,379.00
Filling with approved material obtained from
borrow pits (excluding rock) in trenches, sides
of foundations and basement with initial lead
in layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work.

Total amount in INR : 1,117,507.43

Total area in sqm : 600.00
Per sqm cost in INR : 1,862.50

Abstract_CP_Monsoon Shed Page 3 of 3

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Detailed Estimate for Leachate Tank (10.00 x 5.00 x 1.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 105.79 97.40 10,304.14
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 72.96 296.80 21,654.53

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:3:6) using 20 mm cum 10.94 5,195.20 56,856.27

metal with concrete mixture. All work up to
plinth level.
4 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M25 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

Abstract_Leachate Tank Page 1 of 2

 1 2 3 4 5 6 7
4.1 Foundations, Plinth, Pedestals (Below Plinth) cum 20.31 5,692.20 115,625.66

4.2 Columns, Lintels, RCC Walls / Water Tanks In cum 10.08 7,098.80 71,520.41
Buildings
4.3 RCC Slabs, Beams cum 8.66 5,059.00 43,823.59
5 Supplying, fitting and placing HYSD bar kg 4,686.06 55.10 258,201.91
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

6 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

6.1 Footings cum 20.31 1,070.30 21,741.00

6.2 Shear Walls, RCC Walls, Water Tank Walls sqm 80.60 3,292.00 265,335.20
6.3 Slabs - Up To 150 mm thk. sqm 62.55 516.40 32,300.82
7 Providing cement plaster 12 mm thick in a sqm 89.00 1,389.50 123,665.50
single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding and
curing complete.

8 Filling with useful available excavated earth cum 16.79 272.60 4,575.59
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

9 Removal of unsuitable / Unserviceable soil cum 89.01 78.70 7,004.85

including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

Total amount in INR : 1,032,609.47

Total Vol. in cum : 50.00
Per cum cost in INR : 20,652.20

Abstract_Leachate Tank Page 2 of 2

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Detailed Estimate for Water Sump (5.00 x 5.00 x 1.00 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 59.39 97.40 5,784.78
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 40.96 296.80 12,156.93

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:3:6) using 20 mm cum 6.14 5,195.20 31,919.31

metal with concrete mixture. All work up to
plinth level.
4 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M25 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

Abstract_Water Sump Page 1 of 2

 1 2 3 4 5 6 7
4.1 Foundations, Plinth, Pedestals (Below Plinth) cum 11.16 5,692.20 63,542.03

4.2 Columns, Lintels, RCC Walls / Water Tanks In cum 6.83 7,098.80 48,449.31
Buildings
4.3 RCC Slabs, Beams cum 4.54 5,059.00 22,955.21
5 Supplying, fitting and placing HYSD bar kg 2,703.06 55.10 148,938.61
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

6 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

6.1 Footings cum 11.16 1,070.30 11,947.76

6.2 Shear Walls, RCC Walls, Water Tank Walls sqm 54.60 3,292.00 179,743.20
6.3 Slabs - Up To 150 mm thk. sqm 33.55 516.40 17,325.22
7 Providing cement plaster 12 mm thick in a sqm 51.00 1,389.50 70,864.50
single coat in cement mortar 1:4 without
neeru finish to concrete or brick surfaces, in all
positions including scaffolding and
curing complete.

8 Filling with useful available excavated earth cum 11.84 272.60 3,226.22
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

9 Removal of unsuitable / Unserviceable soil cum 47.56 78.70 3,742.74

including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

Total amount in INR : 620,595.81

Total Vol. in cum : 25.00
Per cum cost in INR : 24,823.80

Abstract_Water Sump Page 2 of 2

 Project : Preparation of DPR'S for MSWM System in 31 Ulbs Under
Zone-Il Telangana
Client : Telangana Urban Finance & Infrastructure Development
Corporation (TUFIDC)
Location : Kothagudem ULB
Consultant : IPE Global Limited, New Delhi, India

Abstract Estimate for Monsoon shed Shed (30.0 x 4 m)

Sl.
Description of Item Units Qty. Rate Amount Remarks
No
1 2 3 4 5 6 7
1 Earthwork in excavation for structures as per cum 44.00 97.40 4,285.84
drawing and technical specifications Clause
305.1 including setting out, construction of
shoring and bracing, removal of stumps and
other deleterious material and disposal up to
a lead of 50 m, dressing of sides and bottom
and backfilling in trenches with excavated
suitable material as per Technical
Specification 305 MORD / 304 MORTH
Ordinary soil, Mechanical Means - Up to 3 m
depth

2 Providing Antitermite treatment as per IS 6315 sqm 209.03 296.80 62,039.64

(Part - 2) 2001 (Pre-constructional chemical
treatment measures) along the internal &
external vertical faces of the columns, plinth
beams, basement and top surface of the
basement filling below flooring bed as per the
specified procedure conforming to IS 6315
(Part-2) 2001 and other relevant approved
specification duly using Chlorpyriphos/
Lindane emulsifiable concentrate 20% with 1%
concentration @ 7.5 Liters/ sqm of the vertical
surface & @ 5.0 Liters/ sqm of the horizontal
surface of the substructure to a depth of 500
mm around columns & 300 mm deep around
plinth beams, basements & floor filling area
including excavation channel along the wall
& rodding etc. & cost & conveyance of all
materials to the site, cost of labour for
spraying, rodding etc. complete for finished
item of work as per the approval of the
Engineer-in-Charge

3 Plain Cement concrete (1:4:8) using 40 mm cum 9.71 4,295.30 41,708.79

metal with concrete mixture. All work up to
plinth level.
4 Plain Cement concrete (1:2:4) using 20 mm cum 2.11 5,339.10 11,276.18
metal with concrete mixture. All work up to
plinth level.

Abstract_Curing Shed Page 1 of 3

 1 2 3 4 5 6 7
5 Supply and placing of the Ready Mix (RMC) - -
Standard Design Mix Concrete grade M20 as
per IS 4926-2003 with minimum cement
content as per IS code 456-2000 using 20 mm
graded metal, from standard suppliers
approved by the department including
pumping, laying concrete, vibrating, curing
etc. complete but excluding cots of steel and
its fabrication charges, cantering, shuttering
for finished item of work.

5.1 Foundations, Plinth, Pedestals (Below Plinth) cum 14.52 5,504.70 79,952.79

5.2 Columns, Lintels, RCC Walls / Water Tanks In cum 4.41 6,911.40 30,513.37
Buildings
5.3 RCC Slabs, Beams cum 23.36 4,871.50 113,799.67
6 Supplying, fitting and placing HYSD bar kg 3,329.97 55.10 183,481.28
reinforcement in foundation complete as per
drawings and technical specifications for Bars
below 36 mm dia including over laps and
wastage, where they are not welded

7 Hire charges for Centering & Scaffolding - - -

Unsupported Height up to 3.66 M Steel
scaffolding pipes, jack Props, walkers, Foot
plates, brackets, steel Cantering Plates, etc.,

7.1Footings cum 5.89 1,070.30 6,300.40

7.2Pedestals cum 1.74 1,558.00 2,717.42
7.3Plinth Beams cum 6.89 3,336.10 22,998.11
7.4Columns cum 4.41 3,098.60 13,680.11
7.5Beams cum 5.36 4,548.30 24,380.23
8 Stone Soling (40 to 63 mm) - Supplying and cum 9.00 1,035.20 9,316.80
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 40 mm -
63 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
9 Stone Soling (22.5 to 50 mm) - Supplying and cum 9.00 1,500.40 13,503.60
laying of high permeability Stone Soling
consisting of graded gravel approved by
project engineer, the size of media 22.5 mm -
50 mm. As directed to proper levels, grades
and slopes at the base of the flooring
including dressing and levelling complete as
per drawings.
10 Construction of Coursed Rubble Masonry with cum 10.34 4,189.00 43,316.63
hard stone in foundation, plinth & super
structure up to +2.10m level including cost of
all materials, seigniorage charges, labour and
all operations for constructing masonry,
mixing cement mortar, curing etc., complete
for finished item of work.
CRS Masonry in CM (1:6)

Abstract_Curing Shed Page 2 of 3

 1 2 3 4 5 6 7
11 Supplying, fitting and placing of structural kg 5,400.00 78.90 426,060.00
steel angle / channel / beam / bars complete
as per drawings and technical specifications
including over laps and wastage, welding,.
Etc. complete.
12 Roofing with corrugated G.I sheets 1.25mm sqm 663.29 164.90 109,376.82
thick fixed with G.I ‘J’ bolts & nuts 8 mm dia
with bitumen & G.I limpet washers filled with
white lead & including a coat of approved
steel primer and two coats of approved paint
on over lapping of sheets complete (up to a
pitch of 600) and seigniorage charges,
turnover tax etc., complete, excluding the
cost of purlins, rafters, trusses & cost of
conveyance of all materials

13 Filling with useful available excavated earth cum 38.54 272.60 10,507.32
(excluding rock) in trenches, sides of
foundations and basement with initial lead in
layers not exceeding 15 cm thick,
consolidating each deposited layer by
watering and ramming including cost and
conveyance of water to work site and all
operational, incidental, labour charges, hire
charges of T & P etc., complete for finished
item of work. (APSS NO. 309 & 310)
Earth filling (ordinary soil) Available soil

14 Removal of unsuitable / Unserviceable soil cum 5.46 78.70 429.52

including excavation, loading and disposal
up to 1000 m lead but excluding compaction
ground supporting embankment subgrade
replacement by suitable soil, which shall be
paid separately as per Clause 303.5.2 as per
Technical Specification Clause 302.3.11 MORD
/ 301 MORTH

Total amount in INR : 1,209,644.52

Total area in sqm : 120.00
Per sqm cost in INR : 10,080.40

Abstract_Curing Shed Page 3 of 3

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No.8
Laying & Installation Method for Geo
Synthetic Clay Liner
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Annexure 8: Lying & Installation M ethod for Geo Synthetic Clay Liner

Landfill Base Preparation (Sub grade preparation):

After completion of excavation, requisite spot elevations and slopes shall be ensured for base preparation
and laying of liners.

The landfill liners are installed beneath and on side of the waste fill area to control the movement of leachate
in vertical and lateral direction. Liners comprise of geo-synthetic clay liners (GCL) or synthetic geomembrane
and clay, or reworked soils of low permeability to form a barrier for leachate movement away from the
landfill. Components of a liner system should have low permeability, should be durable and should be
resistant to chemical attack, puncture and rupture.

The proposed liner system will comprise of reworked native soils or soil / waste layers, above which a geo-
synethic clay liner (GCL) will be, placed which in turn is overlain by geomembrane liner. A GCL layer is
preferred in order to reduce the baseliner thickness and at same time maintain required low permeability
layer beneath the waste fill.

Sub grade preparation:

Sub grade surfaces consisting of granular soils or gravel may not be acceptable due to their large void fraction
and puncture potential. In high head (greater than one foot) applications sub grade soils should possess a
particle size distribution such that at least 80 percent of the soil is finer than a #60 sieve (0.250 mm).

When the GCL is placed over an earthen subgrade, the subgrade surface must be in accordance with the
proj ect specifications.Engineer’s approv alof the sub grade must be obtained prior to installation. The
finished surface should be firm and unyielding, without abrupt elevation changes, voids, cracks, or standing
water.

The subgrade surface must be smooth and free of vegetation, sharp-edged rocks, stones, sticks, construction
debris, and other foreign matter that could contact the GCL. The subgrade should be rolled with a smooth-
drum compactor to remove any wheel ruts, footprints, or other abrupt grade changes.

Furthermore, all protrusions extending more than 0.5 inch (12 mm) from the subgrade surface shall be
removed, crushed, or pushed into the surface with a smooth-drum compactor.

Supply and Installation of Geosynthetic Clay Liner (GCL)

A Geosynthetic Clay Liner (GCL) is suggested on top of the finished soil layer. This is important, as the base
liner of the landfill must be constructed in such a way that it should take about 25 years for any percolated
leachate to pass through it. The GCL shall consist of a layer of granular sodium bentonite clay needle punched
between two geotextiles. Bentonite shall be a high-swelling sodium bentonite, with a minimum swell index
of 24 mL/2g and a maximum fluid loss of 18 ml. Bentonite shall have a granular consistency (1 percent max.
ibution throughout the GCL and minimal edge loss during
handling and installation. The moisture content of the bentonite in the finished GCL shall be between 20 and
40 percent, to ensure uniform bentonite distribution, consistent needle punch density, and adequate
electrical conductivity to maximize leak location survey sensitivity. GCL shall be needle punch-reinforced,
with a minimum peel strength of 6.5 N/cm. To maximize large-displacement shear strength, GCL
reinforcement shall be achieved solely through needle punching, without any supplemental heat treatment.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The GCL shall have seam test data from an independent laboratory showing that the seam flow with a
grooved cut in the nonwoven geotextile is less than 1 x 10-8 m3/m2/s at 13.8 kPa hydraulic pressure.

GCL CERTIFIED PROPERTIES

TEST
GEOTEXTILE PROPERTIES TEST M ETHOD REQUIRED VALUES
FREQUENCY
Woven geotextile mass per area ASTM D 5261 20,000 m2 140 g/m2 average
Non-woven geotextile mass per
ASTM D 5261 10,000 m2 200 g/m2 average
area
TEST
BENTONITE PROPERTIES TEST M ETHOD REQUIRED VALUES
FREQUENCY
Bentonite Moisture API 13 A 1 per 50 tonnes 14% max.
Bentonite Swell Index ASTM D 5890 1 per 50 tonnes 24 ml/2g min.
Bentonite Fluid Loss ASTM D 5891 1 per 50 tonnes 18 ml max.
TEST
GCL PROPERTIES TEST M ETHOD REQUIRED VALUES
FREQUENCY
4.8 kg/m2 min. @ 12%
Bentonite Mass/Area2 ASTM D 5993 6,000 m2
4.29 kg/m2 min. @ 0%
GCL Tensile Strength3 ASTM D 6768 6,000 m2 10 kN/m MARV
GCL Peel Strength3 ASTM D 6496 6,000 m2 6.5 N/cm min.
2
CBR Puncture Strength EN ISO 12236 25,000 m 1.6 KN min.
GCL Index Flux4 ASTM D 5887 Weekly 1 x 10-8 m3/m2/sec max.

GCL Hydraulic Conductivity4 ASTM D 5887 Weekly 5 x 10-11 m/sec max.

Shipping, Unloading and Storage

All lot and roll numbers should be recorded and compared to the packing list. Each roll of GCL should also be
visually inspected during unloading to determine if any packaging has been damaged. Damage, whether
obvious or suspected, should be recorded and marked.

Major damage suspected to have occurred during transit should be reported immediately to the carrier and
to the manufacturer. The nature of the damage should also be indicated on the bill of lading with the specific
lot and roll numbers.

The party directly responsible for unloading the GCL should refer to the manual prior to shipment to ascertain
the appropriateness of their unloading equipment and procedures. Unloading and on-site handling of the
GCL should be supervised to ensure these goals are achieved. Roll dimensions and weights will vary with the
dimensions of the product ordered.

In most cases, GCLs are delivered on flatbed trucks. There 3 methods of unloading –Core pipe, Spreader bar
and Slings or Stringer bar. To unload the rolls from the flatbed, insert the core pipe through the roll. This may
require removal of the core plug, which should be replaced after the roll is unloaded. Secure the lifting straps
or chains to each end of the core pipe, and to the spreader bar mounted on the Lifting equipment. Hoist the
roll straight up; make sure its weight is evenly distributed so that it does not tilt or sway when lifted.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

GCLs are also delivered in closed shipping containers. To remove the roll from the container, it is best to
utilize a forklift mounted with a "stinger" attachment. Guide the stinger as far as possible through the core
and lift the roll up and out of the container.

Rolls should be stacked in a manner that prevents them from sliding or rolling from the stacks. This can be
accomplished by frequent chocking of the bottom layer of rolls. Rolls should be stacked no higher than the
height at which the spreader bar assembly can be safely handled by labourers (typically no higher than four).
Rolls should never be stacked on end.

Rolls should be stored at the job site away from high-traffic areas but sufficiently close to the active work
area to minimize handling. The designated storage area should be flat, dry and stable .Moisture protection
of the GCL is provided by its packaging; however, an additional tarpaulin or plastic sheet is recommended.

Installation of GCL

GCL rolls should be taken to the working area of the site in their original packaging. Prior to deployment, the
packaging should be carefully removed without damaging the GCL. The orientation of the GCL (i.e., which
side faces up) may be important if the GCL has two different geotextiles. Unless otherwise specified,
however, the GCL should be installed such that the product name printed on one side of the GCL faces up.

Equipment that could damage the GCL should not be allowed to travel directly on it. Acceptable installation,
therefore, may be accomplished such that the GCL is unrolled in front of the backwards-moving equipment.
If the installation equipment causes rutting of the subgrade, the subgrade must be restored to its originally
accepted condition before placement continues.

If sufficient access is available; GCL may be deployed by suspending the roll at the top of the hill with a group
of labourers pulling the material off of the roll and down the slope.

GCL rolls should not be released on the slope and allowed to unroll freely by gravity.

Care must be taken to minimize the extent to which the GCL is dragged across the subgrade in order to avoid
damage to the bottom surface of the GCL. A temporary geosynthetic subgrade covering commonly known
as a slip sheet or rub sheet may be used to reduce friction damage during placement.

The GCL should be placed so that seams are parallel to the direction of the slope. End-of-roll seams should
also be Located at least 3 ft. (1 m) from the toe and crest of slopes steeper than 4H: 1V.

ALL GCL panels should lie flat on the underlying surface, with no wrinkles or folds, especially at the exposed
edges of the panels.

The GCL should not be installed in standing water or during rainy weather. Only as much GCL shall be
deployed as can be covered at the end of the working day with soil, a geomembrane, or a temporary
waterproof tarpaulin. The GCL shall not be left uncovered overnight. If the GCL is hydrated when no confining
stress is present, it may be necessary to remove and replace the hydrated material. The project engineer and
CQA inspector should be consulted for specific guidance if premature hydration occurs.

Anchorage
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The end of the GCL roll should be placed in an anchor trench at the top of a slope. The front edge of the
trench should be rounded to eliminate any sharp corners that could cause excessive stress on the GCL. Loose
soil should be removed or compacted into the floor of the trench.

Anchorage should be as per the project drawings and specifications. In case of difficulty, the Project Manager
should be contacted for his instructions.

If a trench is used for anchoring the end of the GCL, soil backfill should be placed in the trench to provide
resistance against pull out. The size and shape of the trench, as well as the appropriate backfill procedures,
should be in accordance with the project drawings and specifications.

Seaming

GCL seams are constructed by overlapping their adjacent edges. Care should be taken to ensure that the
overlap zone is not contaminated with loose soil or other debris. Insome ty pes of GC L ’s suppl
emental
b entonite ingranul
ar formmayb e required for seaming. This should b e prov
ided as per the manufacturer’
s
recommendations.

Unless otherwise specified, the minimum dimension of the longitudinal overlap should be 6 inches (150 mm).
End-of-roll overlapped seams should be similarly constructed, but the minimum overlap should measure 24
inches (600 mm).

Seams at the ends of the panels should be constructed such that they are shingled in the direction of the
grade to prevent the potential for runoff flow to enter the overlap zone. End panel overlap seams on slopes
are not permissible.

End of panel seams are constructed first by overlapping the adjacent panels, exposing the underlying edge,
and then applying a continuous bead or fillet of granular sodium bentonite (supplied with the GCL) along a
zone defined by the edge of the underlying panel and the 12-inch (300 mm) Line. The minimum application
rate at which the bentonite is applied is one-quarter pound per linear foot (0.4 kg/m).

Seaming Around Penetrations & Structures

Cutting the GCL should be performed using a sharp utility knife. Frequent blade changes are recommended
to avoid irregular tearing of the geotextile components of the GCL during the cutting process.

The GCL should be sealed around penetrations and structures embedded in the subgrade. Granular
bentonite or bentonite mastic shall be used liberally (approx. 2 Lbs. /ln ft. or 3 kg/m) to seal the GCL to these
structures.

When the GCL is placed over an earthen subgrade, a "notch" should be excavated into the sub-grade around
the penetration. The notch should then be backfilled with granular bentonite or bentonite mastic.

A secondary GCL layer of 300 mm overlap should also be placed to avoid any leakages. The granular
bentonite should be applied between the 1st and the 2nd GCL layers.

When the GCL is terminated at a structure or wall that is embedded into the subgrade on the floor of the
containment area, the subgrade should be notched as described above. The notch is filled with bentonite,
and the GCL should be placed over the notch and up against the structure. The connection to the structure
can be accomplished by placement of soil or stone backfill in this area.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No. 9
Technical Specifications for Sanitary
Landfill
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Annexure 9: Technical Specifications for Sanitary Landfill

1.0.0 PREPARATION OF W ORK AREA / CLEARING SITE

1.1.0 Scope

This section covers site preparation of the area as indicated in the drawings.

1.2.0 General Requirements

All laboratory equipments and materials required for complete performance of the work in
accordance with the drawings and specifications herein.

1.3.0 Clearing Site

Clearing and grubbing operations shall be performed in the entire landfill area. The sites should
be cleared of all vegetation, rubbish and all other objectionable or organic matter such as
dismantling of RCC, PCC, Brick work, RR masonry and structural steel of abandoned above
ground and underground structures along with abandoned cables pipes etc. Trees of specified
girth and/or any other cleared material shall be stockpiled and handed over to the Engineer-in-
Charge or disposed as per direction of the Engineer-in-Charge.

2.0.0 STRIPPING

2.1.0 Scope

This section of the specification covers stripping of foundation for embankment and in the
landfill area as described herein:

2.2.0 General Requirement

The implementing agency shall furnish all labour, equipment and materials--required for
complete performance of the work in accordance with the drawings and as described herein.

2.3.0 Stripping of foundations

The entire area of embankment and landfill area as shown in the drawings shall be stripped to
0.15 meter as directed by the Engineer-in-Charge to remove all unsuitable materials. In the
portion of the embankment where ground slope is steep the stripping shall be done in a fashion
as directed by the Engineer-in-Charge

The unsuitable materials shall include all debris, vegetable matter including roots, weathered
and disintegrated rocks, organic silts materials, that are unsuitable for use in the permanent
construction or that might interfere with the proper binding of the embankment with the
foundation, or the proper compaction of the materials in the embankment, or that may be
otherwise objectionable.

The stripping shall be kept far enough in advance of other items of works to ensure that no
undesirable material will get mixed with approved embankment material and to allow for
inspection and measurement.

Materials from stripping operations shall be deposited on either side of the embankment away
from the heel and toe of the embankment and unsuitable material shall be disposed off beyond
50 m but upto a lead of 500 m to an area identified by the Engineer-in-Charge
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Should the excavation be done deeper by error, the same shall be made good by filling the same
with approved earth and properly compacted so that the required formation level is obtained at
the Implementing agency's cost except in areas where further excavation is required for laying
clay foundation. In such cases the extra excavation under stripping may be considered under
excavation if approved by Engineer-in-Charge

3.0.0 EXCAVATION & FILLING W ORK

3.1.0 Scope

3.1.1 This section of specification covers the technical requirements for excavation and filling in and
around structures, pipes trenches, wall foundations, pits, drains and similar works. This also
covers filling areas and plinth with selected materials, conveyance and disposal of surplus soils
and/or stacking them properly as directed by Engineer-in-Charge

3.1.2 Existing trees, shrubs, any other plants, pole, lines, signs, monuments, buildings, pipelines,
drains, sewers, facilities within or adjacent to the works being carried out which are not to be
disturbed shall be protected from damage by the Implementing agency. The implementing
agency shall provide and install suitable safeguards approved by the Engineer-in-Charge for this
purpose.

3.1.3 During excavation, the implementing agency shall take all necessary precautions against soil
erosion, water and environmental pollution and where required undertake additional works to
achieve this objective. Before start of operations, the implementing agency shall submit to the
Engineer-in-Charge for approval, his work plan and procedure he intends to follow for disposal
of waste material etc. and the schedule for carrying out temporary and permanent works.
However, the approval of the Engineer-in-Charge shall not absolve the implementing agency of
his responsibility for safe and sound work.

3.2.0 Excavation in Soil

3.2.1 Sides and bottoms of excavation shall be sharp and true to line and level. Undercutting shall not
be permitted. When machines are used for excavation, the last 300 mm before reaching the
required level shall be excavated manually or by such equipment, such that soil at the required
final level will be left in its natural condition. Suitability of strata (at the bottom of excavations)
for laying the foundation there on shall be determined by the Engineer-in-Charge.

3.2.2 The bottom of all excavations shall be trimmed to required levels.

3.2.3 Necessary arrangements i.e. Cofferdams, sheeting, shoring, bracing, maintaining, suitable
slopes, draining etc. shall be provided and installed to the satisfaction of the Engineer-in-Charge

3.2.4 ground water,sl

Any water collected in excavated pits and other areas due to rain water/ udge’ s,
springs etc shall have to be constantly pumped out and maintain dry working conditions at all
times until the excavation, placement of foundation/liner arrangement, backfilling etc. is
completed. All slush/ muck from the excavated areas shall be removed to keep the work area
dry.

3.2.5 All materials shall be removed arising from excavations from the vicinity to the work either for
direct filling, stacking and subsequent filling or for ultimate disposal as directed by the Engineer-
in-Charge. In no case shall the excavated soil be stacked within a distance of 1.5 m from the edge
of excavation or one-third the depth the excavation whichever is more. Material to be used for
filling shall be kept separately.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

3.3.0 Rock Excavation

3.3.1 Rock, when encountered, shall be removed up to the formation/bed level or as otherwise
indicated onthe Drawings.  here,howev er,unstab le shale’ s or other unsuitab l
e material
s are
encountered at the formation/bed level, these shall be excavated to the extent of 500 mm below
the formation/bed level or otherwise specified. In all cases; the excavation operations shall be
so carried out that at no point on cut formation/bed the rock protrudes above the specified
levels.

3.3.2 Where excavation is done to levels lower than those specified, the excess excavation shall be
made good to the satisfaction of the Engineer-in-Charge

3.3.3 Slopes in rock cutting shall be finished to uniform lines corresponding to slope lines shown on
the Drawings or as directed by the Engineer. Notwithstanding the foregoing, all loose pieces of
rock on excavated slope surface which move when pierced by the crowbar shall be removed.

3.4.0 Carriage of excavated materials beyond the initial lead of 50 M

3.4.1 The disposal/stacking areas for excavated materials shall be indicated by the Engineer-in-Charge.
The carriage of excavated materials shall be done by the methods mentioned below:

1. The excavated materials shall be carried beyond the initial lead of 50 m but up to 500 m by
manual/animal labor or by mechanical means. If directed by the Engineer-in-Charge, this
material shall be used directly for filling purposes.

2. For leads exceeding 500 m, the implementing agency shall transport the excavated materials
by mechanical means or as directed by the Engineer-in-Charge, Nellore Municipal
Corporation. The Implementing agency shall allow for movements on Kuchha road etc.
Providing and maintaining Kuchha road shall be responsibility of the implementing agency.

3. The transported material shall be neatly stacked and dressed as directed by Engineer-in-
Charge

3.5.0 Filling

3.5.1 M aterials

Materials to be used for filling purpose shall be selected excavated material free from shingle,
salts, organic materials, large roots and excessive amount of sod, lumps, concrete or any other
foreign substances, which could harm or impair the strength of the substructure in any manner.
In any case, the materials to be used for filling purpose shall have the prior written approval of
the Engineer-in-Charge

3.5.2 Filling Procedure

1. After completion of foundation, footings, walls and other construction below the elevation
of the final grades, and prior to filling, all temporary shoring, timber etc. shall be sequentially
removed and excavation cleaned of all trash, debris, and perishable materials. Filling shall
begin with the approval of the Engineer-in-Charge Also areas identified for filling shall be
cleared of all soft pockets, vegetation, bushes, slush etc. In case of plinth and similar filling,
the ground shall be dressed and consolidated by ramming and light rolling.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

2. Filling materials shall not be dropped directly upon or against any structure or facility where
there is danger of displacement or damage. Filling shall be started after the concrete
masonry has fully set and shall be carried in such a manner so as not to cause any undue
lateral thrust on any part of the structure.

3. All space between foundation (concrete or masonry) and the sides of excavation shall be
filled to the original surface after making allowance for settlement. Fill shall be placed in
horizontal layers not exceeding 200 mm loose thickness. Each layer shall be watered and
compacted with proper moisture content and with such equipment as may be required to
obtain a compaction/density as specified.

4. Fill adjacent to pipes shall be free of stones, concrete etc. and shall be hand placed and
compacted uniformly on both sides of the pipe and where practicable up to a minimum
depth of 300 mm over the top of pipes. While tamping around the pipes, care should be
taken to avoid unequal pressure.

5. Filling shall be accurately finished to line, slope, cross section and grade as shown on the
drawings. Finished surface shall be free of irregularities and depressions and shall be within
20 mm of the specified level.

3.5.3 Compaction

1. Compaction to 95% Standard Proctor Density shall be done by mechanical means only.
Where access is possible, compaction shall be by 8 to 10 tonnes rollers smooth wheeled,
sheep foot or wobbly wheeled as directed by the Engineer-in-Charge smaller weight roller
may be permitted by the Engineer-in-Charge. In special cases, but in any case not less than
6 passes of the roller will be accepted for each layer. Each layer shall be wetted or the
material dried by aeration to moisture content of 3-5% above the optimum moisture content
to be determined by the Implementing agency. Each layer shall be watered, rammed and
compacted to the density as required.

2. For compacting each sand layer, water shall be sprayed over it to flood it and it shall be kept
flooded for 24 hours to ensure maximum compaction. Vibro-compactors shall also be used
if necessary to obtain the required degree of compaction. Any temporary works required to
contain sand under flooded condition shall also be undertaken. The surface of the
consolidated sand shall be dressed to required levels or slope.

3. The degree of compaction of compacted fill in place will be subjected to tests by the
Engineer-in-Charge as the work progresses, and the Implementing agency shall provide the
necessary facilities to make such tests. If any test indicates that the compaction achieved is
less than the specified degree of compaction, the Engineer-in-Charge, Nellore Municipal
Corporation may require all fill placed subsequent to the last successful test to be removed
and re-compacted by the Implementing agency. Compaction procedure shall be amended
as necessary to obtain satisfactory results.

3.6.0 Sampling, Testing and Quality Control

3.6.1 General

1. The Implementing agency shall carry out all sampling and testing in accordance with the
relevant Indian Standards and/or International Standards and shall conduct such tests as are
called for by the Engineer-in-Charge. Where no specific testing procedure is mentioned, the
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

tests shall be carried out as per the prevalent accepted engineering practice to the directions
of the Engineer-in-Charge. Tests shall be done in the field and at a laboratory approved by
the Engineer-in-Charge and the implementing agency shall submit to the Engineer-in-
Charge, the test results in triplicate within three days after completion of a test. The
Engineer-in-Charge may, at his discretion, waive some of the stipulations given below, for
small and unimportant operations.

2. In case, work found unsuitable for acceptance shall be removed and replaced by the
Implementing agency. Such work shall be redone as per specification requirements and to
the satisfaction of the Engineer-in-Charge.

4.0.0 EXCAVATION OF TRENCHES

4.1.0 Scope

This section of the specification covers excavation of trenches for laying HDPE pipes underneath
the embankment and other cross drainage works.

4.2.0 General

The Implementing agency shall furnish all labour, equipment and materials required for
complete performance of the work in accordance with the drawings. Schedule of items and as
described herein.

4.3.0 Excavation for trench

Drawings for trenches shall be prepared by the bidder and approved by the Engineer-in-Charge.
Trenches as shown in the drawing shall be excavated below the foundation grade and the slopes
of the excavation shall be as indicated in the drawings or as directed by the Engineer-in-Charge.
The alignment and cross-section shown in the drawings will be subject to such changes as may
be found necessary by conditions disclosed during the excavation. Excavation of trench shall be
carried out in a manner as specified under the clause for the item of "Excavation & Filling work".

Material excavated from the trenches shall, if suitable, be used in the embankment after stock
piling as directed. The suitability or otherwise of the material shall be determined by laboratory
tests. Material excavated from trench shall not be placed in the embankment till the foundation
for the embankment has been cleared, stripped and prepared as specified and adequate
arrangements made for watering and rolling the layers of earth fill in the embankment.

5.0.0 BORROW AREAS

5.1.0 Scope

All materials required for the embankments which are not available from trench excavation or
from other excavations shall be obtained from approved designated borrow areas. The
impervious material required for foundation shall be brought from any approved borrow areas.

The depths of cut in all parts of the borrow areas will be determined by the Engineer-in-Charge
depending on the level of water table at the time of excavation and the cuts shall be made to
such depths only. The excavation in borrow areas shall not be done below the water table. The
type of equipment used and the operation in the excavation of materials in borrow areas shall
be of such type that will produce the required uniformity of mixture of materials for the
embankment.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Borrow area shall be opened so as not to impair the usefulness or mar the appearance of any
part of the work or any other property. The excavation surfaces and surface of waste materials
shall be left in a reasonably smooth and even condition. 'When the borrow area is located
contiguous to the embankment alignment then it must be ensured that the borrow area shall
not be opened within a distance of five times the height of embankment contiguous to the heel
or the toe of the embankment or 25 meter whichever is more.

The material required for embankment construction and liner foundation shall be free of
admixture of stiff clay, refuse, stumps, roots, rock, brush, weeds or other material which would
be detrimental to the proper compaction of materials in the embankment.

5.2.0 Preparation of Borrow Areas

5.2.1 Site clearance

All areas required for borrowing earth for embankment shall be cleared of all rank vegetation
and stumps, roots, bush, rubbish, and other objectionable material. Particular care shall be taken
to exclude all organic matter from the material to be placed in the embankment. All unsuitable
materials including rank vegetation, stumps shall be disposed off as specified elsewhere in this
specification. The cleared, areas shall be maintained free of vegetation growth during the
progress of the work. The unsuitable materials will be filled back, after borrowing earth for
earthen embankment construction, as directed by the Engineer-in-Charge

5.2.2 Stripping of Borrow Areas

Borrow areas shall be stripped of topsoil, sod and any other matter which is unsuitable for the
embankment construction. Materials from stripping shall be disposed off up to a lead of 500 m
at a place and in manner at the discretion of the Engineer-in-Charge and as directed by him. The
depth of stripping shall be decided by the Engineer-in-Charge depending upon the nature of
topsoil and the vegetation present.

5.2.3 Borrow Area W atering / Dew atering

The natural moisture content of material in the borrow areas as well as the optimum moisture
content corresponding to the Proctor's maximum dry density for the material in the particular
borrow area shall be obtained from laboratory tests. Additional moisture if required shall be
introduced into the borrow area by watering well in advance of excavation, to ensure uniformity
of moisture content. If in any borrow area before or during excavation there is excess moisture,
steps shall be taken to reduce the moisture by the selective excavation to secure the materials
of required moisture by excavating drainage ditches, by allowing adequate time for drying or by
other means. To avoid formation of pools in the borrow areas during excavation operations,
drainage ditches from borrow areas to the nearest outlets shall be excavated.

6.0.0 CAST-IN-SITU CEM ENT CONCRETE

6.1.0 Scope

This section of the specification deals with cast-in-situ cement concrete plain or reinforced for
Leachate collection sump, leak detection sump and other miscellaneous items as shown in the
drawings and covers the requirements for concrete materials, their properties, storage, handing,
grading, concrete mix design, strength and quality, pouring at all levels, testing, protection,
curing, finishing, admixtures, and other associated works.

6.2.0 General Requirements

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The provision of latest IS: 456 shall be complied with unless permitted otherwise and any other
Indian Standards Codes shall form the part of the specification to the extent it has been referred
to or applicable within this specification.

The Implementing agency shall furnish all labor, materials and equipment to form, place, and
compact and finish all structural concrete, plain concrete works for general and architectural
works and miscellaneous items complete as indicated on the drawings and as described herein.

6.3.0 M aterials

6.3.1 M aterials Properties

1. Aggregates

For reinforced concrete work, aggregate conforming to IS: 383 & 2386 having a maximum
size of 20 mm shall be used. However for lean concrete maximum size up to 40mm shall be
used.

Aggregates (coarse or fine) with a specific gravity below 2.6 shall not be used without special
permission of the Engineer-in-Charge. Machine-made sand will be acceptable provided the
constituent is sound, hard, and dense and is acceptable to the Engineer-in-Charge. Sand
natural gravel and crushed rock shall be prepared for use by such screening or washing or
both, as necessary to remove all objectionable foreign matter.

2. Water

Water used for mixing and curing concrete shall be clean and free from injurious amounts
of oils, acids, alkalis, sugar, organic materials or other substances that may be deleterious to
concrete or steel. Potable water is generally considered satisfactory for mixing concrete.

6.3.2 Storage & Handling of M aterials

IS: 4082 shall be followed as a general guidance for storage and handling of construction
materials at site and IS: 7969 shall be followed for safety measures.

1. Cement

The cement shall be stored in leak proof, weatherproof enclosed sheds. Different
consignments of different types of cement shall be stacked separately with clear identifiable
stack numbers. Cement consignments shall be stored as received and shall be consumed in
the order of their delivery. The implementing agency shall make their own arrangement for
the storage of adequate quantity of cement.

2. Aggregates

Coarse and fine aggregates shall be stored separately on brick soling or on an equivalent
platform. The stack height of coarse aggregates shall not exceed 120 cm to avoid coning and
segregation.

6.3.3 Grades of Concrete

All concrete used for RCC work shall be of minimum M 25 grade design mix and in grades
designated as specified in Drawing.

6.3.4 Nominal M ix Concrete

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Preparation of DPR for M SW M System under Zone-II

Nominal mix concrete shall be used only for plain cement concrete works and where shown on
drawings or specifically allowed by the Engineer-in-Charge. Such concrete shall not require
preparation of trial mixes and all such concrete shall be mixed in a mechanical mixer. A
proportion for nominal mix concrete shall be according to Table-9 of IS: 456-2000. In addition
standard proportion by volume shall be used wherever specified.

6.3.5 Design M ix Concrete

Design mix concrete shall only be used for all reinforced concrete works, except where specified
otherwise or specially permitted by the Engineer-in-Charge. The mix proportion for all grades of
concrete shall be designed to obtain, the required workability and the characteristic strength
not less than the appropriate values given in Table 1 below, using standard deviation specified
in IS: 10262. The minimum value of target strength of design mix of various grades of concrete
shal lb e as per Tab l
e 1b el
owconsidering the qual itycontrolas ‘good’as specified inIS:102 62.
However, the Engineer-in-Charge may allow changing the target strength values based on
adequate numbers of works test results.

Table 1: GRADE OF CONCRETE

Grade Designation
Compressive strength of a 15 cm cube at 28 days (in N/Sq.mm)
of concrete

Preliminary Test Strength or Characteristic strength on

(Target strength of trial mix) works cubes
(N/mm2) (N/mm2)

M-15 20.8 15

M-20 27.6 20

M-25 33.7 25

M-30 39.9 30

M-35 45.4 35

In designing the mix proportions of concrete, the quantity of both cement and aggregate shall
be determined by mass. The Engineer-in-Charge may allow the quantity of aggregates to be
determined by equivalent volume basis after the relationship between the weight and volume
is well established by trial and the same shall be verified frequently.

Water shall be either measured by volume in calibrated tanks or weighed. All measuring
equipment shall be maintained in a clean and serviceable condition, and their accuracy
periodically checked.

To keep the water cement ratio to the designed value, allowance shall be made for moisture
contents in both fine and coarse aggregates and determination of the same shall be made in
accordance with IS: 2386 (Part-III) as frequently as directed by the Engineer-in-Charge

6.4.0 M ix Design

Preliminary tests/trial mix as specified or as directed by the Engineer-in-Charge shall be carried

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

out sufficiently ahead of the actual commencement of the work, to arrive at the grading of
aggregates, water cement ratio, workability and the quantity of cement required to give
Preliminary (target) compressive strength as specified in Table 1.

Minimum cement contents, from durability consideration, for different exposures and sulphate
attack shall be as per IS: 456. In case higher value is obtained from trial mixes from strength
consideration, same shall be provided.

At least four trial mixes shall be made and minimum six test cubes shall be taken from each trial
mix noting the slump for each type of mix. The cubes shall then be properly cured and three
cubes for each mix shall be tested in a laboratory (approved by Engineer-in-Charge) at 7 days
and remaining three at 28 days for compressive strength.

The implementing agency shall submit the test reports for mix design to the Engineer-in-Charge,
indicating design criteria analysis and proportions of materials etc. The mix proportion by mass
and water cement ratio determined on the basis of above reports shall yield the concrete with
desired characteristic strength & suitable workability. The mix design to be adopted on the works
shall be approved by the Engineer-in-Charge.

6.5.0 W orkability

The workability of concrete shall be checked at frequent intervals. Workability of concrete

measured in accordance with IS: 1199 shall be recorded with corresponding compressive
strength results.

The degree of workability necessary to allow the concrete to be well compacted and to be
worked into the corners of form work and around the reinforcement to give the required surface
finish shall depend upon the type and nature of the structure and shall be based on experience
and tests. The limits of consistency for various types of structures, shall be in accordance with
IS: 1199.

6.6.0 Batching and mixing plant

A modern dependable batching and mixing plant with two mixers each of 20 cum. /hr. capacity
preferable tilting type capable of producing concrete of specified quality and output required to
meet the schedule shall be installed at a centralized location with the approval of the Engineer-
in-Charge. Transporting, handling, and placing equipment shall be provided at a location in a
manner approved by Engineer-in-Charge. The concrete batching and mixing plant shall be
completely installed and operated for sufficient length of time prior to scheduled date of
placement of first concrete, to enable the Engineer in Charge to assess the performance for its
satisfaction.

6.7.0 Conveying and Placing Concrete by pumping

6.7.1 Conveying Concrete

The suitably designed concrete will be conveyed by pressure applied by the pump through either
rigid pipe or flexible hose and discharged directly in to the desired area. Requisite number(s) of
modern dependable concrete pump(s) capable of pumping concrete of specified quality/density
at a rate required meeting the schedule, together with a balanced complement of pipe lines,
accessories, sparing parts, power controlled placers, experienced pump operators and
maintenance staff shall also be provided.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The pump shall be of piston type pump with net concrete pumping capacity of not less than 20
m3/hr. at a horizontal distance of 400 m and vertical distance of 30 m. The pumps shall be
designed with adequate protection against adverse usage, shall be insensitive to rough
treatment and operation on construction sites, have sturdy construction and easy to maintain.

Implementing agency shall make necessary standby (by providing additional spare/standby
pumps) or alternate concreting arrangement in the event of failure of pumps.

6.7.2 Placing Concrete

Formwork and reinforcement steel shall be approved in writing by the Engineer-in-Charge

before concrete is placed. The formwork in contact with the concrete shall be cleaned and
thoroughly wetted and treated with an approved composition before placing the concrete. Care
shall be taken that such approved composition is kept out of contact with the reinforcement.
Concrete shall be deposited in its final position without segregation, re-handling or flowing. Care
should be taken to avoid displacement of reinforcement or movement of formwork while placing
concrete. Any drop over 180 cm shall have to be approved by the Engineer-in-Charge. Concrete
when deposited shall have a temperature of not less than 4.5 degrees C and not more than 38
degrees C; it shall be compacted in its final position within 30 minutes of its discharge from the
mixer. Once the concrete is deposited in its final position, it shall not be disturbed. IS: 7861
(Part-I) shall be followed for concreting in extreme hot weather.

The placing of concrete shall be a continuous operation with no interruption in excess of 30

minutes between the placing of continuous portion of concrete. Fresh concrete shall not be
placed against concrete which has been in position for more than 30 minutes unless proper
construction joint is formed as per direction of the Engineer-in-Charge. Concrete shall be placed
in continuous horizontal layers of 150 mm or higher thickness as directed before placing the next
layer.

All excavated areas for concreting shall be kept under dry working conditions until such concrete
work is completed. The implementing agency shall make provisions and furnish equipment as
required for such dewatering, subject to the approval of the Engineer-in-Charge.

Concrete shall not ordinarily be placed under water. In unavoidable cases, such concreting shall
be done only with the specific approval of the Engineer-in-Charge for the methods, equipment,
materials and proportions of the mix to be used and relevant clauses of IS: 456 adhered to. No
concrete shall be placed in open while it rains. If there has been any sign of washing of cement
and sand, the concrete shall be entirely removed immediately. Suitable precautions shall be
taken in advance to guard against rains before leaving the fresh concrete unattended.

Slabs, beams and similar members shall be poured in one operation normally. Except where
otherwise agreed to by the Engineer-in-Charge concrete shall be deposited in horizontal layers,
but it must be ensured that under layer is not already hardened. Bleeding of under layer, if any,
shall be effectively removed. Holes shall be provided and bolts, sleeves, anchors, fastenings or
other fixtures shall be embedded in concrete as shown on the drawings or as directed by the
Engineer-in-Charge.

After the concrete has been placed, it shall be thoroughly compacted by approved mechanical
vibrators to a maximum subsidence without segregation and shall be thoroughly worked around
reinforcement or other embedded fixtures into the correct form and a shape. Care must be
taken to ensure that the inserts, fixtures, reinforcement and formwork are not displaced or
disturbed during compaction of concrete.

Immersionv
ib rators shal
lb e a ‘
nol
oad’frequencyampl
itude and accel
erationas per IS:25
05
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

depending upon the size of the vibrator. Immersion vibrators shall be operated by experienced
men for their use. IS: 3558 shall be followed. Immersion vibrators shall penetrate both the layer
poured and the under layer and shall not be allowed to come in contact with steel
reinforcement, forms and finished surfaces after start of initial set.

These vibrators shall be immersed not more than 450 mm apart and withdrawn when air bubbles
cease to come to the surface. Such vibrators shall in no case be used to push concrete inside the
forms and vibrators shall be withdrawn slowly.

6.7.3 Construction Joints

When the concreting work is to be interrupted, the concrete shall be rebated at joint so such
shape and size as may be required by the Engineer-in-Charge or as shown on the drawings. All
vertical construction joints shall be made with stop boards, which are suitably fixed, for sufficient
lateral rigidity and slotted to allow for the passage of the reinforcement steel. In the case of
water and/or underground structures, water stop of approved material shall be provided if so
specified on the drawings or as desired by the Engineer-in-Charge. Construction joints shall be
provided in positions as shown or described on the drawings. Where it is not described, the
joints shall be in accordance with the following:

1. In a column, the joint shall be formed about 75 mm below the lowest offset of the beams
framing into it.
2. Concrete in a beam shall be placed throughout without a joint, but if the provision of a joint
is unavoidable, the joint shall be vertical and within middle third of the span.
3. A joint in a suspended floor slab shall be vertical, at one quarter point of the span and at
right angle to the principal reinforcement.
4. In forming a joint, concrete shall not be allowed to slope away to a thin edge. The location
of construction joints shall be planned by the Implementing agency well in advance of
pouring and have to be approved by the Engineer-in-Charge.

Before fresh concrete is placed, the cement skin of the partially hardened concrete which was
poured earlier shall be thoroughly removed and aggregates shall be exposed by wire brushing,
backing, water jetting or any other approved method, as directed with Engineer-in-Charge The
rough surface shall be thoroughly wetted and surface water shall be removed and shall be
coated with 10-15 mm thick layer of 1:1 freshly mixed cement sand slurry. Care shall be taken
to ensure that the first layer of concrete placed after a construction joint is thoroughly rammed
against the existing layer.

6.7.4 Cleaning and Finishing

All concrete surfaces shall have an even finish, free from honey combs, air bubbles, fins or other
blemishes.

The formwork joints marks and other projections on concrete work exposed to view shall be
rubbed out with carborundum stone and made smooth and air holes, cavities and similar
imperfections shall be first saturated with water and filled with cement sand mortar (1:2) and
cured.

Except where a separate finish is to be applied, or where a trowel finish is called for, horizontal
concrete surface shall be floated and steel troweled after achieving initial set to prevent excess
fine materials from working to the surface.
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Preparation of DPR for M SW M System under Zone-II

Concrete surfaces to be subsequently plastered or where brickwork shall be built against it shall
be adequately hacked as soon as the form is stripped off so that proper bond can develop.

6.8.0 Curing and Protection of Concrete

Newly placed concrete shall be protected by approved means from rain, sun, and wind. Concrete
placed below the ground level be protected from falling earth during and after placing. Concrete
placed in ground containing deleterious substances shall be kept free from contact with such
ground or with water draining from such ground during placing of concrete and for a period of
at least three days or as otherwise instructed by the Engineer-in-Charge. The ground water
around newly poured concrete shall be kept to an approved level by pumping or other approved
means of drainage. Adequate steps shall be taken to protect immature concrete from damage
by debris, excessive loading, shocks, vibration, abrasion, traffic, rapid temperature changes,
mixing with earth or other deleterious material, etc. that may impair the strength and durability
of concrete.

As soon as the concrete has hardened sufficiently for the surface to be marked, it shall be
covered either with wet sacking, canvas or similar materials and kept continuously wet for at the
discretion of the Engineer-in-Charge, up to fourteen (14) days. Concrete slabs and floors shall be
cured by flooding with water of minimum 25 mm depth for the periods mentioned above.

Masonry work over the foundations concrete may be started after 48 hours of its laying but the
curing of concrete shall be continued for a minimum period of 7 days.

6.9.0 Sampling and Testing Criteria

6.9.1 General

1. Facilities required for sampling & testing materials and concrete in the field and in the
laboratory shall be provided by the Implementing agency. All sampling and testing shall be
done in accordance with relevant Indian Standard and this specification. Tests shall be done
in the field in the presence of the Engineer-in-Charge and the Implementing agency shall
submit the test result in triplicate within 3 days after completion of any test.

2. Concrete samples shall be cured under laboratory conditions, except when in the opinion of
the Engineer-in-Charge extreme weather conditions may prevail at which time the Engineer-
in-Charge may require curing under job conditions.

3. Ifthe “ test strength”ofthe lab oratorycontrol led cub es for anyportionofthe concrete work
falls below the compressive strength specified, the Engineer-in-Charge shall have the right
to order a change in the proportions or the water content for the remaining portion of the
structure, and shall have the right to require provisions for temperature and moisture
control, during the period of curing, as necessary to secure the required strength, and may
require re-tests on the basis of core test as given in IS: 456.

4. Concrete found unsuitable for acceptance shall be removed and replaced by the
implementing agency. The work shall be redone as per specification and to the satisfaction
of the Engineer-in-Charge and at no extra cost to the owner.

5. Rebound hammer test shall be carried out for ascertaining the quality of concrete work, as
directed by the Engineer-in-Charge
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Preparation of DPR for M SW M System under Zone-II

6. Core test shall be done as described in IS: 516. The number of cores required shall be as
decided by the Engineer-in-Charge and shall be represented of whole of the concrete
concerned. In no case, however, shall fewer than three cores be tested.

Concrete in the member represented by a core test shall be considered acceptable if the average
equivalent cube strength of the cores is equal to at least 85 percent of the cube strength of the
grade of concrete specified for the corresponding age and no individual core has strength less
than 75 percent.

6.9.2 Sampling of Concrete

Sampling from fresh concrete shall be taken according to IS: 1199 tested as per IS: 516. Normally
only compressive test shall be performed but the Engineer-in-Charge may require other tests to
be performed in accordance with IS: 516.

1. Trial Mixes

At least four trial mixes shall be made with, minimum 6 test cubes for each.

2. Works Tests

a. The minimum frequency of sampling of concrete of each grade shall be according to

clause 15.2.2 of IS: 456-2000. However, after getting continuous satisfactory results and
in the case of voluminous concrete works, the Engineer-in-Charge may at his discretion
reduce the frequency of sampling.

b. For each grade of concrete, and for each 8 hours (shift) of work or part thereof, at least
one sample consisting of six specimens shall be taken from each 50 cum. Of concrete or
part thereof, 3 specimens shall be tested at 7 days and remaining 3 shall be tested at 28
days. However, in all cases, the 28 days compressive strength shall alone be the criterion
for acceptance or rejection.

To control the consistency of concrete from every mixing plant, slump tests and/or compaction
factor tests in accordance with IS: 1199 shall be carried out by the implementing agency every
two hours or as directed by the Engineer-in-Charge. Slumps corresponding to the test specimens
shall be recorded for reference.

The strength of sample shall be the average of the strength of three specimens. The individual
variation should not be more than  15% of the average.

6.9.3 Acceptance criteria for concrete

The acceptance criteria of concrete shall be in accordance with Clause No. 16 of IS: 456.However,
in exceptional circumstances, the Engineer-in-Charge may at his discretion accept concrete of
lower strength than that specified at reduced rates pro-rata to the strength obtained. The
concrete shall be deemed to comply with the strength requirements, if:

1. Every sample has test strength not less than the characteristic value

Or

2. The strength of one or more samples, though less than the characteristic value, in each case
is not less than the greater of:
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

a. The characteristic strength minus 1.35 times the standard deviation and
b. 0.80 times the characteristic strength: and the average strength of all the samples is not
less than the characteristic strength + [1.65 –1.65/square root of (No. of Samples)] times
the standard deviation.

6.9.4 Tolerance Limits

Unless otherwise specified, the tolerance in construction shall be as follows:

Description of item/ structural element Permissible Deviation in mm

The dimensions of concrete as cast when compared

with those on the drawings shall be within the
tolerance given below:

Faces of concrete in foundation and structural

+ 25 - 10
members against which backfill is placed

Location of footing (for RCC framed structures only) + 25 - 25

2% of footing width of direction
Eccentricity of footing of misplacement but limited to 50
mm + 5

Cross sectional dimensions of walls, slabs and

+5 -5
similar structural elements

Deviation from specified dimensions of cross

+ 12 -6
section of columns and beams

Embedded parts (in any direction) +5 -5

Centers of pockets of grooves with greatest lateral

+ 10 - 10
dimension not exceeding 150 mm

3 mm for every meter subject to

Plumb
a maximum of 10 mm.

7.0.0 FORM W ORK AND STAGING

7.1.0 Scope

This section of the specification deals with the requirements for the supply, erection, dismantling
of formwork and staging required for cast-in-situ concrete works including for making pockets.

7.2.0 General Requirements

The implementing agency shall supply, fabricate erect and dismantle (after use) all temporary
and permanent formwork and staging that is required for all activities covered under the
specifications.
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Preparation of DPR for M SW M System under Zone-II

7.3.0 M aterials

Formwork shall compose of steel, plywood or best quality wood. Timber shall be free from
significant knots and shall be of medium grain as far as possible and hard woods shall be used as
caps. Timber shall be well seasoned, free from sap, worm holes, wraps or other surface defects
and shall smooth finish.

Staging unless specified otherwise shall generally be of mild steel tubes, steel beams and
channels etc. or strong sowbellies 150 mm in diameter or above.

7.4.0 Quality of Formw ork and Staging

The forms and staging shall be sufficiently strong to carry without undue deformation, the dead
weight of the concrete and the effects of vibration. The joints in the formwork shall be
sufficiently tight to prevent any leakage of mortar. The formwork shall be such as to ensure a
smooth uniform surface free from honeycombs, air bubbles, bulges, fins and other blemishes.

Bevelled strips 25 x 25 mm shall be provided to form angels and in corners of columns and beam
boxes for chamfering of corners if shown in drawings or directed by the Engineer-in-Charge.

The implementing agency shall maintain necessary camber in centering for all floor slabs and
beams in all spanning directions, so as to offset the deflection and assume correct shape.

7.5.0 Construction Operation

All form shall be thoroughly cleaned of old concrete, wood shavings, saw dust, dirt and dust
sticking to them before these are fixed in position. Before formwork is placed in position, the
form surface that will be in contact with concrete shall be treated with approved non-staining
oil or composition which is insoluble in water and not injurious to concrete. Care shall be taken
that the oil or composition does not come in contact with reinforcing steel or stain the concrete
surfaces.

7.6.0 Removal of Formw ork

The Implementing agency shall begin the removal of formwork only after approval of the
Engineer-in-Charge. He shall place on record the dates on which the concrete is placed in
different parts of the work and the dates of the removal of formwork there from. This record
shall be checked and countersigned by the Engineer-in-Charge.

Forms of various types of structural components shall, under normal circumstances, not be
removed before the minimum periods specified in clause 11.3 of IS: 456-2000, which shall also
be subject to the approval of the Engineer-in-Charge.

In normal circumstances and where ordinary Portland cement is used, forms may generally be
removed after the expiry of the following periods, according to clause no. 11.3 of IS:456-2000.

a) Walls, columns and vertical faces of all structural members as 1 to 2 days

directed by the Engineer-in-Charge
b) Slabs (Props left under) 3 days
c) Beams off its (props left under) 7 days
d) Removal of props under slabs
Spanning up to 4.5 M 7 days
Spanning over 4.5 M 14 days
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

e) Removal of props under Beams

Spanning up to 6 M 14 days
Spanning over 6 M 21 days
f) Cantilever Slabs 14 days

In case PPC/PSC is used instead of OPC, the removal of shuttering/support shall be after 50%
more time from that being applied for OPC unless otherwise permitted by the Engineer-in-
Charge. For concrete temperature above 40 Degree C. Stripping time shall be increased.

7.7.0 Reuse of Forms

Before reuse, all forms shall be thoroughly scraped, cleaned, holes and leaks satisfactorily
plugged, joints examined and inside surfaces treated as specified herein before. Formwork shall
not be used/reused, if declared unfit or unserviceable by the Engineer-in-Charge.

7.8.0 Dimensional Tolerance for Formw ork

Levels and heights  6 mm

Plumb 3 mm for every meter subject to maximum of 10 mm

Unevenness of any surfaces  3 mm

Length or breadth  12 mm

Diagonals  15 mm

8.0.0 REINFORCEM ENT

8.1.0 Scope

This section of the specification covers the technical requirements for fabricating and placing in
position of mild steel or High strength deformed steel reinforcement bars for all RCC works as
indicated in the drawings and as directed by the Engineer-in-Charge.

8.2.0 General Requirements

The implementing agency shall arrange for transport, fabricate and place reinforcement to
shapes and dimensions as indicated in the approved drawings and specifications and/or as
directed by the Engineer-in-Charge. The reinforcement shall be either mild steel or cold
deformed twisted steel bars conforming to relevant IS specifications as specified in Schedule of
Items and Drawings.

The implementing agency shall prepare bar bending schedules on the basis of information
furnished in the drawings, approved for construction, and submit the same for approval by the
Engineer-in-Charge. No work shall be commenced without the prior approval of the schedule by
the Engineer-in-Charge.

Any adjustments in reinforcement to suit field conditions, construction joint etc., other than
those shown on the drawings shall be subject to the approval of the Engineer-in-Charge, before
placing.

8.3.0 Storage and Handling

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Reinforcement and structural steel (including steel required for embedment) shall be stored
consignment wise and size wise off the ground by at least 150 mm and protected from rusting,
oil, grease and distortion by providing suitable cover. The storage area shall be such that water
does not accumulate and steel does not get corroded.

8.4.0 Bending and Placing

8.4.1 Bending

Reinforcing bars supplied bent or in coils shall be straightened in cold without damaging the
bars, before these are cut to size.

Reinforcing steel shall be bent in accordance with procedure specified in IS: 2502 and/or as
approved by the Engineer-in-Charge. Bends and shapes shall comply strictly with the dimensions
shown on the approved bar bending schedule and they shall be rechecked by the implementing
agency before bending and he shall be entirely responsible for their correctness. The details of
reinforcement shall be in accordance with IS: 5525 and SP: 34. Welding of bars to obtain
continuity shall not be allowed particularly for cold twisted bars unless specifically approved by
the Engineer-in-Charge. If welding is unavoidable, the work shall be carried out as per IS: 2751
and IS: 9417 and as directed by the Engineer-in-Charge.

8.4.2 Placing in Position

All reinforcement shall be accurately fixed and maintained in position as shown on the drawings
by means of steel chairs and or concrete spacer blocks as per IS:2502. Bars intended to be in
contact and crossing points, shall be securely bound together at all such points by two numbers
annealed steel wire of 1.2 mm size conforming to IS:280.

The vertical distance between successive layers of bars shall be maintained by provision of
spacer bars, and shall be so spaced that the main bars do not sag perceptively between adjacent
spacers.

Laps and anchorage length of reinforcing bars shall be as shown on the drawings and shall be in
accordance with IS: 456.

8.5.0 Cover to Reinforcement

Unless shown otherwise on the drawings, minimum clear concrete cover for reinforcement
(exclusive of plaster or other finishes) shall be as per provisions of IS: 456, subject to minimum
of the following:

For bottom reinforcement in footings, 75 mm, if concrete is laid against the ground or 50 mm if
laid on a layer of lean concrete.

For retaining walls, grade beams, top and sides of footings and similar surfaces exposed to
weather or ground, 50 mm for bars larger than 16 mm and 40 mm for bars up to 16 mm.

For concrete members exposed to the action of harmful chemicals, acids, alkalies, atmosphere,
sulphurous smoke, sea water etc., the cover shall be as shown on the drawings.

For liquid retaining structures 40 mm or diameter of main bar whichever is larger.

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Clear distance between reinforcing bars shall be in accordance with IS: 456 or as shown on
approved drawings.

9.0.0 STRUCTURAL STEEL W ORK

9.1.0 Scope

This section of specification covers the technical requirement for supply, fabrication & erection
of structural steel and associated works.

The specification covers structural steel works involving rolled sections, pipes, plates, chequered
plates, beams, fixing of embedded parts.

9.2.0 General Requirement

The implementing agency shall furnish all labour, plant, equipment's, consumables, scaffolding,
tools, tackles, materials etc., required for the completion of work on schedule in accordance with
drawings and as described herein and/or as directed by the Engineer-in-Charge

9.3.0 Safe w orking

The implementing agency shall strictly follows, at all stages of fabrication, transportation and
erection of steel structures, the stipulation contained in the Indian Standard Safety Code for
erection of structural steel work IS: 7205.

9.4.0 Detailed W orking/ Fabrication Drawings

Fabrication drawings shall be prepared by the implementing agency based on the scope of
drawings supplied by the owner. The detailed working drawings shall indicate complete details
of fabrication and erection weld size, lengths etc.

9.5.0 M aterials

Structural steel rolled sections and plates shall confom1 to IS: 2062. Pipes shall conform to IS:
1161. Chequered plates shall confon11 to IS: 3502. All other materials shall be as per the relevant
Indian Standards and as specified in IS: 800.

9.6.0 Fabrication

Fabrication work shall be carried out in accordance with IS: 800 as well as stipulations contained
in these specifications.

All steel materials shall be straightened and/or flattened, wherever required by straightening
machine, though minor kinks or bends may be corrected by limited heating under careful
supervision.

9.7.0 Cutting Plan

The implementing agency shall prepare cutting plan according to detailed working drawings,
taking into consideration the availability of material, the cut pieces generated during work with
the objective of minimizing waste

9.7.1 Straightening and Cutting

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

All steel materials shall be straightened and/ or flattened, wherever required by straightening
machine, though minor kinks or bends may be corrected by limited heating under careful
supervision.

9.7.2 Cutting

Cutting may be effected by shearing, cropping sawing or by gas cutting by mechanically

controlled torch. Gas cutting by hand may only be used when specifically authorized in writing
by the Engineer-in-Charge.

9.7.3 Grinding

All the edges cut by flame shall be ground before they are welded.

9.7.4 Assembly

The components parts shall be assembled in such a manner that they are neither twisted nor
otherwise damaged.

9.7.5 W elding

Welding shall be carried as per IS: 816 and IS: 9595 and the welding procedure duly approved by
the Engineer-in-Charge.
All structural welding shall be done by welders who qualify the appropriate tests laid down in IS:
817 and IS: 1181. The entire weld of any structure joint shall be made by one welder.

9.7.6 Electrodes

The electrodes used shall be of suitable type and size depending upon specifications of the
parent materials, the method of welding and quality of weld desired.

Where coated electrodes are used they shall meet the requirements of IS: 814. All electrodes
shall be stored properly as per manufacturer's recommendations.

Specific approval of the Engineer-in-Charge shall be taken by the implementing agency for the
various electrodes proposed to be used on the work before any welding is started.

9.7.7 Preheating

Preheating shall, be done wherever required as per IS: 9595

1. When base metal not otherwise required to be preheated is at a temperature below 0o C it
shall be preheated to at least 20° C.
2. Thermo-chalk or other approved methods shall be used for measuring the plate
temperature.
All welding shall be done in a proper sequence.

9.8.0 Inspection of W elds

9.8.1 Visual Inspection

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Preparation of DPR for M SW M System under Zone-II

100 percent of the welds shall be inspected visually after cleaning the weld surface with steel
wire brushes/chisels to remove slag, scales, and the spatter metal. The weld shall be correct in
size, length and shall be of regular height and width and shall be free from defects like craters
on the surface under cuts, and visible cracks. Weld gauges shall be used to measure the weld
sizes.

Wherever above mentioned defects are noticed, the welds, in such locations shall be removed
by gouging process. The joints shall be prepared again by cleaning the burrs and residual matters
with wire brushes and grinded and rewelded.

9.9.0 Erection Procedure

Before any steel work leaves the implementing agency's fabrication site it shall be suitably
marked in accordance with the approved fabrication drawings.

9.9.1 Erection Scheme

The implementing agency shall submit for approval of the Engineer-in-Charge is erection
scheme giving full details of the method of handling, transport, hoisting and erection including
false work/staging, temporary bracing, guying etc.

Erection shall commence only after approval of the implementing agency's proposed erection
scheme.

9.9.2 Dismantling of Steel W ork

The new structure shall be dismantled wherever called for. Such dismantling shall be done
carefully without causing damage to other structures and further modifications shall be done in
the fabrication yard.

9.9.3 M odification

The work of modification may involve cutting of certain portions or gouging of welds, cuttings,
grinding, fabrication, welding drilling holes, straightening, removal of bends, painting and touch
up painting, transporting the cut and removed parts/items and new steel to be added.

9.9.4 Re-erection

The work of re-erection includes transportation of structures from field fabrication yard to
erection site, lifting of same to the required portion aligning, erection in position, inclusive of
erection bolts, tack welding, final welding and touch up painting etc., complete to the
satisfaction of the Engineer-in-Charge.

9.10.0 Painting

After inspection and issue of test acceptance certificate, all steel surfaces shall be painted, as
per the specifications given in the tender document and to the satisfaction of the Engineer-in-
Charge.

9.10.1 Surface Preparation

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The surface preparation shall be done as per IS: 1477 (Part-I) The surface shall be cleaned, de
greased and descaled manually.

9.10.2 Application of Priming Coat

The primers shall consist of red oxide zinc chromate conforming to IS: 2074. Two coats of primer
paint shall be applied first at the shop and the second after the erection is completed.

Application of primer shall be done by brush or by any other method specified in IS: 1477 (Part-
II) Touch up painting shall be done after erection.

9.10.3 Application of Finishing Coats

Before application of finishing coats the second coat of primer paint shall be completed.

Finishing coat shall be synthetic enamel paint conforming to IS: 2932 & IS: 2933. Total coating
thickness (DFT) of the painting shall not be less than 100 micron.

9.10.4 Embedded Parts

The embedded steel parts shall be properly placed in position with lugs. Temporary supports
shall be provided to ensure proper installation of the embedded parts and these shall be in
plumb and level. Concrete around the embedded parts shall be properly compacted so as to
avoid voids or honeycombing. The structure shall be hoisted and placed in position carefully
without any damage to itself or to the structure in which it is to be fixed and injury to workmen.
If necessary, appliance such as lifting shall be used.

9.10.5 Hand Railings

Pipe hand rails shall be of standard weight galvanized steel pipes of flush welded construction,
ground smooth, using 32 mm nominal bore medium class pipes with double rail, 1.2 meter above
platform level and pipe posts spread not more than 1.5 meters apart as per the drawings or
instructions of Engineer-in-Charge.

9.10.6 Covers

Chequered plates shall be fixed to supporting members by tack welding or by counter sunk bolts.
Care shall be taken to avoid distortion of the plate while welding of stiffening angles/vertical
stiffening ribs.

9.11.0 Bolts
Stainless steel Bolt with a 38 x 6 mm stainless steel flat bar shall be used to bind the HDPE liner
with the concrete in leachate collection sump, leachate detection sump etc as shown in the
drawings. Bolts shall generally conform to IS: 5624.

All bolts shall be embedded in concrete in plumb and in level at true location. The threads shall
be protected by using PVC tape.

Hexagonal nuts and locknuts shall conform to 1S:4218.

9.11.1 Permanent Bolts

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Preparation of DPR for M SW M System under Zone-II

Permanents bolts used for connection of structural steel members shall conform to 1S:1363,
1S:13643 and 1S:1367. These shall be provided with washers, nuts and locknuts.

10.0.0 STONE W ORK-RANDOM RUBBLE M ASONRY

10.1.0 Scope

This section covers the furnishing of all labor, materials and equipment and the performing of
all operations required for the stone masonry work and incidental items pertinent thereto all in
accordance with the drawings, specifications, schedule of items and as directed by the Engineer-
in-Charge.

10.2.0 General Requirements

The stone shall be of the type specified, shall be hard, sound and free from decay and
weathering. This shall be obtained from an approved quarry. Stones with round surface shall not
be used. Stones shall be properly hammered dressed on the face, the sides and the beds to
enable it to come in close proximity with the neighboring stone. IS: 1597 shall be followed as
general guidance for construction of stone masonry.

10.3.0 M ortar

Mortar used for joining shall be as specified and the ingredients shall conform to relevant IS
codes or as specified.

10.4.0 Laying

All stones shall be wetted before use. The vertical faces shall be carried up truly plumb, or to the
specified batter. Face stones shall extend well into backing. These shall be arranged to break
joints as much as possible and to avoid vertical lines of joints. Their height shall not be greater
than the breadth at the face of the depth inwards. The hearting or interior filling of the wall face
shall consist of rubble stones which may be of any shape but do not pass through a circular ring
of 15 cm. Inner diameter, thickness of these stones in any direction shall not be less than 10 cm.
These shall be carefully laid, hammered down with a wooden mallet into position and solidly
bedded in mortar, chips and spells of stone being used wherever necessary to avoid thick mortar
beds or joints and at the same time ensuring that no hollow spaces are left anywhere in the
masonry. The use of chips shall be restricted to the filling of interstices between the adjacent
stones in hearting and these shall not exceed 20% of the quantity of stone masonry.

10.5.0 Bond Stones

Bond or through stones running right through the thickness of walls shall be provided in walls
up to 60 cm thick. If the walls are more than 60 cm thick, two or more bond stones over lapping
each other by at least 15 cm shall be provided in a line from face to back. At least one bond stone
or a set of bond stones shall be provided for every 0.5 sq. meter of wall surface.

10.6.0 Quoins
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Preparation of DPR for M SW M System under Zone-II

The quoins shall be selected stones neatly dressed with the hammer or chisel to from the
required angle, and laid header and stretcher alternately. No quoin stone shall be less than 25 x
25 x 25 cm.

10.7.0 Joints

Stones shall be so laid that joints are full of mortar. Face joints shall not be more than 2.5 cm
thick.

10.8.0 Curing

Green work shall be protected from the effects of sun, rain etc. by suitable covering. All the
masonry work shall be kept constantly moist on the faces for a period of seven days.

10.9.0 Embedding of Fixtures

All fixtures to be embedded in mortar and masonry units shall be properly fixed as indicated in
the drawings.

10.10.0 Encasing of Structural Steel and Pipes

This shall be done by building masonry work round fringes, webs etc. and filling the gap between
steel and masonry by minimum 12 mm thick mortar. Encased members shall be wrapped with
chicken wire mesh of 18 gauge when shown on drawings or instructed by the Engineer-in-
Charge. The minimum lap in chicken wire mesh shall be 50mm.

11.0.0 FILLING FOR CLAY LINER AND FOUNDATION

11.1.0 Scope

This section of specification covers the item of filling for clay liner and foundation as indicated in
the drawings. This section also covers borrowing approved quality of impervious clay from
approved designated borrow areas,

11.2.0 General Requirements

a. The Implementing agency shall furnish all labour, equipment and material required for
complete performance of the work in accordance with the drawings, schedule of items and
as described herein.

b. The foundation and clay liner shall be constructed in layers not exceeding 200 mm in
compacted thickness and in the manner described under placing the Earth fill in Clause 8.5.0
using impervious clayey soil obtained from approved designated borrow areas having
hydraulic conductivity in the range of 10-7cm/ see and plasticity index between 10 to 30%.
The soil layers shall not contain soil particles or chunks of rocks larger than 25 mm in size,
the suitability or otherwise of the material shall be determined by laboratory tests. Each
layer of earth deposited shall the be compacted to have a dry density not less than 95% of
the maximum dry density (standard proctor) for the soil with suitable tractor drawn heavy
sheep foot tamping rollers or by any other method approved by the Engineer-in-Charge. The
compaction will have to be uniform throughout the length and breadth of the layers. The
roller should be made to travel over the entire section of each layer so that the earth is fully
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Preparation of DPR for M SW M System under Zone-II

compacted and the roller leaves no visible marks on the surface, Where smooth rollers are
used with the approval of the Engineer-in-Charge, the surface of each layer of compacted
material shall be roughened with a harrow and thoroughly furrowed or raked before
depositing the succeeding layer of material. Care shall be exercised to avoid occurrence of
horizontal seams. Earthwork should be continuous from day-to-day. In case of break in
compaction exceeding four days, the dried surface shall be well watered and harrowed
before a fresh layer of earth is laid on it.

c. Before placing the HDPE pipes within the embankment, construction of embankment up to
600 mm above the RCC lining for pipes shall be carried out without actually placing the pipes.
Later on, trenches shall be excavated for pipes and lining work and pits for cutoff collars.
These trenches shall then be filled using CL-ML type soil (plasticity index 720). Earth layer
deposited in these trenches shall be compacted with plate compactors to have a dry density
not less than 95% of the maximum dry density (standard proctor).

d. The spreading of the next layer shall be carried out only after the underlying layer has been
approved by the Engineer-in-Charge or his authorized representative.

11.3.0 W ater for Clay filling w orks

The Implementing agency has to make his own arrangements for the supply of water for earth
filling works. It shall be the responsibility of the Implementing agency to identify and develop
water source or sources, running a pipe line/pipe lines laid at a distance not less 10 meters away
from the toe/heel of the embankment for conveying the water required for the work from the
supply sources, tapping water from manifolds provided at suitable intervals along the pipe line
with the aid of water hoses and sprinkling jets for sprinkling water uniformly over the entire area
(and not poured in patches) for bringing up the layers to the required moisture content.
Alternately he may employ sufficient number of water tankers also. No separate payment for
the above will be made and entire cost on account of the same shall be included in the rates for
relevant items of schedule.

12.0.0 FOUNDATION FOR EM BANKM ENT

12.1.0 Scope

This section covers the preparation/compaction of foundation of the embankment as indicated

in the drawings and described herein.

12.2.0 General Requirements

a. Foundation preparation shall be perfom1ed as per drawings and as described herein

subsequent to stripping of foundation and excavation, if any. No material shall be placed in
any section of the fill portion until the foundation for that section of the fill has been
dewatered, suitably prepared and has been approved by the Engineer-in-Charge. All
portions of excavations made for test pits or other sub-surface investigation and all other
existing cavities, found within the area are to be filled with earth and properly compacted
and which extend below the established lines of excavation for foundation shall be filled
with earth of the corresponding zone and properly compacted. The foundation should be
free from all organic materials, vegetable sods. The topsoil of foundation should be stripped
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Preparation of DPR for M SW M System under Zone-II

properly such that vegetable sods and top layers are removed to ensure proper bond
between embankment and foundation.

b. Masonry surfaces of the back of retaining walls, wing walls and box culverts etc. against
which the fill is to be placed, shall be cleaned and moistened prior to placing the earth. The
foundation immediately adjacent to the masonry/concrete structures shall be thoroughly
cleaned of loose materials and moistened. Pools of water shall not be permitted in the
foundation and shall be drained and cleaned prior to placing the first layer of embankment
material.

13.0.0 EARTHERN EM BANKM ENT

13.1.0 Scope

This section of specification covers the earthwork involved in the embankment formation as per
the drawings and as mentioned herein.

13.2.0 General Requirement

The Implementing agency shall furnish all labour, equipment and materials required for
complete performance of the work in accordance with drawings, schedule of items and as
described herein.

13.3.0 Earthen Embankment

The embankment shall be constructed to the lines and grades shown on the drawings. Placement
of fill shall be performed in an orderly way and in an efficient and workman like manner, so as
to produce fills having such quantities of density, strength and permeability as will ensure the
highest practicable degree of stability and performance of the embankment.

No bushes, roots, sods or other perishable or unsuitable materials shall be placed in the
embankment. The suitability of each part of the foundation for placing embankment materials
thereon and of all materials for use in embankment construction shall be determined by the
Engineer-in-Charge. The embankment may be constructed in separate portions, provided that:

a. The slopes of the bonding surfaces between the previously completed portions of the
embankment and materials to be placed in each zone shall not be steeper than 2.5 horizontal
to 1 vertical along the centerline of the embankment.
b. The embankment is constructed right across the whole section in each portion.

13.4.0 Fill M aterials

The materials for embankment shall be obtained from the designated borrow areas and
available excavated material. In general all materials from the particular borrow area shall be a
mixture of materials obtained for the full depth of the cut. Some earth material available from
the excavation in the landfill area if found suitable will also be used for the embankment
construction.

13.4.1 Placing the fill material

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

a. Before placing the fill the foundation shall be prepared and compacted as per chapter C6.
Prior to placing the first layer of embankment on the foundation moistening and compacting
the surface by rolling to achieve dry density not less than 95% of maximum dry density.
(Standard Proctor) shall be done. The distribution and gradation of materials throughout the
fill shall be as shown in the drawings or as directed. The fills shall be free from lenses,
pockets, streaks, or layers of material differing suitably in texture or gradation from the
surrounding material. The combined excavation and placing operations shall be such that
the materials when compacted in the fill will be blended sufficiently to produce the specified
degree of compaction and stability. The earth obtained from a particular borrow area as far
as possible shall be used in forming the complete cross-section of the fill for a particular
stretch. Sequencing of the placing of fill material shall be such that it shall be possible to
identify at all stages of construction which borrow area material is used in which stretch of
the fill/embankment.
b. No stones cobbles or rock fragments, having maximum dimensions of more than 5 cm shall
be placed in the fill. Such stones and cobbles shall be removed either at the borrow pit or
after being transported to the site but before the materials in the fill are rolled and
compacted. Such stones or cobbles shall be placed in other portions of embankment if found
suitable or rejected as directed. The materials shall be placed in the fill in continuous
horizontal layers, stretching right across the whole section, not more than 20 cm in
compacted thickness and rolled as herein specified. During construction a small transverse
slope from center towards the edges should be given to avoid pools or water forming due
to rains. The surface of materials to be placed thereon shall be moistened and/or worked
with harrow, or other suitable equipment, in an approved manner to a sufficient depth to
provide a satisfactory bonding surface before the next layer of fill material is placed. If the
rolled surface of any fill is found to be too wet for proper compaction, it shall be raked up,
allowed to dry, or shall be worked with a harrow or any other approved equipment to reduce
the moisture content to the required amount and then it shall be re compacted before the
next layer of earth is placed.

c. When compacting the soils against steep rock abutment or walls or masonry or concrete
structure the construction surface of embankment shall be sloped away from rock or
masonry or concrete structures for a distance of 3 m to 4 m at an inclination not steeper
than 6 horizontal to 1 vertical. If the foundation surface is too irregular to allow the use of a
large roller directly against a structure or rock out crop, the roller shall be used to compact
the soil as close to the structure or the out crop as possible and the portion of the
embankment directly against the rock or the structure shall be compacted with pneumatic
hand tampers in thin layers. The moisture content of the earth placed against the rock or
the structure shall be high enough to allow it to be compacted into all irregularities of the
rock. Care shall be taken in placing the first layer of the fill so that no damage is caused by
the hauling machinery to the base grade as this may get concealed by the spread layer or
fill. Sheep foot roller shall not be employed for compacting till the thickness of the layers
already compacted by other means is greater by 30 cm than the depth of the feet on the
roller drum. The soil for the first layer shall be at moisture content sufficient to enable
bonding of the fill with the rock surface.

13.5.0 W eather Conditions

Embankment materials shall be placed only when the weather conditions are satisfactory to
permit accurate control of the moisture content in the embankment materials.

13.6.0 M oisture Control

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Prior to and during compacting operations, the materials in each layer of earth shall have
moisture content about 2% less than the optimum moisture content. Laboratory investigations
may impose some restrictions on the lower limits of the practicable moisture contents on the
basis of studies of compaction in embankment. As far as practicable the materials shall be
brought to the proper moisture content in the borrow area before excavation. If additional
moisture content is required, it shall be added by sprinkling water before rolling. The
Implementing agency shall make his own arrangements for supply of water in a manner
described under water for earth fill work. If the moisture content is greater than required, the
material shall be spread and allowed to dry before starting rolling. The moisture content shall
be uniform throughout the layer of material and ploughing, dicing, harrowing or other methods
of mixing may be required to obtain uniform distribution. If the moisture content is more or less
than the range of the required particle, moisture content, or if it is not uniformly distributed
throughout the layer, rolling shall be stopped and shall be started again only when the above
conditions are satisfied.

13.7.0 Compaction Equipment

While the specifications provide that equipment of a particular type and size is to be furnished
and used, it is to be understood that the use of improved equipment is to be encouraged.
Tamping (sheep foot) rollers or pneumatic rollers and vibratory rollers shall be used for
compacting cohesive materials and pneumatic rollers and vibratory rollers shall be used for
compacting cohesion less materials
a. Tamping (Sheep foot) Rollers

Tamping rollers shall conform to the following requirements

b. Roller drums

Each drum of a roller shall have an outside diameter of not less than 1.5 m and shall not be
more than 1.8 m in length. The space between two adjacent drums when on level surface
shall neither be less than 30 cm nor more than 40 cm. Each drum shall be free to pivot about
an axis parallel to the direction of travel.

c. Tamping Feet

At least one tamping foot shall be provided for each 600 sq.cm of drum surface. The shape
measured on the surface of the drum between the centers of any two adjacent tamping feet
shall not less than 25 cm.

The length of each tamping foot from the outside surface of the drum..-'3hall be maintained
at not less than 25 cm. The cross sectional area of each tamping foot shall" not be more than
60 sq .cm at a plane normal to the axis of the shank 15 cm from the drum surface and shall
be maintained at not less than 45 sq. cm and not more than 60 sq. cm at a place normal to
the axis of the shank 20 cm from the drum surface.

d. Roller Weight

The weight of a roller when fully loaded shall not be less than 7000 kgs per drum. The loading
used in the roller drums and operating of rollers shall be as required to obtain the desired
breakdown and compaction of materials. If more than one roller is used on anyone layer of
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Preparation of DPR for M SW M System under Zone-II

fill, all rollers so used shall be of the same type and essentially of the same dimensions.
Tractors used for pulling rollers shall have sufficient power to pull them at a speed of about
4 km per hour with drums fully loaded. During the operation of rolling the spaces between
the tamping feet shall be kept clear of materials which could impair the effectiveness of the
tamping rollers. If the rollers used are at tandem, the tamper spacing shall be set so that the
circumferential rows of the rear drums are in line with the midpoint between the
circumferential rows on the forward drums.

e. Pneumatic rollers

Pneumatic rollers shall have four wheels equipped with pneumatic tyres and a body suitable
for ballast loading so that the load per wheel may be varied as necessary from 7000 kgs to
11000 kgs. Tyre pressure shall not exceed 2.5 kgs/ sq. cm. The tyres shall be of such size and
ply as can be maintained during rolling operations with tire pressure not greater than 2.5
kgs/ sq. cm for a 11000 kgs wheel load. The roller wheels shall be located abreast and each
wheel and tire shall be mounted in such a way that all wheels exert approximately equal
loads when traversing uneven grounds. The spacing of the wheels shall be such that the
distances between the nearest edges of adjacent tyres at the imprint will not be greater than
50 per cent of the width of single tire. When one pneumatic roller is attached to a tractor,
the entire tractor and roller unit shall be capable of executing a 180 deg turn on a 5 m radius.

f. Vibratory Rollers

Vibratory rollers shall have dead weight 5 to 15 tonnes and the vibrators shall have
frequency between 1100 and 1800 pulses per minute and amplitude of vibration shall
between 0.5 mm and 1.5 mm

13.8.0 Rolling and Tamping

a. Rolling

When each layer of material has been conditioned, so as to have the proper moisture
content uniformly distributed throughout the material, it shall be compacted by passing the
roller. The exact number of passes shall be decided after necessary field tests. The layers
shall be compacted in strips overlapping not less than 0.6 m. The rollers or loaded vehicles
shall travel in a direction parallel to the axis of the embankment. Turns shall be made
carefully to ensure uniform compaction. Rollers shall always be pulled Density tests shall be
made after rolling and the dry density attained shall be not less than 95% of maximum dry
density (Standard Proctor) obtained in the Laboratory for the type of material used.
b. Tamping

Rollers will not be permitted to operate within 1.0 m of concrete and masonry structures. In
locations where compaction of the earth fill material by means of the roller is impracticable
or undesirable, which would be designated at the sole discretion of the Engineer-in-Charge
the earth shall be specially compacted

Fill shall be spread in layers not more than 20 cm in compacted thickness and shall be
moistened to have the required moisture content. When each layer of material has been
conditioned to have the required moisture content it shall be compacted to achieve the dry
density of 'not less than 95% of Maximum Dry Density (Standard Proctor) by special rollers
mechanical tampers hand held vibratory tampers or by other approved methods and all
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Preparation of DPR for M SW M System under Zone-II

equipment and methods used shall be subject to approval based on evidence of actual
performance. The moisture control and compaction shall be equivalent to that obtained in
the earth actually placed in the embankment in accordance with clause 8.7.0 and 8.9.1.

13.9.0 Inspection Test

Control tests shall be carried out in laboratory from time to time to determine whether the earth
produced by methods employed satisfies the requirements of the specifications. Routine field
tests shall also be carried out by the Engineer-in-Charge and the work shall be inspected
regularly. Field density test should be particularly and specially made in the following areas.

a. Where the degree of compaction is doubtful.

b. Where embankment operations are concentrated i.e. where 2 or more layers are placed one
over the other on the same day.
c. To represent every 1000 cu. meters of embankment placed.
d. AtIeast one test for every full or part shift of compaction operations and
e. AtIeast one test for every 250 m length of embankment in each layer.

The Engineer-in-Charge shall determine whether the desired results are being obtained.

The Implementing agency shall provide all facilities such as labour conveyance equipment etc.
required for collection of samples and to conduct test in situ or at laboratory. Relevant test to
be conducted by the Engineer-in-Charge at his discretion at the borrow area, on embankment
and at laboratory are listed out in the Annexure II.

13.10.0 Dressing and Trimming of the slopes

The outer slopes of the embankment shall be neatly dressed to line. Compaction shall extend
over the full width of the embankment and the material in the slopes shall be compacted as for
the rest of structure. To ensure proper compaction at the outer edge, the fill shall be constructed
for a minimum of 0.5 m extra width on either edges or the outer edge dressed to true width and
slope after compaction. No earth slope shall be left without trimming to design slope. Slopes
shall be maintained until final completion and acceptance. Any material that is lost by
weathering or due to any other cause shall be replaced. The trimmed material is permitted for
reuse in the embankment. No separate payment will, however be made for forming extra width
offsets or trimming the slopes and the unit rates for the embankment work shall therefore
provide for the same.

13.11.0 Provision for Settlement

While forming the embankment due allowance shall be made to allow for settlement so as to
maintain the top of embankment at designed elevation.

14.0.0 TURFING

14.1.0 Scope

This section of specifications covers turfing on the slope of the embankment as Indicated in the
following drawing and mentioned herein with turf sods.

14.2.0 General Requirement

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The implementing agency shall furnish all labour, equipment and materials required for the
complete performance of the work in accordance with the drawings, schedule of items and as
described herein.
Grass turf sods of approved variety shall be used in this work. No directing planting of grass on
the embankment slope shall be permitted.
14.3.0 Placing

The slope of the embankment including berms if any shall be turf sodded. After the slope has
been dressed to line, it shall be slightly roughened and scarified. The entire slope surface shall
then be covered with a layer of turf sod consisting of blocks of thin lining grass growth of
approved species. The sods shall include a mat of roots and earth. Thick Sod containing an
excessive amount of obnoxious weed growth shall be excluded Sod shall be carefully handled in
transportation and placing so that a minimum amount of earth will be lost from the root mass.
The blocks of sod shall be laid on the slope in close contact and then tamped firmly in place so
as to fill and close the joints between blocks. The interval of time between cutting and laying
shall be kept to a minimum and sod shall not be permitted to dry out. Immediately after placing
the sods, slope shall be thoroughly wetted and then kept moist for 3 months or till such time the
grass establishes itself uniforn1ly on the surface whichever is later. The watering shall be done.
The growth of weeds on the turfing shall be prevented by removing them and disposing off. The
finished work shall be to the satisfaction of the Engineer-in-Charge and his decision shall be final
in the matter.

15.0.0 HDPE LINER

15.1.0 Scope

This section covers the specifications for the supply, laying, jointing and testing of HDPE
geomembrane liner as per the drawings and specifications mentioned herein to the satisfaction
of the Engineer-in-charge

15.2.0 Sheet M aterial

The HDPE sheet shall conform to the minimum average roll value requirements listed below in
Table-2. The minimum width of the roll shall be 8 m and the minimum length shall be 150 m.

Table-2: Specification of HDPE as Liner M aterial

Parameter Test M ethod M inimum values

Thickness, mm ASTM D 5199 1.5 mm (-5% to

+10%)

Color - Black

ASTM E 96 2.3 x 10-14 cm/sec.

Permeability
Density ASTM D 1505 >0.935 gm/cc

Coefficient of Linear ASTM E 831 1.5 x 10-4  C-1

Thermal Expansion
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Preparation of DPR for M SW M System under Zone-II

Parameter Test M ethod M inimum values

Tensile Strength at ASTM D 638, 245 N /cm width

Yield Type IV Dumbbell
at 2 inch/min

Tensile Strength at ASTM D 638, 420 N/cm width

Break Type IV Dumbbell
at 2 inch/min

Elongation at Yield ASTM D 638, 12-13 %

Type IV Dumbbell
at 2 inch/min

Elongation at Break ASTM D 638, 700 %

Type IV Dumbbell
at 2 inch/min

Carbon Black ASTM D 4218 2 to 2.5%

Ozone resistance ASTM D 1149, No crack

168 hrs

Water absorption ASTM D 570, 23 0.1%

C

Environmental Stress ASTM D 1693 > 2000 hrs

Cracking

Volatile Losses ASTM D 1203 0.1%

Tear Resistance ASTM D 1004, A 131 N/mm

Water Vapor 0.024 g/day.m2

Transmission ASTM E 96

Puncture Resistance ASTM D 4833 3500 N/cm

Seam Properties ASTM D 4437

mod.
(a) Shear Strength 13.8 MPa

(b) Peel Strength (hot 10.3 MPa

wedge fusion)

( c) Peel Strength (filled

extrusion) 9.0 MPa

Change in weight (%) EPA 9090A, <10

Chemical
Compatibility
Test

Change in volume (%) EPA 9090A, <10

Chemical
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Parameter Test M ethod M inimum values

Compatibility
Test

Change in tensile EPA 9090A, <20

strength (%) Chemical
Compatibility
Test

Change in elongation EPA 9090A, <30

at break (%) Chemical
Compatibility
Test

Change in modulus (%) EPA 9090A, <30

Chemical
Compatibility
Test

Change in hardness EPA 9090A, <10

(%) Chemical
Compatibility
Test

15.3.0 QA/ QC Requirements for M embrane Raw M aterials

All raw material supplied to the manufacturer shall be delivered in rail car batches and must be
supplied with test certification from the raw material supplier. The certification must state the
results of tests, which confirm the quality of the resin. The raw material supplier must also
confirm that each batch of resin is all of the same type and is 100% Virgin. Each batch of resin
shall be given an identification (batch) number which shall be used and remain on file to keep
track of all rolls manufactured from each batch.

The use of any off spec, recycled or blends of resins will not be considered. Prior to the
production of the membrane, the membrane manufacturer shall test the raw material batches
to certify the raw material suppliers test results and entity of the singular resin. The membrane
manufacturer shall provide certification and all available test result for raw materials prior to the
delivery of materials to site.

15.4.0 QA/ QC Requirements for M embrane M anufacturing

The manufacturing process shall be a fully automated Flat-Cast extrusion process controlled by
a fully computerized system. The control system shall provide for the continuous monitoring of
the parameters like; Temperature, Pressure and Speed. The manufacturing process must also
provide for the automated continuous monitoring of thickness and sheet quality.

15.4.1 Thickness: - Each roll shall be tested automatically and evenly over its entire surface area, the
minimum parameters acceptable for testing each roll shall be 6,000 thickness point checks. The
acceptable thickness for each roll shall not be greater than -5% to +10% of the specified material
thickness.
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Preparation of DPR for M SW M System under Zone-II

15.4.2 Sheet Quality: - Each roll shall be tested automatically for High Voltage Test over its entire
surface area for any point of Electrical Continuity through (across) the thickness of the sheet.
The high voltage scanner shall be capable of detecting any pinhole, void or significant reduction
of electrical resistance. Any roll detected to have holes or electrically conductive inclusions shall
be rejected and not sent to the site.

Each roll delivered to site shall be provided with a roll test data report, these reports must
provide the following information and test results as per the specified ASTM standards, reports
must also carry the manufactures laboratory QA/QC approval seal

The liner material shall be supplied with a 125mm-film sheet along the roll longitudinal edges in
order to keep this zone clean and to stop oxidization. This film shall be removed immediately
before welding.

The overlapping and welding area shall be marked to assure an optimum welding. The HDPE
liner shall have a glossy smooth surface.

15.4.3 Roll Identification

1. Roll Number and dimensions

2. Production Date
3. Area of Sheet on Roll
4. Roll Length
5. Roll Width
6. Roll Weight

15.4.4 Resin Lot Information

1. Batch Number
2. Resin Type
3. Resin Test Results as per following ASTM Test methods.
a. Density D792
b. Moisture D570
c. Brittleness D746
d. Melt Index D1238
e. O.I.T. D3895

15.4.5 M embrane Property

The implementing agency will arrange to carry out the following tests, at their cost, at a reputed
and approved laboratory at the time of execution of work to ascertain and assure the quality of
material received at project site. The tests shall be witnessed by client / consultant at their
discretion. The frequency of tests for physical and mechanical properties and their conformity
norms are indicated in following Table.

Frequency Property Norms (ASTM )

1/5000 m2 Thickness D-5199

1/5000 m2 D-792
Density
1/5000 m2 D-1603
Carbon black content
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Frequency Property Norms (ASTM )

1/5000 m2 D-5596-94
Carbon black dispersion
Mechanical Properties Tensile
1/1500 m2 D-638 Mod.NSF 43
resistance

1/2000 m2 D-4437, 6.3 NSF

Shear test (on seam) mod.
D-4437, 6.2 NSF
1/2000 m2 Peel test (on seam) mod.
Rupture test (on seam)
US-EPA.

Every lot ASTM D 1693 –B

ESCR
1/5000 m2 ASTM D 4833
Puncture Resistance
1/5000 m2 ASTM D 1004
Tear Resistance
Sample size for conformity test a meter of the entire width for the
Note
roll and must not be taken in the first thickness.

15.5.0 QA/ QC at site

The material shall be inspected after it is delivered at site as follows:

1. Rolls or portions of rolls that appear damaged shall be marked.

2. Verification shall be done to ensure that materials are stored in secure place and are
protected against dirt, theft, vandalism, and passage of vehicles.
3. Rolls shall be properly labelled with date and roll size.

Any material rejected on site by the Engineer-in-charge shall be jointly inspected by the
Engineer-in-Charge and the Manufacturer/Installer. If required, the material shall be tested and
if the material is unable to meet the specification, it shall be replaced by the Manufacturer /
Installer at his cost.

15.6.0 Preparation for HDPE Liner Deployment :

Prior to commencement of HDPE liner deployment, layout drawings shall be prepared to indicate
the panel configuration and general location of field seams for the project. The actual panel
layout may vary, but shall have to be approved by the Engineer-in-charge, in order to
accommodate field conditions. Each panel used for the installation will be given a number that
will be correlated with a batch or roll number.

Overlap the panels of geo-memb rane approx imatel ysix(6” )inches prior towel ding.C leanthe
seal area prior to seaming to assure the area is clean and free of moisture, dirt or debris of any
kind. No grinding is required for fusion welding.

Adjust the panels so that the seams are aligned with the fewest possible number of wrinkles and
“fishmouth” .
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Grind seams overlap prior to welding within one (1) hour of the welding operation in a manner
that does not damage the geo-membrane. Grind marks should be covered with extrude
whenever possible. In all cases, grinding should not extend more thanone quarter inch( 1/
4”)
past the edge of the area covered by the extrude welding.

15.6.1 Special Instructions for Installation

Implementing agency shall protect the sub soil desiccation, flooding protection, if required may
consist of a thin plastic protective cover (or other material as approved by Engineer-in-Charge
installed over the completed sub-soil until such times as the placement of geo-membrane liner
b egins.S ub soilfound tohav e desiccationcrack s greater thanhalfinch( 1/2”)inwidthor depth
or which exhibit swelling, heaving or other similar conditions shall be replaced or reworked by
the implementing agency to remove these defects.

15.6.2 Sub-base Preparation

The sub-base must be properly prepared and compacted for installation of HDPE liner. The sub-
base must not contain any particles. The sub-base must be checked for footprints or similar
depressions before laying the liner. The seaming equipment tends to get caught in such small
depressions, causing burnout and subsequent repair. A small piece of the synthetic membrane
placed below the membranes that are being seamed (this piece is moved forward along with the
seaming equipment) may reduce burnout due to small depressions.

15.7.0 Field Panel Placement

HDPE deployment will generally be not done during any precipitation, in the presence of
excessive moisture, in an area of standing water, or during high winds.

Installation of field panels shall be done as indicated on the approved layout drawing keeping
the provision for settlement of the soil. If the panels are deployed in a location other than that
indicated on the layout drawings, the revised location will be noted in the field. Information
relating to HDPE panel placement including date, panel number, and panel dimensions may be
maintained on a site-specific basis. If a portion of a roll is set aside to be used at another time,
the roll number will be written on the reminder of the roll at several places.

The method and equipment used to deploy the panels must not damage the HDPE or the
supporting sub grade surface. No personnel working on the HDPE engage in actions that could
result in damage to the HDPE. Adequate temporary loading and/or anchoring, (i.e. sandbags,
tires) which will not damage the HDPE, will be placed to prevent uplift of the HDPE by wind.

The HDPE will be deployed with adequate allowance for typical thermal expansion.

Any area of a panel seriously damaged (torn, twisted, or crimped) will be marked and repaired
as explained earlier in the chapter.

15.8.0 HDPE Field Seaming

In general, seams shall be oriented parallel to the slope, i.e. oriented along, not across the slope.
Whenever possible, horizontal seams should be located on the base of the cell, not less than five
(5’)feet from the toe of the slope. Each seam made in the field shall be numbered. Seaming
information shall include seam number, welder ID, machine number, temperature setting and
weather conditions.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

All personnel performing seaming operations shall be trained in the operation of the specific
seaming equipment being used and will qualify by successfully welding a test seam as described
earlier in this chapter.

15.9.0 Equipment

15.9.1 Fusion W elding

Fusion Welding consists of placing a heated wedge, mounted on a self-propelled vehicular unit,
between two (2) over-lapped sheets such that the surfaces of both sheets are heated above the
polyethylene’s mel ting point.A fter b eing heated b ythe wedge,the ov erlapped panel s pass
through a set of pre-set pressure wheels, which compress the two (2) panels together to form
the weld. The fusion welder is equipped with a device, which continuously monitors the
temperature of the wedge.

15.9.2 Extrusion Fillet W elding

Extrusion fillet welding consists of introducing a ribbon of molten resin along the edge of the
overlap of the two (2) HDPE sheets to be welded. A hot air pre heat and the addition of molten
polymer causes some of the material of each sheet to be liquefied resulting in a homogeneous
bond between the molten weld bead and the surfaces of the overlapped sheets. The extrusion
welder is equipped with gauges giving the temperature in the apparatus and a numerical setting
for the pre-heating unit.

Factors such as the HDPE temperature, humidity, wind, precipitation, etc., can affect the
integrity of field seams and must be taken into account when deciding whether or not seaming
should proceed.

15.10.0 Seam Testing of HDPE

All field seams shall be non-destructively tested over their full length using test equipment and
procedures described herein. Seam testing shall be performed as the seaming work progresses,
not at the completion of the field seaming.

15.10.1 Air Pressure Testing

The welded seam is composed of a primary seam and a secondary track that creates an
unwelded channel. The presence of an unwelded channel permits fusion seems to be tested by
inflating the sealed channel with air to a predetermined pressure and observing the stability of
the pressurized channel over time.

15.10.2 Equipment for Air Testing

The equipment required for air testing consists of following components:

1) An air pump (manual or motor driven) capable of generating and sustaining a pressure
between 20 to 60 psi.
2) A rubber hose with fittings and connections.
3) A sharp hollow needle or other approved pressure feed device with a pressure gauge
capable of reading and sustaining a pressure between 0 to 60 psi.
15.10.3 Procedure for Air Testing
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Both the ends of the seam to be tested should be sealed. Needle or other approved pressure
feed device should be inserted into the sealed channel created by the fusion weld.

Test channel should be inflated to a pressure of approximately 30 psi, and the pressure should
be maintained within the range listed in Initial Pressure Schedule given below. Valve should be
closed and the initial pressure should be observed and recorded.

INITIAL PRESSURE SCHEDULE *

MATERIAL (MIL) MIN.PSI MAX. PSI

40 24 30

60 27 35

80 30 35

100 30 35

* Initial Pressure settings shall be recorded after an optional two (2) minute stabilization period.
The purpose ofthis ‘
relax
ing period”is topermit the air temperature and pressure tostab ilize.
The initial pressure reading may be recorded once stabilization has taken place.

The air pressure should be observed and recorded five (5) minutes after the initial pressure
setting is recorded. If loss of pressure exceeds the following or if the pressure does not stabilize,
the suspect area should be located and repaired in accordance with para. 11.0.0 of this chapter.

M AXIM UM PERM ISSIBLE PRESSURE DIFFERENTIAL AFTER 5

M INUTES

MATERIAL (MIL) PRESSURE DIFF.

40 4 PSI

60 3 PSI

80 2 PSI

At the conclusion of all pressure tests, the end of the air-channel opposite the pressure gauge
shall be cut. A decrease in gauge pressure must be observed or the air channel will be considered
“b locked”and the test willhav e tob e repeated from the point of b lock age.If the point of
blockage cannot be found, air channel shall be cut in the middle of the seam shall be cut and
each half shall be treated as a separate test.
Pressure feed needle shall be removed and the resulting hole shall be sealed by extrusion
welding.

15.10.4 Procedure for Non-Complying Test

In the event of a Non-complying Air Pressure Test, the following procedure shall be followed:
1. Seam end seals should be checked and seams should be retested.
2. If a seam does not maintain the specified pressure, the seam should be visually inspected to
localize the flaw.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

3. If no flaw is found, area to be vacuum tested should be marked. Entire length of the seam
should be vacuum tested as explained in this chapter.
a. If leak is located by the vacuum test, it should be repaired by extrusion fillet welding.
Repair should be tested by vacuum testing.
b. If no leak is discovered by vacuum testing, the seam will be considered to have passed
non-destructive testing.

15.10.1.4 General Air Testing Procedures

1. The opposite end of the air channel will in all cases be pierced to assure that no blockages
of the air channel have occurred.
2. Whenever possible, seams should be air-tested prior to completing butt seams to avoid
having to cut into liner. All cuts through the liner as a result of testing will be repaired by
extrusion welding.
3. All needle holes in air channels, within the boundaries of the active cell, will be repaired with
an extrusion bead or repaired by patching at the discretion of the Engineer-in-Charge.

15.10.5 Air Pressure Testing Documentation

All information regarding air-pressure testing (date, initial time and pressure, final time and
pressure, pass/fail designation, and Technicians number) will be written on one end of the seam,
or portion of seam tested.

15.10.6 Vacuum Testing

This test is used on extrusion welds, or when the geometry of a fusion well makes air pressure
testing impossible or impractical, or when attempting to locate the precise location of a defect
believed to exist after air pressure testing.

15.10.7 Equipment for Vacuum Testing

The equipment required for vacuum testing shall consist of following components:

1. Vacuum box assembly consisting of rigid housing with a soft neoprene gasket attached to
the open bottom, a transparent viewing window, port hole or valve assembly, and a vacuum
gauge.
2. Vacuum pump or Ventura assembly equipped with a pressure controller and pipe
connection.
3. A rubber pressure/vacuum hose with fittings and connections.
4. A bucket and means to apply a soapy solution.
5. A soapy solution.

15.10.8 Procedure for Vacuum Testing

1. Excess overlap from the seam should be trimmed, if any.

2. Vacuum pump/compressor should be turned on to reduce the vacuum Box to approximately
10 inches of mercury, i.e., 5-psi gauge.
3. A strong solution of liquid detergent and water should be applied to the area to be tested.
4. Vacuum box should be placed over the area to be tested and sufficient downward pressure
shoul d b e appl
ied to“ seat”the sealstripagainst the l
iner.
5. Bleed valve should be closed and vacuum valve should be opened.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

6. A minimum of 5-psi vacuum should be applied to the area as indicated by the gauge on the
vacuum box.
7. It should be ensured that a leak tight seal is created.
8. The suction should be held for an adequate time to thoroughly examine the HDPE through
the viewing window for the presence of soap bubbles.
9. After this period vacuum valve should be closed and bleed valve should be opened, the box
shoul d b e mov ed over the next adjoining areawithaminimum three inch( 3”)overlap,and
the process should be repeated.
15.10.9 Procedure for Non-Complying Test

1) All the areas where soap bubbles appear should be marked and repaired
2) The repaired areas should be retested.

15.10.10 General Vacuum Testing Procedures

1) Vacuum box testing will be performed by qualified construction personnel.

2) Overlap must be trimmed prior to vacuum boxing all seams.
3) Special attention shall be exercised when vacuum testing “ T”seams or patchintersections
with seams.
V acuumtesting crewwil luse M eanS treakpermanentmark ers towrite online indicating tester’
s
ID number, date, and pass/fail designation on all areas tested. Records of vacuum testing shall
be maintained on non-destructive testing form.

15.10.11 Destructive Testing

The purpose of destructive testing is to determine and evaluate seam strength. These tests
require direct sampling and thus subsequent patching. Therefore, destructive testing should be
held to a minimum to reduce the amount of repairs to the HDPE.

15.10.12 Procedure for Destructive Testing

1. Destructive test samples shall be marked and cut out randomly at a minimum average
frequency of one (1) test location every 500 feet of seam length, unless otherwise specified
or agreed.
2. Destructive samples should be taken and tested as soon as possible after the means are
welded (the same day), in order to receive test results in a timely manner.
3. Qualified personnel will observe all field destructive testing and record date, time, seam
number, location, and test results on Destructive Testing Form.
4. Sample Size
(a) The sampl e shoul d b e twelv e inches (
12”)wide witha seam six teeninches (16”)long
centered length-wise in the sample. The sample may be increased in size to
accommodate independent l ab oratorytesting b ythe Owner at the Owner’s request or
by specific project specifications.

(b) A one-inch(
1”)specimenshal
lb e cut fromeachend ofthe test seamfor fiel
d-testing.

(c) The two( 2)one inch( 1”)wide specimens shallb e tested onafiel d tensiometer for peel
strength. If either field specimen does not pass, it will be assumed the sample would
also not pass laboratory destructive testing.

15.10.13 Procedure for Non-Complying Destructive Test

1. Additional field samples should be cut for peel testing. In the case of a field production seam,
the samples must lie a minimum of ten (10) feet in each direction from the location of the
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

initial non-complying sample. A field test should be performed for peel strength. If these
field samples pass, then laboratory samples can be cut and forwarded to the laboratory for
full testing.
(a) If the laboratory samples pass, the seam between the two (2) passing sample locations
should be repaired according to procedures detailed in para 11.0.0 of this chapter.

(b) If either of the samples is still in non-compliance, then additional samples should be
taken in accordance with the above procedure until two (2) passing samples are found
to establish the zone in which the seam/seams should be reconstructed.

2. All passing seams must be bounded by two (2) locations from which samples passing
laboratory destructive tests have been taken.
3. In cases of repaired seams exceeding 150 consecutive feet, a sample must be taken and pass
destructive testing from within the zone in which the seam has been reconstructed.
4. All destructive seam samples shall be numbered and recorded on Destructive Test Form.

15.10.13 Laboratory Testing of Destructive Seam Samples

1. Seam destructive samples may be sent to laboratory or tested on site when permitted by a
site-specific quality control plan or in the event that third party laboratory destructive
testing is not being performed.

2. Destructiv e sampl es wil

lb e tested for “ S hear S trength”and “ P eelA dhesion” .Fiv e (5)
specimens shall be tested for each test method. Four (4) out of the five (5) specimens must
exhibit for each round of peel and shear testing. In addition, four (4) of the five (5) individual
specimens must meet or exceed the strength requirements as listed in Material specification
sheet in order for the seam to pass the destructive test.

15.11.0 Testing for Pinholes, Cuts

L aid H DP E sheet onl

iner shal
lb e tested for cuts,pinhol
es,seaml
eak age’s etc.b yusing modern
Geo-electrical leak detection/vacuum box on complete lining profiles before putting the next
layer. The implementing agency shall give the detailed methodology for testing. Any defect
remediation / repair modification as required by this test shall be carried out by the
implementing agency.

15.12.0 Defects and Repairs

15.12.1 Repair Procedures

Any portion of the HDPE or HDPE seam shown a flaw, or having a destructive or non-destructive
test in non-compliance shall be repaired. Procedures for repair include the following

15.12.2 Patching

Patching shall be used to repair large holes, tears and destructive sample locations. All patches
shallex tend at l
east three inches (3”)b eyond the edges ofthe defects and al lcorners ofpatches
shall be rounded. The total area of patches in no case shall exceed 1.0% of the panel area

15.12.3 Grinding and W elding

Grinding and welding shall be used to repair sections of extruded fillet seams.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

15.12.4 Spot W elding or Seaming

Spot welding or seaming shall be used to repair small tears, pinholes or other minor localized
flaws

15.12.5 Capping

Capping shall be used to repair lengths of extrusion or fusion welded seams.

15.13.0 Verification of Repairs

Every repair shall be non-destructively tested. Repairs, which pass the non-destructive test, shall
be deemed acceptable. Repairs in excess of 150 consecutive feet of seem shall require a
destructive test.

15.14.0 Control and Verification Tests on Geo-membrane Installation

These tests willverifythe wel ds’mechanicalresistance to peel and shear. No assembling

equipment will be used on site without a previous calibration test.

The Installer must prepare samples of a minimal length of one (1) metre by a width of 300mm,
withthe wel d centered onthe sampl e’s width.Two( 2) specimens will be taken from each end
of the samples of peel and shear. For each sample, two paired peel and shear results will thus
be obtained.

Calibration of all welding equipment must be performed and documented by the installer for
each instrument used, at the start of each work shift, following abrupt changes in weather
conditions and as requested by the Engineer-in-Charge.

Calibration of equipment will be performed by tests on geo membrane samples under the same
weather conditions as those expected on site during panel assembling.

Once removed, samples will be tested on site with a calibrated portable tensionmeter and must
meet with the requirements of welds resistance to peel and shear as described in the Technical
specification.

The Installer shall provide the Engineer-in-Charge with recent certificates of standardization for
all control instruments (tensionmeter; speed, tensile level etc.). The Engineer-in-Charge reserves
the right to demand any additional calibration test at any time.

All documentation on the calibration tests performed by the Installer shall be submitted to the
Engineer-in-Charge. The installer will identify each calibration test with the following
information;

 Date and time

 Identification of destructive test
 Identification of weld
  el ded panel ’
s identificationnumb er
 Quantified results of peel and shear test
 Identification of type of rupture
 Q ual itycontroltechnician’ s identification
 L ocal izationon“ A s-b uil
t”plan

The Quality Assurance technician shall perform small perforations in the lining in order to assess
the efficiency of the Instal l
er’s non-destructive testing program. The Quality Assurance
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

technician shall perform those perforations with an approximate frequency of one (1) each 1000
meters of weld at least three (3) instances of the project.

The Quality Assurance technician shall document those punching or perforations by including at
least the following information:

 Date and time of operation

 Identification of weld
 Exact location of perforation
 Q ual
ityA ssurance technician’ s identification
 Results ofInstal ler’
s non-destructive tests
 Date and time of repair.

Ifthe Installer’
s non-destructive testing program fails to find the punching or perforations made,
the Installer will repeat non-destructive testing on the faulty weld, as well as on the welds before
and after it.

The Quality Assurance technicians shall perform verification destructive tests at an approximate
frequency of one (1) for each 1000 meter of weld.

A special testing frequency will be used at the Engineer-in-Charge discretion when visual
observations indicate a potential occurrence of problems. Verification tests may be performed
in the following cases:

 Variation on the thickness of the weld

 Doubtful cleanliness of overlapping
 Dirty equipment or in poor condition
 Different personnel than the one authorized
 Adverse weather conditions
 Welding equipment failure
 V isib l
evariationinmaterial ’
s quality
 Close confined or complex working space
 Beginning and end of panels
 On the Engineer-in-Charge request

15.15.0 W arranty

Written warranties addressing HDPE material and installation workmanship shall be submitted
to and approved by Engineer-in-C harge.The manufacturer’ s warrantyshal lstate that the
installed material meets all requirements of the contract drawings and specifications and that
under typical local atmospheric conditions and weather aging, the sheet material is warranted
for at least 20y ears.The instal l
er’s warrantyshal lstate that the HDPE field and factory seams
will not fail within at least 20 years of the installation under similar conditions.

16.0.0 CLAY LINER

16.1.0 Scope

This section covers the specifications for the supply, laying and testing of clay liner as per the
drawings and specifications mentioned herein to the satisfaction of the Engineer-in-charge

Composite Clay Liner serves as a hydraulic barrier to flow of leachate the properties required for
compacted clay liner as per specs is as follows:
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

 Minimum thickness of each composite clay liner/layer (primary & Secondary) shall be 0.60
m (Total  0.9 m).
 Maximum hydraulic conductivity of 1 x 10-7 cm/ sec. (k T 1 x 10-9 m/s).
The minimum requirements recommended to achieve above specified hydraulic conductivity:

16.2.0 General Requirements

The soil used in the liner shall meet the following minimum criteria:

1. Be classified under the Unified Soil Classification System CL, CH, SC and OH (IS 2720 Part
IV/ASTM Standard D248769)
2. Allow greater than 20 - 30 percent (dry weight) passage through no. 200 sieve (75 m) (grain
size analysis as per IS:2720 Part IV/ ASTM Test D1140)
3. Plasticity index greater than or equal to 7 to 10% (IS 2720 Part V)/ Plasticity greater than or
equal to 15 units (ASTM Test D424)
4. Gravel content shall not be exceeding more than 30 %
5. Maximum particle size shall be between 20 to 50 mm
6. Have a pH of 7.0 or higher
7. Have a liquid limit equal to or great than 30 units (IS 2720 Part V/ ASTM Test D423)
8. Moisture Density relationship as per IS: 2720 Part VIII
9. Permeability test as per IS: 2720 Part XXXVI.

16.3.0 Quality control aspects

General quality control aspects which shall be adhered to are as follows:

1. The material (soil) used for filling shall be free from boulders, lumps, tree roots, rubbish or
any organic deleterious matter.
2. Pre-processing may be carried out for water content' adjustment, removal of oversized,
materials, pulverization of any clumps, homogenization of the soils, and., introduction of
additives such as bentonite.
3. Ensure that a sub-grade on which a compacted clay liner will be constructed is properly
prepared by compacting and obtaining required firmness.
4. Proper compaction of liner materials is to be carried out to ensure compacted clay liner
meets hydraulic conductivity specified above.
5. Determine the appropriate thickness (as measured before compaction) of each of the
several lifts that will make up the clay liner. Also proper bonding between lifts is to be
ensuring to avoid formation of preferential pathways.
6. Preventive measures to protect compacted layers from desiccation are to be provided
during construction.

16.4.0 Laying of clay liner

This specification and the method of measurements described herein are applicable for
construction of compact clay liner at the base and on the sides of the landfill.

1. The implementing agency has to identify the borrow soil (if required) area having the
requisite properties as mentioned above and make his own approach and access roads (as
required) from the borrow area to the demarcated landfill area. No ,claim shall also be
admissible to the Implementing agency on account of his having to take longer leads or
routes for earth movement, than envisaged by him, either due to any road cuttings, non--
availability of routes, or any other grounds whatsoever.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

2. In case total filling required in any area consists of earth both from borrow areas and
available approved excavated material from within site area or use of any amended soil to
achieve the stipulated permeability. The necessary laboratory
tests/demonstrations/calculations are to be furnished to Engineer-in-Charge for approval.

3. In the event of filling of soil material as mentioned above, joint levels shall be taken before
commencing the filling with earth from borrows areas.

4. Prior to the placement of the clay in the desired location, the sub grade under the clay liner
shall be checked. This shall be usually performed by proof-rolling the sub grade. Any weak
zones shall be removed and appropriately backfilled and all debris should be removed. The
clay may then be placed above the sub grade in loose lift.

5. Compacted clay liners shall be constructed in a series of thin lifts for proper compaction and
homogeneous bonding between lifts. The lift thickness of clay liner shall be 20 to 22.5 cm
before compaction and 15 cm after compaction. The soil placed in a loose lift shall be no
thicker than about 230 mm. After the soil is placed, a small amount of water may be added
to offset evaporative losses, and the soil 'may be tilled one last time prior to compaction.
Each lift of clay liner shall be bonded to the underlying and overlying lifts. The surface of a
previously compacted lift must be rough so that the new and old lifts blend into one another.

6. Sheep foot rollers shall be used for compacting the clay liner. The roller with fully penetrating
feet (of 22.5 cm shaft length) shall be used for compact the liner. The minimum weight of
the roller shall be 10000 kg (10 Tonnes). The minimum foot length shall be between 180 to
200 mm and Minimum number of passes shall be 5. A pass shall be reckoned as one pass of
the compactor, not just an axle, over a given area, and the recommended minimum of five
passes is for a vehicle with front and rear drums. The compaction shall be continued till the
specified hydraulic conductivity is obtained and verified by Engineer-in-Charge.

7. Each layer shall be tested in field for Moisture Content and Hydraulic Conductivity
(Undisturbed Sample) before laying the next layer the next layer. A minimum of 1 rest for
500 sq. m for each layer shall be conducted.

8. Successive layers of clay shall not be placed until the layer below has been thoroughly
compacted to satisfy the requirements laid down in specifications.

9. Prior to compaction, the moisture content of material shall be brought to within plus or
minus 2 % of the Optimum Moisture Content as described in IS: 2720 Part VII. The moisture
content shall preferably be on the wet side for potentially expansive soil.

10. After compaction of a lift, the soil must be protected from desiccation, which causes the
cracking of the Clay liner. Desiccation shall be minimized by smooth rolling the surface to
form a relative impermeable layer at the surface or the soil can be periodically moistened.
The protective measures stipulated above shall apply to each lift as well as the completed
liner or cover barrier.

11. The lifts shall be placed in horizontal layers. For liners to be constructed slopes, the lifts shall
be placed parallel to the slope.

17.0.0 LEACHATE COLLECTION SYSTEM

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

17.1.0 Scope

The primary function of the leachate collection and removal system (LCRS) is to collect and
convey leachate out of the landfill unit to control the depth of leachate above the liner. The
leachate collection system is placed over the unit's liner system. The bottom line should have a
minimum slope of 2 percent to allow the leachate collection system to gravity flow to a collection
sump or alternate arrangements for pumping shall be made.

The implementing agency shall Design a leachate collection and removal system using adequate
water balance equations or appropriate modes to estimate leachate generation for the landfill
and to maintain less than 30 cm depth of leachate, or 'head', above the liner.

Leachate Collection and detection system should include a high-permeability drainage layer,
perforated leachate collection pipes, a protective filter layer, and a leachate removal system.
Design considerations for each of these elements are given below:

1. High permeability drainage layer:

(a) Drainage materials are to be placed on the liner system at the same minimum 2 percent
grade.
(b) The drainage materials (sand and gravel) shall be provided as per specifications given in
chapter 21 and chapter 22 of this document.
(c) It should be demonstrated that the layer will have sufficient bearing capacity to
withstand the weight load of full unit.
(d) Geo-synthetic drainage materials may be used in addition to or in place of, soil materials.
(e) The flow rate of geo-net can be evaluated by ASTM D-4716.

2. Perforated Leachate Collection Pipes.

3. Perforated piping system should be located in the drainage layer to' rapidly transmit the
leachate to the sump and removal system.
(a) The design of perforated leachate collection pipes should consider necessary flow rates,
pipe sizing and pipe structural strength.

4. Protective filter Layer

(a) To protect the drainage layer and perforated leachate piping from clogging, a filter layer
is to be placed over the high permeability drainage layer. As per the specifications given
in chapter 18
(b) The filter layer should consist of a material with smaller pore space than the drainage
material or the perforation openings in the collection pipes.
(c) Leachate Removal system
(d) A leachate collection sump shall be designed and constructed of materials compatible
with and impermeable to leachate formed in landfill. The final leachate collection sump
shall be common for the total secure landfill area and shall be located and sized
accordingly.
(e) The sump should be accessible for removal of leachate if the pump becomes inoperative
and the stand pipe becomes damaged.
(f) Pumps are to be provided to remove leachate that has collected.
(g) The pump should be placed at adequate depth to allow enough leachate collection to
prevent the pump from running dry.
(h) A level control, standby pump and warming system is to be provided to ensure proper
sump operation.
(i) Standpipes should also be provided to remove leachate from the sump.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

(j) The leachate shall be pumped for treatment in the leachate treatment plant

The primary leachate collection system shall be placed over the primary liner in this project is a
composite liner (geo-membrane with compacted clay beneath). The secondary leachate
collection system also called leak detection system shall be placed over the secondary liner i.e.
between two composite liners. The leachate, if any, shall be collected at low point (provision
shall be made sufficiently) and periodically sampled so as to assess the adequacy of primary liner
against leakage of leachate.

Material for Filter shall meet the following requirements:

The drainage and filter material shall be placed dry and may be lightly compacted with a
vibratory roller. Care must be taken, to ensure that vehicles are up to driven over the naked
HDPE liner.

Laying of Perforated Leachate Collection Pipes

The upper half of the pipe above the spring line shall be perforated, whereas the lower half of
the pipe shall remain un-perforated. The bidder shall provide details of supplier of the HDPE
pipes along with the three pipe parameters i.e. Compressive yield strength, wall crushing, wall
buckling.

The perforated pipes shall be laid out in 'v' trenches and the trenches shall be backfilled. All care
shall be taken to avoid digging the trench below the levels indicated in the drawing. All the
perforated-pipes shall be connected to a solid HDPE header pipe, through a Standard "T' -j oint”.

18.0.0 HDPE PIPES

18.1.0 Scope

This section covers the specifications for the supply, laying, jointing and testing of HDPE pipes as
per the drawings and specifications mentioned herein to the satisfaction of the Engineer-in-
charge

18.2.0 Specifications

The pipe shall conform to the material grade PE-80 of latest edition of IS: 4984. The pressure
rating shall be PN-6.

The pipe and fittings shall be chemically resistant and shall be suitable for all pH ranges i.e. 0 to
14.

These shall have smooth internal bore enhancing the hydraulic flow properties with low
frictional losses.

The pipes and fittings shall be strong and resilient enough to withstand static and hydrodynamic
both with regard to internal as well as external pressures.

The pipe shall have excellent elastic properties and can take sufficient curvature.

The pipes and fittings shall have the property that it can be joined conveniently with no leakage.

The pipe and fittings shall be UV rays resistant and shall also be resistant to wear and abrasion.
The pipes flange should be provided wherever required with joints having HDPE long stub ends.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The flange shall conform to DIN-PN-10 and drilling shall be to match with the counter flange of
valves/pipes/pumps etc

18.3.0 Piping System

All piping systems shall be capable of withstanding the maximum pressure in the corresponding
lines at the relevant temperatures. The minimum thickness for pipes and fittings shall be
adhered to higher thickness in equivalent material is acceptable. However, no credit will be given
for higher thickness.

All the piping systems, fittings and accessories supplied under this package shall be designed to
operate with normal maintenance for a plant service life of 20 years and shall withstand the
operating parameter fluctuations and cycling which can be normally expected during this period.

All piping system shall be properly laid to take care of hydraulic shocks and pressure surges,
which may arise in the system during operation. Bidder should provide necessary protective
arrangements like anchor blocks / anchor bolts, etc. for the safeguard of the piping system under
above-mentioned conditions. External and internal attachments to piping shall be designed so
as not cause flattering of pipes, excessive bending stresses or harmful thermal gradients of pipe
walls.

Pipes and fittings shall be manufactured by an approved firm of repute. A list of approved
manufacturers is given in the tender document. They should be truly cylindrical of clear internal
diameter as specified in the IS code, of uniform thickness, smooth, and strong, free from dents,
cracks and holes and other defects. They shall allow ready cutting, chipping or drilling, welding
etc.

19.0.0 SAND LAYER

19.1.0 Scope

This section of the specification covers supplying and laying sand layer in the leachate collection
and removal system and leak detection system as shown in the drawings and as mentioned
herein.

19.2.0 General Requirements

The implementing agency shall furnish all labour and material required for the complete
performance of the work in accordance with the drawings, schedule of item and as described
herein.

19.3.0 Sand Layer

Graded sand filter of 100 mm thickness shall be laid as indicated in the drawing in the landfill
area in the leachate collection and removal system and leak detection system.

19.4.0 M aterial

The material for sand layer shall consist of clean, sound and well graded coarse sand. The
material shall be free from debris.

Above the gravel bed, clean sand (425 micron to 4.75 mm) shall be placed. The thickness of the
sand layer shall be 100 mm. The effective size (d10) of the sand recommended is 0.4 mm with
uniformity co-efficient of 1.5. The sand shall be laid on the top of the gravel layer manually and
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

spread to the specified thickness. The minimum thickness of 100 mm shall be ensured after
spreading water.

The sand layers shall be well watered and rammed. Care shall be taken that materials of different
layers do not get mixed, both at the time of placing and during compaction. The sand material
shall be clean, sound, durable and well graded. No debris, wood, deleterious material etc., shall
be permitted.

20.0.0 GRAVEL LAYER

20.1.0 Scope

This section of the specifications covers supply and placement of the gravel in the leachate
collection and removal system and leak detection system as indicated in the drawings released
for the construction or as directed by the Engineer- in -Charge.

20.2.0 General requirements

The implementing agency shall furnish all labour, equipment and material required for the
complete performance of the work in accordance with the drawings and as described herein.

20.3.0 M aterials

1. Gravel layer in the leak detection system

The gravel shall be rounded, cleaned and free from disintegrated and foreign material. The
size of the gravel shall decrease upwards. The size of the gravel recommended is 4.75 -65
mm. The gravel shall be stockpiled at site separately and shall be mixed as per the
specifications and then laid on the ground. Average density of the gravel recommended is
1600 kg/m3. The gravel's shall be well graded as directed by the Engineer-in-Charge.

2. Gravel layer in the leachate Collection and Removal System

The gravel shall be rounded, cleaned and free from disintegrated and foreign material. The
size of the gravel shall be 4.75 - 80 mm. The gravel shall be stockpiled at site separately and
shall be mixed as per the specifications and then laid to the ground. Average density of the
gravel recommended is 1 GOO kg/m3. The gravel's shall be well graded as directed by the
Engineer-in-Charge.

20.4.0 Placing

Graded gravel's shall be constructed as indicated in the drawings. The gravel's shall be placed in
layers of uniform thickness as shown in the drawings and care shall be taken to avoid segregation
of coarse and fine materials and formation of pockets.

21.0.0 VERTICAL CENTRIFUGAL PUM P

21.1.0 Scope

This specification covers the works of the design, manufacture, construction features, testing,
and delivery to site, erection, commissioning, and performance of vertical centrifugal pumps.
(Non-clog type)
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Preparation of DPR for M SW M System under Zone-II

21.2.0 Code and Standards

The design, manufacture and performance of the pump shall comply with all currently applicable
statutes, regulation and safety codes in the locality where the equipment will be installed. The
equipment shall also confirm to the latest applicable Indian or equivalent international standard.

21.3.0 Design Requirements

1. The pumps shall be capable of handling Liquid of pH 0 to 10. These pumps shall be designed
for parameters specified in tender drawing and shall be suitable for continuous (normal)
operation and intermittent operation.

2. The total head capacity curve shall be continuously rising towards the shut off with the
highest at shut off. The pump speed shall not exceed 1500 rpm.

3. Pumps of particular category shall be identical pumps and shall be suitable for parallel
operation with equal load division. Impellers shall preferably be of non-over loading type.

4. Pumps shall run smooth without undue noise and vibrations. The magnitude of peak-to-
peak vibration at shop will be limited to 75 decibel at the bearing housing. After installation
at site the magnitude of vibration shall be limited to 50 db.

5. The KW rating of the pump motor shall be:

Sufficient to drive the pump through the entire range of head –capacity curve, and

KW / HP rating of the drive shall be calculated for additional 20% reserve power to take care
of over loading on entire operating range.

6. The pump shall be capable of developing the specified total head at the specified rated
capacity while operating in parallel and be capable of operating continuously at run-out
capacity condition.

7. Pump shall be supplied with level control as per manufactures standard.

21.4.0 Features of Construction

Pumps shall be of vertical centrifugal non-clog type with required number of stages suitable for
the service conditions. Materials of construction offered by the Bidder for pumps, drives and
accessories shall be as per Galigher standards. All wetted parts shall be inside and outside rubber
lined and shall be suitable to handle liquid of pH 0 to 10.

Written guarantee addressing pump material shall be submitted to and approved by Engineer-
in-C harge.The manufacturer’ s guarantee shallstate that the instal led materialmeets al l
requirements of the contract and specifications and that under typical local
atmospheric/operating conditions and weather aging, the pump material is suitable.

21.4.1 Accessories

1. All accessories required for proper and safe operation shall be furnished with the pumps.
2. Each stage of pump, unless self-venting, shall be provided with a suitable vent connection,
complete with valves.
3. Tapping suitably plugged for pressure gauges shall be provided on delivery flanges.
21.4.2 Drives
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Drive motor shall be connected to the line shaft of the pump with the help of a V-belt and shall
have maximum rpm of 1500. The pulley shall match the rpm of pump.

21.5.0 Testing at M anufacturers W orks

Materials and performance of the pumps and its components shall be tested in accordance with
the relevant standards. Test certificates for these shall be furnished for the Owner’
s approv
al.

21.5.1 Noise and Vibration M easurement

Noise and vibration shall be measured during the performance testing at shop as well as during
the site test. The Noise and vibration levels measured at shop test shall be furnished to the
Owner for its acceptance. The noise and vibration test at site shall be done in presence of
Engineer-in-Charge or his representative. Noise and vibration level measured and accepted as
per applicable standards.

21.5.2 Visual Inspection

Pumps shall be offered for visual inspection to the Owner before dispatch. The components of
the pumps shall not be painted before inspection.

21.5.3 No w eld repair on cast iron shall be allow ed

21.5.4 Field Testing

After installation, the pumps offered shall be subjected to mechanical run testing and trial
operation at field. If the performance at field is found not to meet the requirements, then the
equipment shall be rectified or replaced by the implementing agency, at no extra cost to the
Owner. The procedure of the above testing will be mutually agreed between Owner and
Implementing agency.

Based on observations of the trial operation, if modifications and repair are necessary the same
shall be carried out by the Implementing agency to the full satisfaction of the Engineer-in-
Charge.

21.6.0 Drawings to be submitted

The following drawings along with datasheet shall be submitted by the Bidders for Owners
approval.

1. Outline dimensional drawings showing the details of pump and motor assembly
2. Performance curves, showing capacity Vs total head, efficiency, NPSH and power
consumption ranging from maximum flow to shut-off head.
3. GA drawing of pump house showing mounting arrangements, sump details, center to center
distance of pumps etc.
4. Necessary Catalogues

21.7.0 Name Plate

Each pump shall be provided with a name plate indicating the following details:

Design capacity, total head, speed, motor rating, model number, tag number, etc., and
manufacture serial number and weight of equipment.

22.0.0 VALVES
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

22.1.0 Scope

This specification covers the design, performance, manufacture, and construction features,
testing, packing and forwarding to site erection, commissioning of the Butterfly Valve.

22.2.0 Code and Standards

The design, manufacture and performance of valves and specials shall comply with all currently
applicable statutes, regulations and safety codes in the locality where the equipment will be
installed. The equipment shall also conform to the latest applicable Indian / British / USA
standards / or equivalent International standards.

22.3.0 Specification for Butterfly Valve

Butterfly valves shall be of double flanged confirming to AWWA-C-504 class or BS: 5155 Class
150. The Butterfly Valves shall be manually operated as wells as motor operated as per the
requirement of the system. The motor shall be suitable for 415 V, 3 phase, 50 Hz and outdoor
service. The motorized operated valves shall also have the manual override.

The various components of butterfly valves shall be of the following material of construction.
The specification mentioned below is the minimum requirement; however bidder shall confirm
that these are suitable for handling the liquid having pH range of 0 to 10. If any lining etc. is
required on the wetted part of the valves, the bidder has to provide.

1. Body 2% Ni Cast Iron - ASTM A 48 Cl. 40; BS: 1452 Gr 220;

SG Iron - BS: 2789, Neoprene rubber lined

Cast Iron –ASTM A 216 Groundwater. WCB; BS: 1504 Eq. Gr, Neoprene
rubber lined

2. Disc Cast Iron –ASTM A 48 Cl. 40; BS: 1452, Gr. 200,

SG Iron –BS : 2789, Neoprene rubber lined

Cast Steel –ASTM A 216 Gr. WCB. BS: 1504 Eq. Gr, Neoprene rubber lined

3. Shaft ASTM. A 296 Gr. CF 8M/AISI 316: AISI 420; BS: 970

GR. 316S16; BS: 970 Gr. 420 S45.

4. Seat Nitrile rubber, EPDM (Ethylene propylene rubber),

rings
Hypalon

5. Motor Suitable for 415 V, 3 phase, 50 Hz and outdoor service

Butterfly valves shall be fitted with sleeve type bearing such as PTEF. Valves of 350 NB and above
shall be provided with one or two thrust bearing to hold the disc securely in the centre of valve
seat without hydraulic or external axial shaft loads. Sleeve and other bearings fitted into the
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

valves body shall be of self-lubricated materials that do not have any effect on the fluid handled
and other components of the valves.

All the manually operated butterfly valves shall be provided with Hand wheel or Hand lever as
per the requirements. For larger sizes i.e. 150 NB and above. Hand wheel shall be provided. For
lever/wrench operated valves, means shall be provided for positively holding the disc is not less
than three intermediate positions. Manually operated valves shall be provided with reduction
gear unit for valves of size 200 NB and above. All the valves shall be equipped with adjustable
mechanical stop-limiting devices to prevent over travel of the valve disc in the open and closed
positions. The valve operators (Hand wheel, Gear reduction unit etc) shall be designed as per
relevant International Standard.

All the butterfly valves shall be provided with an indicator to show the position of the disc.
Flanges shall conform to ANSI B 16.5 C150.

22.4.0 Tests

All the valves shall be tested hydro-statically for strength, tightness of seats and tightness of back
seating at the pressures specified in relevant code.

The procedure for testing the tightness of seats of valves shall be as follows. The valves shall be
subjected to water pressure of a minimum 2.812 kg/cm. The pressure shall then be increased
to the specified seat test pressure. Valves shall then be cracked open at this pressure to
determine the tightness of the seat ring in the body. Butterfly valves shall be tested on both
sides of disc. The testing in general shall confirm to the relevant IS standard.

Vendor shall furnish five sets of the following certificates for all types of valves.

Certified physical and chemical analysis certificates, metallurgical test reports of all components
of the valves and specialties.

Certified hydrostatic test reports for all body castings.

22.5.0 Painting and Corrosion Protection

A shop coat of paint shall be applied to all steel and cast iron exposed surfaces as required to
prevent corrosion, after release has been given for painting and before dispatch. All parts shall
be adequately protected for rust prevention; grease shall not be used on mechanical surfaces.

22.6.0 Drawings and M anuals

Bidder shall furnish the following drawings along with datasheet for Owners approval:

 Dimensional outline drawings.

 Cross section drawing.
 Instruction manual.

22.7.0 Name Plate

All valves shall have permanent name plates indicating the service, type, size of the valves
23.0.0 LEACHATE TREATM ENT PLANT

23.1.0 Scope
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

This specification covers the design, performance, manufacture, construction, site erection,
commissioning and testing of the Leachate treatment plant.

23.2.0 General requirements

The capacity of leachate treatment plant shall be as per design documents. However the
implementing agency shall review the site, collect rainfall and other relevant data and shall work
out the capacity and design of the plant. All the drawings in this regards would be submitted to
the Engineer-in-Charge for approval.

For designing the system the implementing agency shall account for

1. the anticipated flow rate which will require treatment;

2. the composition of the leachate at source;
3. the discharge composition required by the regulating authority.

From this information the technology needed to meet the discharge consent shall be selected.
There are estimated to be approximately twenty principal technologies that can be employed
for leachate treatment.

Each of which shall be combined in various modes with other standard chemical engineering
unit processes to optimize the balance between cost and quality. Refer table 1 in this chapter

Table-1: Principal Technologies for leachate treatment

Title Title

Thermally driven ammonia strippers Power generation from LFG

Sequencing batch reactors Exhaust gas sampling equipment

Leachate heaters Ambient air line-coolers

Eductor pump sets Leachate evaporation

OdorgaardTM
Pneumatic pumps
(Landfill gas odour control)

Borehole pumps Pressure swing adsorption

Gas chillers AC Range flares

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Distributed monitoring systems SC Range flares

Gas analysis packages MC Range flares

SCADA control RB Range flares

LinkLandTM GUI
SMART flares
(For use with SCADA system)

LHC Range flares

(For the combustion of low calorific Mobile ground flares
value gases)

Spray-irrigation sets pH driven ammonia stripper

Scrubbing columns Aeration lagoons

Stripping towers Aeration towers

SepsizerTM
Chemical dosing equipment
(Air clasification system)

Cyclone water knockout pot Activated carbon columns

VOC adsorption with activated carbon Flare stack standard options

23.3.0 Specifications

The equipments, pipes, pumps, valves, filter material, civil works shall be provided in accordance
with the specifications given in the relevant chapters of this tender document.

23.4.0 Painting and Corrosion Protection

A shop coat of paint shall be applied to all steel and cast iron exposed surfaces as required to
prevent corrosion, after release has been given for painting and before dispatch. All parts shall
be adequately protected for rust prevention; grease shall not be used on mechanical surfaces.
23.5.0 Drawings and M anuals
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Bidder shall furnish the following drawings and documents for Owners approval:

 Dimensional outline drawings.

 P & ID
 Instruction manual.
 Operational Manual

23.6.0 Guarantee

Written guarantee addressing material shall be submitted to and approved by Engineer-in-

C harge.The manufacturer’ s guarantee shal l state that the instal led material meets al
l
requirements of the contract and specifications and that under typical local
atmospheric/operating conditions and weather aging, the material is suitable.

The bidder shall also submit a guarantee for treated water quality parameters. The treated water
quality parameters shall be in accordance with the relevant IS code.

24.0.0 W EIGHBRIDGE

24.1.0 Scope

The Implementing agency shall procure electronic type weigh-bridge (road) as per this
specification from an approved vendor (approved vendor list attached with the tender). Erection
/ installation, commissioning, performance testing and calibration of the weigh bridge at site
shall be under the scope of supply of implementing agency

24.2.0 General requirements

a) Supply one no. Electronic Weigh- Bridge (road) of 20 T capacity along with other accessories as
per the technical requirements of this specification.

The weigh-bridge shall basically comprise of:

 Steel platform for the required size with approaches on both sides.
 Load cells with integral cables and mountings.
 All electrical parts:
 junction boxes
 Cable between junction box and weigh cabin (The weigh cabin shall be located at
approx. 3m from, nearest edge of the weigh-bridge.)
 Weighing console with a digital indicator.
 2 no. RS -232C/422/485 serial communication ports in weighing console.
 All necessary software required for the unit (It shall be customised to generate the reports
desired by the operating personnel of the Owner).
 Necessary furniture for the operators and the console.
 Window type air conditioners required for the weigh cabin.
 Any other item required for the Smooth & trouble free operation of the weigh bridge.
b) All commissioning spares ( as per the Manufacturer's recommendation)
c) All consumables required for start-up & commissioning and for first 6 months operation.
d) All test weights (10 % of rated weight)
e) Spare parts for 2 years trouble free operation (as per the manufacturer's recommendation)

Note: All civil works required for installing the weigh-bridge (including the weigh console), and for the weigh
cabin Tender shall be provided by the Implementing agency as the requirements of the tender.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

24.3.0 Technical requirements

Weigh-bridge type : Electronic type with load cells

Material handled : Sulphur trucks, in general

Weigh-bridge capacity : 20T

Weigh-bridge construction : Pit less with approach ramps on both sides and non-skid
type steel plates

Platform size : 6.1mx3-m

No. of load .cells for weighing : 4-nos. Min.

Weighing console : Microprocessor based with suitable memory device for

storing data of 90days with 100 trucks/day
transactions.

Area classification : Safe

Corrosion Allowance for fabricated items : 3mm

Material of Construction : IS 2062, for fabricated structure / component

Control Console Room : The console shall be provided on suitable table with the
operator chair at a convenient location in the control
room. The control room shall also be provided with
window air- conditioner(s). UPS for 2 hr. rating,
required for the system shall be supplied.

Refer standard specification no.6-27-000l and for other technical requirements of weigh Bridge.

24.4.0 Vendor data requirements

i) GA drawing of the platform with details of MOC

ii) Foundation drawing with load details
iii) All electrical drawing with the specification/ rating of the items as per the tender specification.
iv) Installation, operation and maintenance manuals

25.0.0 PIEZOM ETERS

25.1.0 Scope

This section of the specifications covers supply and installation of piezometers as indicated in
the basic design and engineering report and the drawings to be released for the construction or
as directed by the Engineer-in-Charge.

25.2.0 General requirements

The implementing agency shall furnish all labour, equipment and material required for the
complete performance of the work in accordance with the drawings and as described herein.

25.3.0 Specifications
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Piezometer shall be constructed to monitor the quality of groundwater. Four piezometers shall
be constructed on the downstream side of the Jarosite landfill i.e. on the eastern side. Two
piezometers shall be constructed on the upstream side i.e. on the western side of the Jarosite
landfill. The groundwater table varies from 1 m to 8 m depending upon the season; accordingly
the depth of piezometer shall be 10m below ground level. The piezometer consist of a stand
pipe made up of stainless steel which shall be screened along the entire aquifer depth i.e. the
standpipe shall be- screened from a depth of 1 m to 10m. The screened interval shall be encased
in a filter zone made up of gravel and sand layer. The function of the filter zone is to allow free
flow of groundwater into and out of standpipe and prevent fines from entering the standpipe.
Immediately above the screened interval, a clay and bentonite seal shall be placed. The thickness
of clay seal shall be 0.5 m. above the clay and bentonite seal, a grout seal consisting of cement
and bentonite shall be constructed which provides a barrier for preventing surface water and
ground water from elsewhere from migrating into the screened interval. At the ground level, a
steel casing embedded in concrete pad shall be employed. A cap shall be placed on the top of
steel casing to prevent rainwater and surface water from entering into the standpipe. The
piezometer shall be constructed at a distance of 7 m from outside edge of the embankment. The
location of piezometer is shown in drawing 0: 18009-P-O5 and schematic diagram of the
piezometer is shown in Figure 1.

26.0.0 ELECTRICAL W ORKS

26.1.0 Scope

The scope of electrical works shall cover Design, Engineering, Supply, Erection, Electrical
Inspectorate Clearance, Testing & Commissioning of the complete equipment /system within
the Battery Limits.

The electrical system selected shall confirm up to date statutory rules and regulations and due
consideration has been given to general safety requirements for personnel and plant &
machinery.

Any item or any provision/requirement if not included in this section, but is necessary to be
provided for the completion of the project and for its functional necessity, the same shall be
provided by the implementing agency.

26.2.0 The Electrical scope of work start from the supply of LT Panel (MCC) and further power
distribution to Motors including incoming feeding cables to this proposed LT panel from the
Purchaser’ s existing panel
.

The power at 415 V, 3 phases, 50Hz, 3-wire shall be brought to proposed LT panel from existing
LT panel located at the nearest distance from Proposed LT panel placed in MCC room

The cable sizing shall be done as per the following Criteria:

1. Load of 20% higher of Full load of the proposed plant

2. Voltage Drop within 6% of the rated voltage
3. Voltage Drop within 15% of the rated voltage due to starting current effect.
4. Derating factors effect of Ambient temperature.
5. Derating factors effect of grouping of cables
6. Derating factors effect of depth of laying of cables

Incoming cables termination at both ends will be in scope of this work.

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

26.3.0 This LT Panel will have one number incoming feeder and will have required outgoing feeders for
motors of the plant and also for lighting and control supply feeder with control transformers.
Separate Lighting transformer shall be provided.

There will be two nos. control transformers of required capacity. One of two control transformers
will be in operation and second will be standby. The standby should come into circuit
automatically when operating transformer is stopped.

LT Panel will be located inside the MCC room. The motor feeder for motor up to 7.5HP will be
with DOL feeder and above 7.5HP star-delta starter will be used.

20% spare feeders will be provided in LT panel.

There will be one number control panel placed near LT panel for the operation of plant. Only stop
push button with mushroom headed and turn to release will be provided on LT panel for
emergency stop only. In addition to above, local push button station will be place near all the
main drives of plant for testing/maintenance and emergency stop purpose.

So all the motors will be started either from Control Panel or from local Push button stations.

The capacitor bank for improvement of power factor is not considered, as load of the plant is low.

26.4.0 One number Main LT Panel for complete Plant, which will feed power to individual
drive/equipment as indicated in the enclosed SLD. This SLD is only for the reference of bidder.

Short circuit current level for LT panel shall be 30 KA for one second for bus bar selection.

For ease of maintenance, Local Push Button Stations are placed near the drives.

The drives shall be started either from Control Panel or from local push button station.

All the drives will be started in sequence as per system requirement. Local / remote selector
switch are also provided on Control Panel for selection of control either from Control Panel or
from local push button station. In case of remoter selection, drives will be controlled from Control
Panel and in case of local selection, drives will be controlled from local push button station

26.5.0 AC M OTORS

All the motors in this scope of supply shall be energy efficient squirrel cage Induction type, TEFC
having degree of protection IP 55. Motor shall be suitable for 415V+/-10%, 50HZ+/-5% and
suitable for DOL/star-delta starting. The motors shall generally conform to IS: 325. All motor shall
be with class F insulation. Motor rating shall be at least 20% higher than the driven equipment.

26.6.0 LT PANEL

This will be floor mounted fully drawn out type, single front type and shall be fabricated out of
2mm CRCA sheet with multi-tier compartmentalised design with enclosure protection IP-54. The
doors and covers will be fabricated out of 1.6mm CRCA sheet. Panel shall be manufactured as
per standard manufacturing practice.

Incoming feeder (1 no.) shall be equipped with MCCB, CT/Ammeter with SS. Voltmeter with SS,
RYB Lights and Circuit Breaker ON/OFF lamps.

The outgoing feeders are with MPCB/DOL/Star Delta Starter as per motor rating.

The incoming feeder for LT Panel will comprise of the following:

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

1no. : 415V, TP, MCCB

1set : Phase indicating lamps

1no. : Ammeter with selector switch

1no. : Voltmeter with selector switch

1set : Control fuses

1set : CTs of suitable ratio for metering

The outgoing feeders for motor shall be equipped with MPCB, Power contactor.

Each DOL starter feeder will comprise of the following:

1no. : MPCB

1no. : Power Contactor

1no. : Ammeter

1set : Control DP MCB

1set : ON/OFF/TRIP Lamps

1set : Stop Button

1set : Test Button

Each RDOL starter feeder will comprise of the following: (for Motorised valves)

1no. : MPCB

1no. : Power Contactor

1no. : Ammeter

1set : Control DP MCB

1set : ON/OFF/TRIP Lamps

1set : Stop Button

1set : Test Button

Each Star-Delta starter feeder will comprise of the following:

1no. : MPCB

3nos. : Power Contactor

1no. : Timer

1no. : Ammeter with CT

1set : Control DP MCB

1set : ON/OFF/TRIP Lamps

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

1set : Stop Button

1set : Test Button

Each Control Transformer will be provided with primary and secondary MCB and required
interlocking and sector switch.

The feeders will be provided with one number CT and one number ammeter along with other
items for above 11KW motor rating on Y-phase.

Stop Push Button on LT Panel or Control panel or on Local Push Button Station will be with
mushroom headed and turn to release type.

26.7.0 CONTROL PANEL

This will be floor mounted, single front type and shall be fabricated out of 2mm CRCA sheet with
vertical type design. This will be with enclosure protection IP-54. Panel shall be manufactured as
per standard manufacturing practice.

This will have mimic and fault enunciator on top portion. The mimic will depict the Equipment
flow diagram. On each equipment of Mimic, ON lamp will be provided.

The following shall be provided for each motor:

1. Local/Remote Selector sw.

2. Start Push Button
3. Stop Push Button with mush room and turn to release type.
4. ON lamp
5. OFF lamp
6. Annunciation window for trip indication.
Lamp will be provided for each level and pressure switches. In addition to this very high level will
be also annunciated on enunciator window of Control panel.

26.8.0 POW ER AND CONTROL CABLE:

Incoming LT cables shall be with 3.5 cores or higher, up to LT Panel based on load shall be
provided.

26.8.1 L.T. Pow er Cable:

The power cable shall be PVC insulated, PVC sheathed, armoured type with 3.5 core for motors,
with Aluminium conductor. For motors up to 5.5 KW, the power cable shall be 4Cx4. sq. mm
Aluminium.

26.8.2 Control Cable:

The control cable shall be PVC insulated, PVC sheathed, armoured type with copper solid
conductor suitable for 1100 V grade and of sizes mentioned below:

7C x 1.5 sq. mm

4C x 1.5 sq. mm

2C x 1.5 sq. mm for instruments

26.8.3 EARTHING SYSTEM

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

The earthing system will be limited to the earthing of equipment which are in this scope of
supply.

Required number of GI Plate Electrode for earth pits will be provided for making over all earth
resistance less than 1.0 Ohms. GI strips/wires of required size shall be provided. Earthing
system shall be as per IS: 3043.

50x6 mm GI strip shall be laid from existing earthing grid and linked to proposed plate electrode.
The existing point is 500 metre away from this proposed LT Panel.

Each electrical equipment shall be earthed at two distinct points.

The inter connection of earth pits, LT PANEL shall be done with 50x6 mm G.I Strips. 25x6mm,
25x3 mm G. I. Strip / 38 sq. mm GI Wire for motors and boards etc. shall be used. 10 SWG wire
for auxiliary or miscellaneous items like Push Button Station etc.

26.9.0. LOCAL PUSH BUTTON STATION

The local push button Station shall be placed near the main drive. This will comprise of two nos.
push buttons (one for Start and other for stop). Stop push button will be with mushroom headed
and turn to release type. This will be fabricated with 1.6 mm steel sheet along with canopy.

26.10.0 LIGHTING SYSTEM

This lighting system shall be provided for the complete plant including office. The internal lighting
will be done with the help of 2x40W Fluorescent Lamps for the room height upto 5 M and beyond
above 5M, 250W HPSV lamp will be used.

The outdoor lighting will be with weather proof Street Lighting 70/125 W HPSV Lamps. For lighting
the landfill area, 10M mast type flood light of 400W HPSV lamps shall be used.

Internal lighting will be done with industrial type lighting fitting with 2x40W Fluorescent Lamps.
Office will have decorative type light fitting.

The illumination level for Indoor lighting for MCC room and office will be 250 Lux. Outdoor lighting
illumination level will be 25-30 lux.

There will be one number Main Lighting Board and required sub lighting boards. Main Lighting
Board will be fed from lighting transformer by 4core cable of required size and sub-lighting board
will be fed from Main Lighting board by 4-core cable of required size.

26.11.0 M CC Room

One MCC room shall be provided to accommodate the LT panel, Main Lighting Board and control
panel. There will be one office adjacent to MCC room.

26.12.0 Instrumentation System

26.12.1 Level Sw itches

Separate level switches shall be provided along with each pump for indication/annunciation. The
level switches shall be float type.

26.12.2 Pressure Switches

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

This will be diaphragm sealed type and will be used on each Delivery Pipe of pumps.

26.12.3 Pressure Gauge

This will be diaphragm sealed type and will be used in each Delivery Pipe of pumps.

26.13.0 Safety Items

Rubber mat (2 M x 1Mx12 mm ) : 1 no.

Shock treatment chart : 1no.

Caution board : As per requirement

26.14.0 Cable Tray & Cable Accessories

All cables shall be directly buried underground as per standard, outside the building and cable
marker shall be provided. Cable shall be laid overhead cable try inside the building. All cables shall
be neatly dressed and clamped on the trays. Cable shall be provided with the necessary cable
gland, lugs Tags etc.

The cable tray will be ladder type hot dip galvanised to 80 micron and made by 2mm thick CRCA
sheet steel.

The cable tray sizes will be of following sizes:

1. 40x150x40x2mm
2. 40x300x40x2mm
3. 40x450x40x2mm
4. 40x600x40x2mm

Note: Any item or any provision / requirement if not included in this section, but is necessary to
be provided for the completion of the project and for its functional necessity, the same shall be
provided by the Implementing agency. The decision of Engineer-in-Charge in this regard shall be
final and binding on the implementing agency.

27.0.0 SCHEDULE OF M AKES

1) Pump Warmen international india pvt.Ltd.

C-25 Aani street, Thinmaya Municipal
Stage-II, Virugambakkam
Chenni –600092
Tel: 24791691

2). Motors Kirloskar Electric Co.Ltd.

Bharat Bijlee
Siemens Ltd.
Crompton
NGEF

3). Valves (Butterfly) Kirloskar Brothers Ltd.

Indian Valve Company
Upadhya
Keystone India (P) Ltd.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

L&T

4) HDPE Pipes EMCO General Plastic Industries (P) Ltd.

Pioneer pipes Ltd.
Polymould Products,

Shital Polyplast,

ORI-Plast Ltd.

4) HDPE Liner/ Geotextile/ Geonet/Liners (a) Raven Industries

Flexible Film department

P.O.Box 5107

Sioux Falls, Sd 57117-5107

USA

Tel: 001-605-3350174
Fax: 001-605-3310333

(b) Environmental Protection, Inc.

9939 US-131, South-Mancelona

Michigan-49659

USA

Tel: 001-231-5879108

Fax: 001-231-5878020

(c) GSE Lining Technology

19103, Gundle Road

Houston, TX 77073

USA

Tel: 001-281-4438564

Fax: 001-281-8756010

(d) Naue Fasertechnik GmbH & Co. KG

Alter Bahudamm 12

D-49448 Lemforde

Germany

Tel: 0049-5443 20673

Fax: 0049-5443 20677

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

(e) Terram BBA Non-wovens Asia Pacific Ltd.

C/O CCM Chemicals Sdn. Bhd.

Lot P.T. 200 Persiaran Selangor

40000 Shah Alam

Selangor Darul Ehsan

Malaysia

Tel: 0060-35413766

Fax: 0060-35413799

5) Water Proofing Compound CICO

SIKA
CERA-CHEM
6) L.T. Panel / Control panel Control and Switchgear
L&T
Siemens
GEC Alsthom
Crompton

7) Lighting Fixtures Philips

Crompton
Bajaj
Havels
GE

8) Pressure Gauges Manometers India Ltd.

H Guru Instruments Pvt Ltd.
General Instruments Pvt. Ltd.
Bells Control

9) CTs & PTs INDCOIL

AE
Kappa Electricals
Siemens

10) Push Buttons & Indicating Lamps L&T

Siemens
GEC Alsthom (EE)
BCH
Crompton
C&S

11) Cables CCI

Unistar
Fort-Gloster
Incab
Grandlay
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

12) MPCB/MCCB L&T

Siemens
GEC Alsthom (EE)
Schreider

13) Contactor L&T

Siemens
GEC Alsthom (EE)
BCH
Crompton
C&S

14) Selector Switch L&T –Salzer

Kaycee

15) MCBs L&T –Hager

MDS
Indo Kopp

16) Cable gland Comet

SIEBG
C&S

17) Ammeter/Voltmeter AE
MECO
IMP
Nippon

18) Terminal block Elemex

Technoplast

19) Enunciator Procon

Digicon

20) Pressure Switches Infoss

Switzer

28.0.0 QUALITY ASSURANCE CHECK LIST

This checklist is intended to be an aid to the Implementing agency and the Engineer-in-Charge in
identifying aspects of testing materials and workmanship.

Results of all tests to be carried out by the Implementing agency shall be submitted to the Engineer-in-
Charge promptly.

The following minimum checks/tests shall be carried out for soil, rock material, concrete, RCC works and
other works. The implementing agency shall add the cost of all the tests and facilities to be provided by him
to the Owner for his testing in the quoted rates for various rates for various items under the Schedule of
Items.
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Ref.
Item
Document for
No. Frequency/ Quantum
Type of Test of Check testing Accept
Norms
a b c d e

1. EARTH FILLING AND COM PACTION

I) Suitability of fill
Material

a) Grain size analysis Once in every 2000 cum. for IS: 2720 (part IS: 2720 (part IV)
each type and each source IV)
subject to a min. sample of
two samples

b) Liquid and Plastic limit -ditto- IS: 2720 (part IS: 2720 (part V)
V)

c) Shrinkage limit Once in every 5000 cum. for IS: 2720 (part IS: 2720 (part VI)
each type and each source VI)
subject to a min. sample of
two samples

d) Free swell Index -ditto- IS: 2720 (part IS: 2720 (part XL)
XL)

e) Chemical Analysis Once in every 5000 cum. for IS: 2720 IS: 2720
i) organic each type and each source
matter subject to a min. sample of Part XXII Part XXII
ii) Calcium two samples
Part XXIII Part XXIII
carbonate
iii) pH Part XXVI Part XXVI
iv) Total
soluble Part XXVII Part XXVII
sulphate
II) Standard Proctor Test Once in every 2000 cum. for IS: 2720 IS: 2720
each type and each source
subject to a min. sample of (part VII) (part VII)
two samples

III) Moisture content of fill -ditto- IS: 2720 IS: 2720

before compaction
(part II) (part II)

IV) Degree of compaction -ditto-

of fill

a) Dry density by core i) For foundation filling, one IS : 2720 (Part IS : 2720 (Part XXIX
method for every ten foundations XXIX , Part , Part XXVIII)
Or for each layer. However, XXVIII)
each layer for location of
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Ref.
Item
Document for
No. Frequency/ Quantum
Type of Test of Check testing Accept
Norms
Dry density in place by important and heavily
sand displacement method loaded foundations
resting on fill shall be
tested.
ii) For Area filling, one of
every 1000 sqm area for
each compacted layer.

b) Relative density -ditto- IS: 2720 (Part IS: 2720 (Part XIV)
(density Index) XIV)

c) Dry density by proctor Random check to be carried Standard Standard practice

needle penetration out for each compacted practice
layer in addition to test
mentioned under IV(a)
above

2. COARSE AGGREGATE FOR CONCRETE

Once per 100 cum. or part IS:2386 & As per IS: 383
thereof or each change of S:383
a) Check for Gradation source. for concrete

b) Specific Gravity -ditto- IS: 386 & Minimum Sp.

IS:1122 Gravity 2.60 for
concrete

c) Crushing Value Once for each source IS:2386 As per IS:383

(for concrete only) Part IV

d) Sulphate Soundness -ditto- IS:2386 Part V (i) As per IS:383

& IS:1126 for concrete.

(ii) Max. 10%

weight loss after
five cycles for filter
materials.

e) Acid & Alkali Reactivity -ditto- IS:2386 Part- As per IS:2386

VII & IS:383 Part-VII
(for concrete only)
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Ref.
Item
Document for
No. Frequency/ Quantum
Type of Test of Check testing Accept
Norms
f) Flakiness & Petrographic -ditto- IS:2386 Part- Flakiness Index
Examination VIII & IS:383 Max. 15%
Aggregate
(for concrete only) constituents which
are known to
cause deleterious
chemical reaction
with cement/lime
should be avoided.

g) Impact Value Once for every source IS:2386 Maximum 30%

h) Water Absorption -ditto- IS:2386 Maximum 2%

I) Slake Durability -ditto- IS:10050 Percentage

retained after two
10 minutes cycles
shall be more than
85%.

3. FINE AGGREGATE FOR CONCRETE & SAND FOR M ORTAR

a) Bulkage (for concrete Once per week IS:2386 & As per IS:383
only) IS:383

b) Moisture Content (for -ditto- -ditto- -ditto-

concrete and mortar only)

c) Gradation Once for every source IS:2386 Part-I, Same as in

IS:9429 & Sl.No.4a.
IS:383

d) Specific Gravity -ditto- IS:2386 Part-I Minimum 2.40

e) Water Absorption & Once for every source IS:2386 Maximum 2.5%
Density (for concrete and
mortar only)

f) Soundness (for concrete -ditto- IS:2386 Part-V -ditto-

only)
As per IS:383
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Ref.
Item
Document for
No. Frequency/ Quantum
Type of Test of Check testing Accept
Norms
g) Visual Examination 100% IS:2386 & -ditto-
IS:383

4. W ATER FOR M ORTAR AND CONCRETE M IXING & CURING

IS:3025 &
IS:456
a) pH Value

Once for every source As per IS:456

b) Turbidity -ditto- -ditto- -ditto-

c) Sulphate Content -ditto- -ditto- -ditto-

5. CEM ENT

a) Fineness Once for every source IS:269 &

IS:4031

b) Setting time -ditto- -ditto-

c) Soundness -ditto- -ditto-

d) Specific Gravity -ditto- -ditto-

e) Compressive Strength -ditto- -ditto- As per IS code

6. CONCRETE

a) Workability Minimum 3 samples per IS:1199 &

batch. IS:456

b) Crushing Strength One sample of 6 cubes per IS:1199, As per IS code

150 cum. or part thereof. IS:456, IS 516
& spec.

c) Compacting Factor Once per mix -ditto- -ditto-

d) Water Tightness Each tank and reservoir IS:3370 IS:3370

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Ref.
Item
Document for
No. Frequency/ Quantum
Type of Test of Check testing Accept
Norms
e) Finished Dimension All Structures including As per drgs.
embankment slopes

7.
BRICK
a) Visual Examination At Random IS:3495 &
IS:1077

b) Compressive Strength One set of samples per IS:3495 &

10,000 bricks or part IS:1077
thereof.

c) Efflorescence -ditto- -ditto-

d) Water absorption -ditto- -ditto-

e) Colour and Dimensional One from each stack -ditto-

Conformity

f) Soundness -ditto- -ditto-

8. FORM W ORK

a) Staging Each member IS:456 &

approved
drawing &
specification.

b) Dimensions & Plumb line -ditto- -ditto-

c) Shape & Alignment -ditto- -ditto-

d) Ground Support Each member IS:456 & appd.

(drawings &
specifications)

e) Cleaning & Oiling 100% -ditto-

f) Tightness for mortar 100% -ditto-

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Ref.
Item
Document for
No. Frequency/ Quantum
Type of Test of Check testing Accept
Norms

9. REINFORCEM ENT

a) Bending At random Approved

drgs.

b) Joints with right gauge of -ditto- -ditto-

bending wire.

c) Placement as per levels -ditto- -ditto-

and covers

d) Rust/loose scales -ditto- IS:456

29.0.0 LIST OF M ANDATORY SPARES

1. For each Vertical Centrifugal pump

Impellers 1 set

Shaft and Shaft sleeve 1 set

Set of bearings 1 set

V-Belt 1 sets

Strainer 1 set

2. Butterfly valves motorized (for each size) 1 no.

3. Butterfly valves manual (for each size) 1 no.

4. Non Return valve (for each size) 1 no.

5. Pressure indicator (for each type) 1 no.

6. Pressure switch (for each type) 3 no.

7. Level switches (for each type) 2 no.

8. Voltmeter (for each type) 1 no.

9. Ammeter (for each type) 1 no.

10. Power contactor (for each rating) 1 no.

11. Switches (for each type) 1 no.

12. HRC fuses (for each type) 3 no.

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

13. Push button (green) 5 no.

14. Push button (red) 5 no.

15. Indicating Lamp (green) 5 no.

16. Indicating Lamp (red) 5 no.

17. Indicating Lamp (amber) 5 no.

18. Enunciator Channel PCB 50% of total channel

19. Power supply PCB 1 no.

 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for MSWM System under Zone-II

Annexure No.10
Quotation for Sanitary Landfill
 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Anne xure 10: Quotation for Sanitary Landfill

Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC)

Preparation of DPR for M SW M System under Zone-II

 TREE

BUND
BUILDING
WATER BODIES

ELECTRIC POLE

RAILWAY TRACK
METALLED ROAD
PLOT BOUNDARY

RELEGIOUS PLACE
PBM
DITCH

CONTOUR

GRID TEXT

BORE WELL

JUNGLE AREA
GROUND LEVELS

DRAIN (DR & Nala)

CONTROL POINTS
N12100.783

BUILDING OUTLINE (S)

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97 24 94 63 31 63 09 55 99 42 53 74 96 18 30 37 46 55 64 73 81 89 97 05 15 62 45 28 08 14 21 27 33 36 97 05 13 21 29 37 45 79 79

E13961.886 99 99 99 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 97 96 96 97 97 97 97 97 97 97 97 97 97 98 98 98 98 98 98
.5 .3 .0 .7 .6 .5 .4 .4 .3 .3 .2 .1 .0 .9 .9 .8 .7 .6 .5 .4 .3 .2 .1 .0 .9 .9 .0 .1 .1 .2 .4 .6 .8 .7 .8 .9 .0 .1 .2 .3 .5 .5 E13961.886
38 16 08 79 16 47 81 28 72 15 57 76 88 95 00 05 12 21 30 39 47 55 63 71 81 46 29 12 95 77 32 39 45 82 18 26 34 42 42 36 79 7
98 9
.5
79
248

E13966.886
N12190.783

99 99 98 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 97 96 97 97 97 97 97 97 97 97 97 97 97 98 98 98 98
.5 .0 .8 .7 .6 .5 .5 .4 .3 .3 .2 .1 .0 .9 .8 .7 .6 .5 .5 .4 .3 .2 .1 .0 .9 .0 .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 .0 .1 .5 .5
01 53 95 00 32 64 01 45 89 32 53 60 66 71 76 81 87 96 05 14 22 30 38 48 59 13 96 78 61 44 27 57 32 39 40 34 28 23 79 79
.8 5
N12185.783

8.5
79

E13971.886 99 98 98 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 97 96 97 97 97 97 97 97 97 97 97 97 97 98 98
.2 .9 .7 .7 .6 .5 .5 .4 .4 .3 .2 .1 .0 .9 .8 .7 .6 .5 .4 .3 .2 .2 .1 .0 .9 .0 .1 .2 .3 .4 .4 .5 .6 .7 .8 .9 .5 .5
57 56 83 17 58 83 18 62 05 24 31 37 42 47 52 57 62 71 80 88 96 04 14 25 97 80 62 45 28 11 94 33 27 21 15 09 79 79
9N12180.783

98
.5
79

E13976.886 99 99 98 98 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 98
.4 .0 .9 .8 .8 .6 .5 .5 .4 .3 .3 .2 .1 .0 .9 .8 .7 .6 .5 .4 .3 .2 .1 .0 .0 .0 .1 .2 .3 .3 .3 .4 .5 .6 .6 .5
61 01 20 92 66 60 91 35 79 96 03 08 13 17 22 27 32 37 46 54 63 71 81 92 03 64 46 29 12 95 76 14 08 02 96 79
N12175.783

N12170.783

E13981.886 99 99 99 99 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 96
.6 .2 .1 .1 .9 .7 .6 .6 .5 .4 .3 .2 .1 .0 .9 .8 .8 .7 .6 .5 .4 .3 .2 .1 .0 .0 .1 .2 .2 .2 .2 .2 .3 .7
62 05 26 00 52 38 63 08 52 67 73 78 83 88 93 98 03 08 13 20 29 37 47 58 69 48 30 13 71 49 27 94 88 39
N12165.783

96
.7
39
E13986.886 99 99 99 99 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 96 96
.4 .3 .2 .0 .8 .7 .6 .6 .5 .4 .3 .2 .1 .0 .9 .8 .7 .6 .5 .4 .4 .3 .2 .1 .0 .1 .1 .1 .1 .0 .1 .7 .7
20 33 44 30 15 33 81 25 39 44 49 54 59 64 69 74 79 83 88 95 04 14 25 36 47 14 44 22 00 81 75 39 39
N12160.783

96
.7
39

E13991.886 99 99 99 99 99 98 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 97 96 96 96 96 96
.7 .6 .5 .3 .1 .8 .8 .7 .6 .6 .5 .4 .3 .2 .1 .0 .9 .8 .7 .6 .5 .4 .3 .2 .2 .1 .0 .9 .9 .9 .9 .7
N12155.783

69 35 36 22 07 93 03 53 98 10 15 20 25 30 34 39 44 49 54 59 64 70 81 91 02 08 18 95 73 51 61 39
N12150.783

96
E13996.886 99 99 99 99 98 98 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97 97 96 96 96 .7
.8 .5 .4 .1 .9 .8 .8 .7 .6 .5 .4 .3 .3 .2 .1 .0 .9 .8 .7 .6 .5 .4 .3 .2 .1 .0 .9 .8 .8 39
49 16 03 85 71 73 23 71 80 85 90 95 00 07 15 24 32 40 49 57 65 61 58 55 51 48 50 57 02
N12145.783

96
.8
05
E14001.886
9

99 98 98 97 96
99
99
99
99
98
98
98
98
98
98
98
98
98
98
97
97
97
97
97
97
97
97
96

.5 .6 .3 .6 .9
TBM1
TBM2
.7
.4
.2
.0
.9
.9
.8
.7
.5
.5
.4
.2
.1
.0
.9
.8
.7
.5
.4
7.3
.2
.1
.0
.8

02 83 16 71 48
76
64
76
51
48
08
66
75
91
00
08
25
33
41
50
62
75
68
65
61
58
55
51
97
N12140.783

96
.9
87

E14006.886 99 99 99 99 99 99 98 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 97 97 97
.7 .5 .3 .1 .0 .0 .9 .8 .7 .7 .6 .5 .4 .3 .2 .1 .0 .9 .8 .7 .6 .5 .4 .3 .2 .1
N12135.783

06 78 46 62 69 29 75 84 92 01 09 17 26 34 42 51 69 85 81 78 74 71 68 64 61 58
N12130.783

97
E14011.886 99 99 99 99 99 99 98 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97 97 .3
50
.6 .4 .2 .1 .1 .0 .9 .9 .8 .7 .6 .5 .4 .3 .2 .2 .0 .9 .8 .7 .6 .5 .4
47 69 90 90 50 85 93 01 10 18 26 35 43 52 76 01 91 88 84 81 78 74 71
N12125.783

7.5
32

E14016.886 99 99 99 99 99 99 99 99 99 98 98 98 98 98 98 98 98 98 98 97 97 97 97 97
.9 .7 .5 .4 .3 .2 .1 .1 .0 .9 .8 .7 .6 .5 .4 .4 .3 .1 .0 .9 .8 .7 .6 .6
26 76 97 19 11 71 94 02 11 19 27 36 44 59 83 08 01 98 94 91 87 84 8 37
9N12120.783

97 1
.7
14

Note :
E14021.886 99 99 98 98
N12115.783

99
99
99
99
99
99
99
98
98
98
98
98
98
98
98
97

.9 .1 .7 .0
.7
.5
.4
.3
.3
.2
.0
.9
.8
.6
.6
.5
.4
.3
.2
.9
.8

07 20 66 97
26
47
32
93
03
12
28
37
45
90
15
11
07
04
01
94
91
97N12110.783

98
.0
20
E14026.886 10 99 99 99 99 99 99 99 99 99 98 98 98 98 98 98 98 98 98 98 77
0.0 .8 .6 .5 .5 .4 .3 .2 .1 .0 .9 .8 .8 .7 .6 .5 .4 .3 .2 .1
02 54 76 53 04 12 21 29 38 48 73 98 22 21 17 14 11 07 04 31
1.9
N12105.783

98
4
.2
59
E14031.886 10 99 99 99 99 99 99 99 99 99 99 99 98 98 98 98 98 98 98
0.0 .9 .8 .6 .6 .5 .4 .3 .2 .1 .1 .0 .9 .8 .7 .6 .5 .4 .3
85 04 74 13 22 30 38 56 80 05 29 30 27 24 20 17 78
N12100.783

66 98 14
.4
41

E14036.886
N12095.783

10 99 99 99 99 99 99 99 99 99 99 99 98 98 98
.9 .7 .7 .6 .5 .4 .3 .3 .2 .1 .0 .9 .8 .7
8.6

0.1
33 95 23 31 39 63 87 12 37 57 37 34 30 27
23

17
9N12090.783

98
.8
E14041.886 04
10 10 99 99 99 99 99 99 99 99 99 99 99 98 98
0.1 0.0 .9 .8 .7 .6 .5 .5 .4 .3 .2 .1 .0 .9 .8
93 63 17 32 45 70 94 19 44 68 47 43 40 37 72
N12085.783

98
.9
86

E14046.886 1
1

10 99 99 99 99 99 99 99 99 99 99 99
.9 .8 .8 .7 .6 .5 .4 .3 .2 .1 .1
00

0.2 00.1
.0
N12080.783

57 95 52 77 02 26 51 75 57 53 50 47 18
33
N12075.783

E14051.886 99
10
0.1
10
0.0
10
0.0
99
.9
99
.8
99
.7
99
.6
99
.5
99
.4 .3
33 58 83 66 63 60 50
60 84 09
N12070.783

99
.5
31
E14056.886
1

10 10 10 99 99
10
99
99
99

.9 .6
00
.8
.7
.6

0.3 0.2 0.1

.2
0.0

90 12
76
73
70

84 16 41
98
65
N12065.783

9.7
13

E14061.886
1

10 10 10 99 99 99
10

.9 .8 .8
00

0.3 0.2 0.1

9N12060.783

.4
0.1

48 72 01 83 79 59
37
97
N12055.783

10
E14066.886 10 10 10 0.0
10
10

0.4 0.4 0.1 77

0.5
0.3

80 04 93
61
29
N12050.783

10
0.2
58
E14071.886 10 10 10 10 10
0.6 0.6 0.5 0.4 0.3
60 11 36 02 53
N12045.783

00
.4

3 CONTOURS INTERVAL 0.5 M. & GRID 5.0 M.

40

TOTAL AREA :- 40958.2324 Sqm = 10.1167 Acre

E14076.886 10 10
1N12040.783

0.7 0.6
43 12
N12035.783

N12030.783

1 ALL DIMENSIONS AND HEIGHTS ARE IN METRES.

2 THE NORTH LINE INDICATED IS TRUE NORTH DIRECTION.
NOTE :
NH

TITLE
9

CLIENT
PROJECT

AND TENDER PURPOSE ONLY

TOWN/00
CONTOURING.MAP

NH
21
TOPOGRAPHICAL SURVEY /
N

THIS DRAWING IS TENTATIVE AND IS MEANT FOR ESTIMATE, DPR

DATE

TO
1 OF 1
SCALE

DRAWING No.: T.S./ZONE-2/KOTHAGUDEM SHEET

FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING.

K
DRAWN

OT
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
CORPORATION (TUFIDC)

CHECKED

THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY

HA
DESIGNED

APPROVED

GU
DA
N
AJ
TELANGANA URBAN FINANCE &
KOTHAGUDEM TOWN
TO P

AKB
1:2

GKS
GKS
NEW DELHI, INDIA

INFRASTRUCTURE DEVELOPMENT
ALV

MAY 2016
IPE GLOBAL LIMITED

IN 31 ULBS UNDER ZONE-Il TELANGANA

ANC
HA

00

A3
PREPARATION OF DPR'S FOR MSWM SYSTEM

REV.
IPE GLOBAL HOUSE, B-84, DEFENCE COLONY,
 DETAILS
S.NO. DESCRIPTION SIZE AREA
01 MAIN GATE 7M
02 SCALE ROOM for WEIGH
BRIDGE 4.17X2.7M 11.25 sqm
03 SECURITY ROOM 3X3M 9 sqm
04 OFFICE + METER ROOM 5 X 4.2 M 21 sqm
05 PARKING 15 X 10 M 150 sqm
06 TYRE WASH FACILITY 16 X 4 M 64 sqm
07 DG PLATFORM 12 X 5 M 60 sqm
08 TIPPING SHED 20 X 12 M 240 sqm
09 PRE-SORTING SHED 15 X 20M 300 sqm
10 COMPOST PAD 20 X 30M 600 sqm
11 MONSOON SHED 4 X 30 M 120 sqm
12 WATER SUMP 5X5X1M 25 m³
13 LECHATE TANK 5X10X1M 50 m³
14 VERMICOMPOST +
PREPARATORY+CURING+ 40X32M 1280 sqm
FINISHED PRODUCT GODOWN

15 LANDFILL 19220 sqm

16 BOUNDARY WALL LENGTH 817 M

17 7.5 M WIDE ROAD 110 M
18 3.5 M WIDE ROAD 901 M
19 GREEN BELT AREA 13883 M²
20 STORM WATER DRAIN LENGTH 810 M
21 LEACHATE COLLECTION LENGTH 192 M
ad lop
e
nt Ro 2S 22 SURFACE CLEARING 40955 M²
me 1:
ank

1:
1: mb
eE

2S
lop
2S
id 14
e mW
lop
5.0
e
5.0
mW
1%

7
ide
S

6
LO

Em 13 10
15
PE

ban
11
1:

12
2S

A
km

NCH
5 ALVA
TO P
ent
lop
5.0

Ro

4 LEGEND :-
mW

ad

9 3 BOUNDARY WALL
200
ide

1
HD

7.5 M WIDE ROAD

2
1:

9
Em

NH
PE

3.5 M WIDE ROAD

HE

2S

8
b

PIP

MONITORING WELLS
ank

AD

lop

GREEN BELT
E
me

ER

COVERED SHED
nt R

1:
PIP

2S STORM WATER DRAIN

lop

NH
oad

e
LEACHATE COLLECTION

21
ad
nt Ro HEADER PIPE
16

me
1:

ank
GAS VENT PIPE
b
2S

e Em
Wid
lop

m
5.0 SCALE
e

TO
pe 543210 5 10 20 40

KO
Slo
:2

TH
1 METER

AG
UD
9
NH

AN
(KOTHAGUDEM TOWN)
IPE GLOBAL LIMITED
IPE GLOBAL HOUSE, B-84, DEFENCE COLONY,
NEW DELHI, INDIA
N GAL
ARA PREPARATION OF DPR'S FOR MSWM SYSTEM
TO W PROJECT
IN 31 ULBS UNDER ZONE-Il TELANGANA

TELANGANA URBAN FINANCE &

CLIENT INFRASTRUCTURE DEVELOPMENT
CORPORATION (TUFIDC)
SCALE 1:2
TITLE
DESIGNED GKS
DETAILS OF
DRAWN AJ
LAYOUT PLAN OF ISWM
FACILITY CHECKED GKS

APPROVED AKB

DATE SEP 2016

DRAWING No.:T.S/ZONE-2/KOTHAGUDEM TOWN/1 REV.

NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR
ESTIMATE, DPR AND TENDER PURPOSE ONLY
00
THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

350 350 300 10 70 10 NOTES / REMARK : -

100 ISF 75x75x75x5
10mm Sq.BAR FRAME 21SA 100
100

20
M (Typ.) 50x50x10 (TYP.) 1. ALL DIMENSIONS ARE IN MM AND LEVELS M
50
AND COORDINATES ARE IN METER.
PLASTER 20mm Th.
2. ALL BRICK WORK SHALL BE IN CM 1:6
FLAT PLASTERED ON BOTH SIDES AS PER

83
IN CM 1:4
50x10 Th.
SPECS.
3. ALL CONCRETE SHALL BE IN M-20 (1:1.5:3)

120
L L
1500

AS PER IS:456.
RCC COLUMN 4. ALL PEDESTAL FOUNDATIONS SHALL REST
350x350 ON ORIGINAL SOIL.
2825

25mmØ ROD
A
K K

INST 50x50x6
1000

NOTE THIS DRAWING IS TENTATIVE AND IS MEANT FOR

J ESTIMATE, DPR AND TENDER PURPOSE ONLY J
F.G.L 120 F.G.L

HOLD FAST OF ISA 75MM GAP

ROLLER 75(TYP. DOOR WINDOW SCHEDULE
50x50x8(Typ.) (Typ.)
PCC 1:3:6
SLIDING BOLT
SECTION A-A S.NO. TYPE SIZE DESCRIPTION NOS.
DETAIL OF ROLLER 1 D1 D- 1000 X 2150 DOOR -38 THK.FLUSH 1
I I
DOOR (SINGLE LEAF)
2 W1 W-2000X1200 WINDOW FULLY GLAZED (D F) 1

3 W2 W1-900X1200 WINDOW FULLY GLAZED (D.F) 2

ELEVATION

6000
H LEGEND: H
4000
350 1000 300

xxxx

300
350

FFL
T-SECTION
G 350 50x50x5 G
EMBEDDED
IN ROAD

F F
T-SECTION 50x50x5
EMBEDDED IN ROAD

T-SECTION 50x50x5 SCALE

EMBEDDED IN ROAD 543210 5 10 20 40

500
E METER E
C.C. BLOCK IN M10
A
℄ 300x300x500

KOTHAGUDEM TOWN
A
PLAN G.L G.L
D D

50X50X8 B 300 IPE GLOBAL LIMITED

B 6-Y16 SECTION B-B IPE Global House B-84, Defence Colony,
N.T.S. New Delhi, India
PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM
Y8@200c/c

C IN 31 ULBS UNDER ZONE-II TELANGANA C

2000
ISP 50x6 Th.
TELANGANA URBAN FINANCE &
CLIENT INFRASTRUCTURE DEVELOPMENT
Ø20
CORPORATION (TUFIDC)
SCALE 1:1
TITLE
DESIGNED GKS
B B
DRAWN AJ
DETAILS OF
Ø30 Y12 @150c/c CHECKED GKS
ENTRANCE GATE

300
Y12 @200c/c APPROVED AKB
Ø50
DATE MAY 2016

DRAWING No.: T.S./ZONE-2/ SHEET REV.

A 1500 A
KOTHAGUDEM TOWN/ 02
1700 1 OF 1 00
DETAIL 'A' SECTION OF COLUMN FOOTING THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
N.T.S. A3
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING.

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
NOTES / REMARK : -

M 1. ALL DIMENSIONS ARE IN MILLIMETER. M

2. P.C.C. (1:4:8) IN BRICK BALLAST.
3. USE 1:4 CEMENT SAND FOR PLASTER
4. BRICK MASONRY (1:6).

L L

NOTE THIS DRAWING IS TENTATIVE AND IS MEANT

FOR ESTIMATE, DPR AND TENDER
PURPOSE ONLY

K K

30 MM EXPANSION JOINT
AFTER EVERY 9 PANELS ELEVATION
J J

I I

14 G BARBED
WIRE 4 LINE

600
COPING WITH
H
Y Z H

300
BRICK TILES

EQ EQ EQ EQ EQ
G G
300

150
X X

1800
1800

F F

COLUMN

40
360
40

E 230 360 X 360 D.P.C. 40 mm TH. E

D.P.C. 25 mm TH.
1:2:4 WITH WPC. 1:2:4 WITH WPC.

300
SCALE
300

543210 5 10 20 40

G.L. G.L. G.L. METER

350
360
350

D D
360 Y Z
KOTHAGUDEM TOWN

800

150 150 150

460
150 150 150

460

450
450

690 IPE GLOBAL LIMITED

690 IPE Global House B-84, Defence Colony,
C C
P.C.C. 1:4:8 P.C.C. 1:4:8 New Delhi, India
PROJECT
: PREPARATION OF DPR'S FOR MSWM SYSTEM IN

800 800 31 ULBS UNDER ZONE-II TELANGANA

TELANGANA URBAN FINANCE &

CLIENT
INFRASTRUCTURE DEVELOPMENT CORPORATION

SECTION - Y-Y SECTION - Z-Z TITLE

(TUFIDC)
SCALE 1:1
B B
360 DESIGNED GKS
DETAILS OF DRAWN AJ
BOUNDARY WALL
230
360

CHECKED GKS

APPROVED AKB

DATE MAY 2016

A
COLUMN 3600 DRAWING No.:
SHEET REV. A
T.S./ZONE-2/KOTHAGUDEM TOWN/ 03 1 OF 1 00
360 X 360 THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
A3
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING.

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
SECTION - X-X
 NOTES / REMARK : -
10Ø 250 c/c
1. ALL DIMENSIONS ARE IN MM.

NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR

ESTIMATE, DPR AND TENDER PURPOSE ONLY

M 25 R.C.C.

12Ø 150 c/c

150
GEOSYNTHETIC SHEET

75
STONE METAL
22.5 mm TO 50mm

75
SCALE
543210 5 10 20 40

METER
STONE METAL
SOLING 0 TO 63mm

KOTHAGUDEM TOWN

IPE GLOBAL LIMITED

IPE Global House B-84, Defence Colony,
New Delhi, India
: PREPARATION OF DPR'S FOR MSWM SYSTEM
PROJECT
IN 31 ULBS UNDER ZONE-II TELANGANA
COMPACTED EARTH FILL
TELANGANA URBAN FINANCE &
CLIENT INFRASTRUCTURE DEVELOPMENT
CORPORATION (TUFIDC)
SCALE N.T.S.
TITLE
DESIGNED GKS
DESIGN DETAILS OF
DRAWN AJ
THE COMPOST PAD
CHECKED GKS

SECTIONAL DETAILS APPROVED

DATE
AKB

MAY 2016

(N.T.S) DRAWING No.: T.S./ZONE-2/

KOTHAGUDEM TOWN/ 04
SHEET

1 OF 1
REV.

00
THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
NOTES / REMARK : -
10mm dia 150mm c/c 8 mm dia 200mm c/c 1. ALL DIMENSIONS ARE IN MILLIMETER.
M M

NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR

ESTIMATE, DPR AND TENDER PURPOSE ONLY

150
L L

K K
STONE METAL

75
22.5 TO 50mm SIZE

J J

STONE SOLING

75
40 TO 63mm

I I

COMPACTED SOIL
H H

TIPPING FLOOR AND PRE -PROCESSING AREA

(N.T.S)
G G
10mm dia 200mm c/c 8 mm dia 200mm c/c

F F

100
E E

STONE METAL

75
SCALE
22.5 TO 50mm SIZE 543210 5 10 20 40

METER
D D

KOTHAGUDEM TOWN
STONE SOLING

75
40 TO 63mm IPE GLOBAL LIMITED
IPE Global House B-84, Defence Colony,
C C
New Delhi, India
: PREPARATION OF DPR'S FOR MSWM SYSTEM
PROJECT
IN 31 ULBS UNDER ZONE-II TELANGANA

TELANGANA URBAN FINANCE &

CLIENT INFRASTRUCTURE DEVELOPMENT
COMPACTED SOIL CORPORATION (TUFIDC)
SCALE N.T.S.
B TITLE B
DESIGNED GKS
DESIGN DETAILS OF FLOOR DRAWN AJ
FOR TIPPING &
CHECKED GKS
PRE-PROCESSING AND
MACHINE SHED AREAS APPROVED AKB

MAY 2016
PAVEMENT DESIGN IN PROCESSING AREA & MACHINE SHED DATE

A DRAWING No.: T.S./ZONE-2/ SHEET REV. A

EXCEPT FOR MACHINE FOUNDATION KOTHAGUDEM TOWN/ 05
1 OF 1 00

(N.T.S) THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

M 1. ALL DIMENSIONS ARE IN MILLIMETRES. M

NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR

ESTIMATE, DPR AND TENDER PURPOSE ONLY
L
750 L

K
CEMENT PLASTER K

PCC M150 (1:2:4)

J J

200 BRICK ON EDGE SOLING

I
CROSS SECTION OF PARKING AREA I

H H

G G

F F

50 mm THICK
E C.C. FLOORING E

75 mm THICK SCALE
543210 5 10 20 40

D
P.C.C. (1:4:8) METER D

KOTHAGUDEM TOWN

IPE GLOBAL LIMITED

C 150 mm THICK IPE Global House B-84, Defence Colony,
New Delhi, India C
:

CROSS SECTION OF SAND FILLING PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM
IN 31 ULBS UNDER ZONE-II TELANGANA
TELANGANA URBAN FINANCE &
CLIENT INFRASTRUCTURE DEVELOPMENT

B CEMENTED PLATFORM TITLE

CORPORATION (TUFIDC)
SCALE

DESIGNED
N.T.S

GKS
B

DETAILS OF DRAWN AJ
PARKING PLATFOAM
CHECKED GKS
SECTION
APPROVED AKB

DATE MAY 2016

A DRAWING No.: SHEET REV. A

T.S./ZONE-2/KOTHAGUDEM TOWN/ 06
1 OF 1 00
THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

NOTES / REMARK : -
M 1. ALL DIMENSIONS ARE IN MM AND LEVELS M

AND COORDINATES ARE IN METER.

2. THE WEIGH BRIDGE SHALL BE OF

RAMP AS PER SPEC

ELECTRONIC TYPE (CAPACITY-20 TONS
12 THICK PLASTER IN CM 1:6
PLUS 25% OVER LOAD) AND SHALL HAVE
L MICROPROCESSOR BASED WEIGHING L
CONSOLE.
3. THE WEIGHING PLATFORM SHALL HAVE
SLOPE 1:15 SLOPE 1:15
NON SKID TYPE STEEL PLATFORM.
4. ALL BRICK WORK SHALL BE IN CM 1:6
PLASTERED ON BOTH SIDES AS PER
K K
SPECS.
5. ALL CONCRETE SHALL BE IN M-20 (1:1.5:3)
SECTION AT B-B AS PER IS:456.
6. ALL PEDESTAL FOUNDATIONS SHALL REST
ON ORIGINAL SOIL.
J J
NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR
ESTIMATE, DPR AND TENDER PURPOSE ONLY
0.60

DOOR WINDOW SCHEDULE

I S.NO. TYPE SIZE DESCRIPTION NOS. I

1 D1 D- 1000 X 2150 DOOR -38 THK.FLUSH 1
DOOR (SINGLE LEAF)

2 W1 W-2000X1200 WINDOW FULLY GLAZED (D F) 1

3 W2 W1-900X1200 WINDOW FULLY GLAZED (D.F) 2

SLOPE 1:15 SLOPE 1:15

H H
LEGEND:

xxxx
FFL
G FRONT ELEVATION G

RAMP AS PER SPEC

F F

FGL 0.00 SCALE

543210 5 10 20 40

E METER E

KOTHAGUDEM TOWN
100DIA RWP
D D

IPE GLOBAL LIMITED

SL 12 THICK PLASTER IN CM 1:6
OP IPE Global House B-84, Defence Colony,
E1
:60 FOUNDATION DETAILS OF WALL (TYP) New Delhi, India
:
PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM
C IN 31 ULBS UNDER ZONE-II TELANGANA C
TELANGANA URBAN FINANCE &
CLIENT INFRASTRUCTURE DEVELOPMENT
0
CORPORATION (TUFIDC)
1:6 SCALE 1:1
OP
E TITLE
SL GKS
DESIGNED
B DETAILS OF B
DRAWN AJ
100DIA RWP WEIGH BRIDGE & SCALE
CHECKED GKS
ROOM
APPROVED AKB

DATE MAY 2016

DRAWING No.: SHEET REV.

A T.S./ZONE-2/KOTHAGUDEM TOWN/ 07 A
1 OF 1 00
TARRACE PLAN
SECTION AT 'A-A' THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 NOTE:-

Pilars 40cm x 60cm Pilars 40cm x 60cm

3.5 3.5
3.5 3.5 3.5 3.5 3.5
Effective Span Effective Span

11.6

11.6
12

12
Clear Span Clear Span
Truss 21
56
NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR ESTIMATE, DPR
AND TENDER PURPOSE ONLY

Plan of Shed for 56 m long and 12 m wide span Plan of Shed for 21 m long and 12 m wide span

Base Plate 30cm x 30cm x 12cm

75 x 75 x 10mm
t r m Tie 80 x 6mm F.B.
Nu ashe 8m mm
W h eet x 7 5x
5 0 x8
. S 125 5x
G.I 2-7
u rlin ol t . Gusset Plate 8mm
P
ok
B P.R
Ho Rag Bolt

Plan of Base
Detail of Fixing G.I. Sheet Lon
g 25cm G.I. Ridging
1cm
m-1
x 8m
x 75

45cm
75
gle
eat An
Cl
<
8m
m 0cm 75 cm
x2 8m
m
75x c m
5x
x 25 4
25 x
80m lin 1 t 65 ong
7. Pur . Stru 55m L
eet F.B <-0
. Gusset Plate
. Sh m
G.I 8m
0 x ng
75cm x 45cm
5
g Tie m Lo
Lon 1.5
0
.6 0m
-7 SCALE
<s 32cm x 25cm
mm 543210 5 10 20 40
x8
x 50 75cm x 25cm
2 -75 8m
m METER
fter 5x Tie 50 x 8mm F.B.
p al Ra 5 x4 g Strut 75 x 50 x
-3.30 m Long
Suspender 50 x 50 x 6mm
inc i 6 on
Pr
t
Stru 55m l
10mm -20m -2.60m Long KOTHAGUDEM TOWN
F .B. <-0
. Long
6m m

25 cm
mx 20c Tie 50 x 8mm F.B. IPE GLOBAL LIMITED
2m mx
ie 3 25c
-1.50 m Long Tie 2-50 x 8mm F.B. IPE GLOBAL HOUSE, B-84, DEFENCE COLONY,
dT
32 cm

Win
NEW DELHI, INDIA
75cm x 25cm -4.80m Long
PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM
45 cm IN 31 ULBS UNDER ZONE-Il TELANGANA
Tie 2 Nos. 80 x 6mm 20 cm
5cm Gusset Plate 70cm x 45cm F.B.-3.40m Long TELANGANA URBAN FINANCE &
Gusset Plate 45cm x 32cm CLIENT INFRASTRUCTURE DEVELOPMENT
m 75 x 75 x 10mm <
45c CORPORATION (TUFIDC)
Base Plate 30cm x 30cm x 12mm
SCALE 1:2
Rag Bolt 40mm Dia-30cm Long TITLE
DESIGNED GKS
C.C. Bed Block 30cm x 30cm x 30cm DETAILS OF
DRAWN AJ
All Gusset Plates 8mm Thick COMMON SHADE AND STEEL
ROOF TRUSS CHECKED GKS

APPROVED AKB

DATE MAY 2016

STEEL ROOF TRUSS DRAWING No.: T.S./ZONE-2/

KOTHAGUDEM TOWN/08
SHEET

1 OF 1
REV.

00
THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

200 200 NOTES / REMARK : -

300 3200 300
M M
3000 1. ALL DIMENSIONS ARE IN MILLIMETERS.
100 mm Lime
Terracing (2:2:7) 300
LEGEND :-
120
WINDOW :- W 1010 X 1050
L 150 x 80 Vent 6 mm Thick FRAME 80 X 80 L
Plaster (1:4) 150 x 80 DOOR :- D 1020 X 2010
Vent FRAME 10 X 80
Brick work R.C.C. Slab
(1:2:4) STEPS :- TREAD 300
in C.M.(1:4) RISER 200
each both side 450
C.M. (1:6)
K 150 mm Thick K
lintel beam
NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR ESTIMATE,
DPR AND TENDER PURPOSE ONLY
300 3100

J J

25 mm
DPC 25 mm
25 mm DPC
I I
Florring

100 mm L.C.
800 400 800
Over Brick blast
600 600
H Brick flat soving H
G.L. G.L. G.L. soling G.L.

Brick work 600

C.C. (1:3:6) in CM(1:4)

G G
1:3:6 C.C. 300

700

SECTION AT A-A
F F

50 MM OFFSET

SCALE
543210 5 10 20 40
E E
METER

3000 KOTHAGUDEM TOWN

900
D D
A A IPE GLOBAL LIMITED
IPE Global House B-84, Defence Colony,
1200 New Delhi, India
3000 :
UP D W PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM
C IN 31 ULBS UNDER ZONE-II TELANGANA C
TELANGANA URBAN FINANCE &
CLIENT
INFRASTRUCTURE DEVELOPMENT
CORPORATION (TUFIDC)
TITLE SCALE 1:1

DESIGNED GKS
B DETAILS OF B
DRAWN AJ
SECURITY ROOM
CHECKED GKS

APPROVED AKB

300 DATE MAY 2016

DRAWING No.: T.S./ZONE-2/ SHEET REV.

A A
KOTHAGUDEM TOWN/ 09 1 OF 1 00
PLAN THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
200 200 NOTES / REMARK : -

100 3200 100

1. ALL DIMENSIONS ARE IN MILLIMETERS.
M 3000 M
100 mm Lime
Concrete 2:2:7)
300
LEGEND :-
150 150
100 mm Projection WINDOW :- W 500 X 820
150 mm R.B. Slab FRAME 100 X 80
L (1:2:4) DOOR :- D 800 X 2020 L
75 mm Lime Concerete FRAME 100 X 80
STEPS :- TREAD 300
RISER 150
100 mm Projection
75 mm R.B. Slab Brick work
in C.M.(1:4)
NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR ESTIMATE, DPR AND
K 200 mm Thick TENDER PURPOSE ONLY
K
lintel beam

100 mm Thick
lintel beam
3500
300
J 300 x 300 mm J
Brick Column

100 mm L.C.
Over Brick blast
I 25 mm 25 mm soving I
DPC DPC 25 mm
Brick flat 25 mm DPC
soling Florring

450 450
300 200
H G.L. Earth Filling Earth Filling G.L. H

Brick work 400 150

in CM(1:4) 500 100

600 100
100 mm C.C. (1:3:6)
650
1:3:6 C.C. 300

G 800 G
400
SECTION AT A-A

300 x 300 mm
Column
Shelf
F F
(1000 mm x 1700 mm)

D W SCALE
543210 5 10 20 40

100 mm Projection METER

E E

KOTHAGUDEM TOWN
D Varandah Room D
(2000 x 4200) 3000 x 4200
IPE GLOBAL LIMITED
IPE Global House B-84, Defence Colony,
New Delhi, India
: PREPARATION OF DPR'S FOR MSWM
PROJECT SYSTEM IN 31 ULBS UNDER ZONE-II
C UP C
TELANGANA
TELANGANA URBAN FINANCE &
A A CLIENT INFRASTRUCTURE DEVELOPMENT
CORPORATION (TUFIDC)
SCALE 1:1
TITLE
D W DESIGNED GKS
B DETAILS OF B
DRAWN AJ
OFFICE BUILDING WITH
METER ROOM CHECKED GKS

W APPROVED AKB

DATE MAY 2016

SHEET REV.
DRAWING No.: T.S./ZONE-2/
A A
KOTHAGUDEM TOWN/ 10 1 OF 1 00

PLAN THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
EXPANDED VIEW OF
LEACHATE COLLECTION
M M
155.0
137.0
127.0 X 0.9 m THICK CLAY LAYER
1.5 mm HDPE GEO MEMBRANE LEACHATE COLLECTION
0.20 m PROTECTION LAYER 110 mm OD PIPE (HDPE)
L
109.0 0.30 m DRAINAGE LAYER L
-2
PERFORATED
(GRANULAR SOIL PERMEABILITY 10 CM/SEC.)
1 : 2 Slope PE
2% SLO
5.0 m Wide Embankment Road
K K
1 : 2 Slope

1 : 2 Slope

1 : 2 Slope
J
5.0 m Wide Embankment Road

5.0 m Wide Embankment Road

J
Y
LEACHATE COLLECTION
TRENCH

C/C PIPE DISTANCE 25 M

I
200 Ø HEADER PIPE N.G.L. I
12mm THK. CEMENT PLASTER
20 mm THK. CC COPING 1:3:6 230mm (1:3 COARSE SANDWITH NEAT
124.0 106.0 96.0 78.0 CEMENT PUNNING)
(1CEMENT 3 COARSE
1% SLOPE LEACHATE SAND 6 STONE AGG.)
H COLLECTION BRICK MASONARY (1:4) H
450mm (1 CEMENT : 4 COARSE SAND)
SUMP
150mm 450mm 150mm

HDPE PIPE 150mm

1 : 2 Slope
PCC (1:4:8)
1 : 2 Slope

1210mm
G
16 (1 CEMENT : 4 COARSE
G

SAND : 8 STONE AGG.

40 mm NOMINAL SIZE)

DETAILS OF DRAIN
F
1 : 2 Slope F

5.0 m Wide Embankment Road

NOTE / REMARKS
1 : 2 Slope 1. ALL LEVELS AND DIMENSIONS ARE IN METER UNLESS OTHERWISE
SPECIFIED.
E 2. ALL LEACHATE COLLECTION HDPE PIPES TO BE WRAPPED WITH E
NON-WOVEN GEOTEXTILE & SEALED AT FREE END.

PLAN 3.

NOTE
SECTION-AA AND BB

THIS DRAWING IS TENTATIVE AND IS MEANT FOR

ESTIMATE, DPR AND TENDER PURPOSE ONLY

SCALE
543210 5 10 20 40
D D
METER

KOTHAGUDEM TOWN
HDPE PIPE 200mm Ø OD IPE GLOBAL LIMITED
PERFORATED NON-WOVEN GEOTEXTILE-270gm/m² HDPE PIPE 110mm Ø OD PERFORATED NON-WOVEN GEOTEXTILE-270gm/m²
IPE Global House B-84, Defence Colony,
C (MAIN PIPE) (BRANCH PIPE) New Delhi, India C
N M
12mmØ :
PREPARATION OF DPR'S FOR MSWM SYSTEM
PROJECT
HOLE IN 23 ULBS UNDER ZONE-II TELANGANA
12mmØ
TELANGANA URBAN FINANCE &
HOLE CLIENT INFRASTRUCTURE DEVELOPMENT
CORPORATION (TUFIDC)
SCALE 1:1
B TITLE B
DESIGNED GKS
DETAILS OF
12mm HOLE AT M 120° LEACHATE COLLECTION SYSTEM
DRAWN

CHECKED
AJ

GKS
150mm c/c SECTION
SECTION APPROVED AKB
12mm HOLE AT N N-N M-M DATE MAY 2016

A
200mm c/c DRAWING No.: T.S./ZONE-2/KOTHAGUDEM SHEET REV. A

TYPICAL DETAILS OF LEACHATE COLLECTION MAIN PIPE (N.T.S.) TYPICAL DETAILS OF LEACHATE COLLECTION BRANCH PIPE (N.T.S.) TOWN/11
1 OF 1 00
THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

155.0
X
M 137.0 M
127.0
109.0

1 : 2 Slope
L L
5.0 m Wide Embankment Road
1 : 2 Slope

1 : 2 Slope

1 : 2 Slope
K K

5.0 m Wide Embankment Road

5.0 m Wide Embankment Road

Y

J J
200 Ø HEADER PIPE
124.0 106.0 96.0 78.0
1% SLOPE LEACHATE
I COLLECTION I
SUMP

HDPE PIPE

1 : 2 Slope
1 : 2 Slope

H 16 H

1 : 2 Slope
G 5.0 m Wide Embankment Road G

1 : 2 Slope

F
PLAN F

NOTE / REMARKS

124 1. ALL LEVELS AND DIMENSIONS ARE IN METER UNLESS OTHERWISE

SIDE 106 SPECIFIED.
SLOP 2. ALL LEACHATE COLLECTION HDPE PIPES TO BE WRAPPED WITH

E 4:1
E E
SLOPE E 4:1 SIDE NON-WOVEN GEOTEXTILE & SEALED AT FREE END.

SLOP 3. SECTION-AA AND BB

3:1 WASTE SLOPE NOTE THIS DRAWING IS TENTATIVE AND IS MEANT FOR
3.0 ESTIMATE, DPR AND TENDER PURPOSE ONLY
3:1
SCALE
543210 5 10 20 40
D D
METER

78 9.0 5.0 9.0 KOTHAGUDEM TOWN

Elevation at X axis IPE GLOBAL LIMITED

IPE Global House B-84, Defence Colony,
C New Delhi, India C
155 :
PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM
137 IN 23 ULBS UNDER ZONE-II TELANGANA
SIDE SLOP TELANGANA URBAN FINANCE &
4:1 E 4:1 CLIENT
OPE
INFRASTRUCTURE DEVELOPMENT
SLOPE SIDE
SL CORPORATION (TUFIDC)
B 3:1 WASTE SLOPE TITLE SCALE 1:1
B
3.0 DESIGNED GKS
3:1 DETAILS OF
SECTION PLAN
DRAWN AJ

CHECKED GKS

APPROVED AKB

DATE MAY 2016

A
109 9.0 5.0 9.0 SHEET REV. A
DRAWING No.: T.S./ZONE-2/KOTHAGUDEM
TOWN/12 1 OF 1 00

16 15 14 13 12
Elevation at Y axis
11 10 9 8 7 6 5 4
THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING.

3 2 1
A3
 4 4
1 ANCHOR TRENCH
1
ROAD EL.

2% SLOPE WASTE 2% SLOPE SLOPE 1 : 3

G.L
EMBANKMENT
9 5 9 78 9 5.0 9
SECTION AA

4 4
1 ANCHOR TRENCH
1
ROAD EL.

2% SLOPE WASTE 2% SLOPE SLOPE 1 : 3

G.L
EMBANKMENT
9 5 9 109 9 5.0 9
SECTION BB
NOTES / REMARKS:-
12.7
60° 60°
0.9
1. ALL DIMENSIONS ARE IN METER UNLESS OTHERWISE
SPECIFIED .
2. ONLY WRITTEN DIMENSION SHALL BE FOLLOWED.
PASSIVE VENT
110 mm OD
NOTE THIS DRAWING IS TENTATIVE AND IS MEANT FOR
150 mm ESTIMATE, DPR AND TENDER PURPOSE ONLY
GEOTEXTILE (250 gsm) (TYP.)

WASTE TYPICAL DETAIL OF PIPE PERFORATION

DRAINAGE LAYER OF
GRAVEL SOIL
-2
OF K>10 CM / SEC. PASSIVE VENT
HDPE PIPE
GEOTEXTILE (250 gsm)
1500 mm VEGETATIVE COVER
300 mm
>1.5 THICK HDPE
MEMBRANE SURFACE LAYER
GEO SYNTHETIC CLAY (TOP SOIL)
LINER (THICKNESS 6-7 mm)
300 mm 450 mm
CLAY LAYER
200 MM c/c DRAINAGE LAYER OF
GRANULAR SOIL SCALE
OF K>10 CM / SEC. 543210 5 10 20 40
LINER SYSTEM FOR BOTTOM DETAIL-Y
TYPICAL DETAILS OF 150 mm METER
(TYP.)
STANDARD HDPE PIPE
BARRIER LAYER KOTHAGUDEM TOWN
(COMPACTEDCLAY OR -7
AMMENDED SOIL) K<10 600 mm
IPE GLOBAL LIMITED
HDPE GEOMEMBRANE 1.5 mm IPE Global House B-84, Defence Colony,
New Delhi, India
CLAY LAYER :
GAS COLLECTION LAYER PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM
IN 31 ULBS UNDER ZONE-II TELANGANA
GRANULAR SOIL
PROTECTIVE LAYER TELANGANA URBAN FINANCE &
OF SILTY SOIL CLIENT INFRASTRUCTURE DEVELOPMENT
450 mm
CORPORATION (TUFIDC)
2 TITLE SCALE 1 : 1500

1 WASTE DESIGNED GKS

PCC DETAILS OF
DRAWN AJ
EMBANKMENT LANDFILL SECTION
CHECKED GKS

APPROVED AKB

DATE MAY 2016

ANCHOR
TRENCH DETAIL OF SIDE LINER SYSTEM TOP COVER WITH GAS VENT DRAWING No.: T.S./ZONE-2/KOTHAGUDEM SHEET REV.
TOWN/12
FOR PASSIVE CONTROL OF LANDFILL GAS 1 OF 1 00
DETAIL-Z (TYP.) THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY

DETAIL-X (TYP.) PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

NOTES / REMARK : -
M M
1. ALL DIMENSIONS ARE IN MM AND
LEVELS AND COORDINATES ARE IN METER.
2. ALL CONCRETE SHALL BE IN M-20
(1:1.5:3) AS PER IS:456.
3. THE PIT SHALL BE MADE IN RCC 1:1.5:3
L (TYPE-I, PAVEMENT 200 THK.) L

NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR

ESTIMATE, DPR AND TENDER PURPOSE ONLY

K K

J J

I I

H H
0.00 0.00

G G

F F

SCALE
543210 5 10 20 40
E E
METER

KOTHAGUDEM TOWN
D D

IPE GLOBAL LIMITED

IPE Global House B-84, Defence Colony,
New Delhi, India
: PREPARATION OF DPR'S FOR MSWM SYSTEM
PROJECT
C IN 31 ULBS UNDER ZONE-II TELANGANA C
TELANGANA URBAN FINANCE &
CLIENT INFRASTRUCTURE DEVELOPMENT
CORPORATION (TUFIDC)
SCALE 1:1
TITLE
DESIGNED GKS
B DETAILS OF B
DRAWN AJ
TYRE WASHING FACILITY AT
ISWM SITE CHECKED GKS

APPROVED AKB

DATE MAY 2016

SHEET REV.
DRAWING No.: T.S./ZONE-2/
A A
KOTHAGUDEM TOWN/ 15 1 OF 1 00
THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY
PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN
FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. A3

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1