Detailed Project Report for Implementation of MSWM in Zone II of Telangana Yellandu 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 POPULATION ...... 10 2.4.1 Physical Infrastructure ...... 11 2.4.2 Social Infrastructure ...... 11 2.5 FINANCIAL STATUS OF YELLANDU MUNICIPALITY ...... 12
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 ...... 14 3.1.6 MSW Transportation System ...... 14 3.1.7 Waste Processing and Disposal Mechanism ...... 15 3.1.8 MSW Management System ...... 17 3.1.9 Expenditure on MSW...... 17 3.1.10 Gaps in Existing MSW Management System ...... 17 3.1.11 Service Level benchmarks...... 20 4.0 INFRASTRUCTURE REQUIREMENT FOR COLLECTION AND TRANSPORTATION SYSTEM ...... 24
4.1 INTRODUCTION ...... 24 4.1.1 Population Projections ...... 24 4.1.2 Waste Projections ...... 26 4.2 METHODOLOGY FOR PRIMARY GARBAGE SURVEY FOR PHYSICAL CHARACTERIZATION ...... 26 4.2.1 Methodology for conducting primary survey in households: ...... 27 4.2.2 Methodology for conducting primary survey in commercial establishments: ...... 27 4.2.3 Methodology for conducting dumping site survey:...... 28 4.3 QUANTIFICATION OF MSW ...... 28
4.4 CHARACTERIZATION OF WASTE ...... 30
4.5 BASIS OF DESIGN OF PROPOSED MSWM PLAN ...... 31
4.6 PROPOSED COLLECTION AND TRANSPORTATION PLAN ...... 32
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4.6.1 Segregation at Source ...... 32 4.6.2 Segregation at vegetable / fruit markets and slaughter houses ...... 34 4.6.3 Segregation at commercial establishments/institutions/workshops ...... 34 4.6.4 Segregation at hotels/restaurants/community/function halls ...... 35 4.6.5 Door to door Collection of MSW ...... 35 4.6.6 Collection of Street Sweeping Waste ...... 37 4.6.7 Collection and Transportation of Silt Generated during De-silting of Drains ...... 38 4.6.8 Infrastructure require for primary waste collection and transportation is as follows...... 39 4.6.9 Secondary Waste Storage System ...... 40 4.6.10 Waste Transportation System ...... 41 4.6.11 Assessment of Existing vehicles as on the Date 31.08.2016 ...... 41 4.6.12 Summary of Collection and Transportation Infrastructure for the first year ...... 42 4.6.13 OPERATION & MAINTENANCE (O&M) COSTS FOR COLLECTION & TRANSPORTATION SYSTEM ...... 43 5.0 PROCESSING AND DISPOSAL OF MSW ...... 46
5.1 EVALUATION OF VARIOUS WASTE TREATMENT/PROCESSING TECHNOLOGIES ...... 46
5.2 PROPOSED WASTE PROCESSING TECHNOLOGIES FOR YELLANDU MUNICIPALITY ...... 49 5.2.1 Waste Segregation ...... 50 5.2.2 Vermi Composting Plant ...... 50 5.2.3 Recycling Centre ...... 50 5.2.4 Sanitary Landfill ...... 51 5.3 DESCRIPTION OF PROPOSED PROCESSING TECHNOLOGY ...... 51 5.3.1 Vermi-Composting ...... 51 5.4 PROCESS DESIGN FOR PROPOSED MSW COMPOSTING UNIT ...... 52 5.4.1 Waste receipt and storage ...... 52 5.4.2 Waste storage and pre-processing ...... 53 5.4.3 Windrow (Compost Pad) ...... 53 5.4.4 Vermi-Composting ...... 54 5.5 DESIGN OF VERMI-COMPOST PLANT INFRASTRUCTURE AND EQUIPMENT ...... 54 5.5.1 Receipt, Handling, and Pre-processing of MSW (Tipping Area) ...... 54 5.5.2 Area Requirements ...... 55 5.5.3 Vermi-composting ...... 55 5.5.4 Curing Shed ...... 57 5.4.5 Area provided for Refinement, packing and baggage area and finished product godown ...... 57 5.5.6 Water Supply and Sprinkling system ...... 57 5.5.7 Electric Power ...... 57 5.5.8 Green Belt and Garden Area ...... 57 5.5.9 Compost Rejects ...... 58 5.5.10 Sanitation Facilities ...... 58 5.5.11 Safety Equipment for Workers ...... 58 5.5.12 Mechanical Equipment for processing plant operations ...... 58 5.6 LEACHATE MANAGEMENT ...... 58
5.7 REGULATORY GUIDELINES ON COMPOST QUALITY ...... 59
5.8 COST ESTIMATE OF COMPOST PLANT ...... 60
5.9 OPERATION & MAINTENANCE (O&M) FOR VERMI COMPOST PLANT ...... 61
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6.0 CLUSTERISATION OF ULBS ...... 63
6.1 GUIDELINES FOR DEVELOPING REGIONAL PROCESSING & LANDFILL FACILITY ACTION PLAN FOR MANAGEMENT OF
MUNICIPAL SOLID WASTE ...... 64
6.2 SOLID WASTE MANAGEMENT RULES, 2016 ...... 65
6.3 EXAMPLES OF REGIONAL-CLUSTER FACILITY IN INDIA ...... 65 6.3.1 Regional Waste Management Strategy - Gujarat...... 65 6.3.2 Punjab MSW Project ...... 66 6.4 THE CONCEPT OF CLUSTERISATION IN ZONE-II ...... 67 6.4.1 Clusterisation of ULBs ...... 68 7.0 DESIGN OF SANITARY LANDFILL FACILITY ...... 72
8.0 COST OF THE PROPOSED SYSTEM ...... 75
8.1 CAPITAL COST OF THE PROPOSED SYSTEM ...... 75
8.2 OPERATION & MAINTENANCE COST (O&M) OF THE PROPOSED SYSTEM ...... 76
9.0 FINANCIAL FRAMEWORK ...... 77
9.1 OBJECTIVE OF SWACHH BHARAT MISSION ...... 77
9.2 MISSION COMPONENTS ...... 77
9.3 FUNDING PATTERN FOR THE PROJECT ...... 77
9.4 SOURCES OF FINANCE ...... 78 9.4.1 Financing capital cost of the scheme ...... 78 9.5 MUNICIPAL FINANCIAL STRENGTH ...... 78
9.6 OPERATION AND MAINTENANCE COST ...... 79
9.7 REVENUE STREAMS ...... 81
9.8 REVENUE GENERATION FROM HOUSEHOLDS ...... 81
9.9 REVENUE GENERATION FROM SALE OF COMPOST ...... 82
9.10 REVENUE FROM SALE OF RECYCLABLES ...... 82
9.11 SUMMARY OF TOTAL REVENUE ...... 83
9.12 CALCULATION OF TIPPING FEE ...... 84
10.0 INSTITUTIONAL FRAMEWORK ...... 85
10.1 ROLES AND RESPONSIBILITIES OF MAJOR INSTITUTION AS PER SBM ...... 86
10.2 INSTITUTIONAL STRENGTHENING ...... 87
10.3 MODELS OF ARRANGEMENT ...... 88
11.0 PUBLIC AWARENESS THROUGH INFORMATION, EDUCATION & COMMUNICATION AND CAPACITY BUILDING OF URBAN LOCAL BODIES FOR SUSTAINABLE MSW MANAGEMENT ...... 90
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11.1 OBJECTIVE ...... 90
11.2 PUBLIC PARTICIPATION AND AWARENESS THROUGH INFORMATION, EDUCATION AND COMMUNICATION PLAN ...... 91 11.2.1 Information ...... 91 11.2.2 Education ...... 92 11.2.3 Communication ...... 92 11.3 APPROACH OF IEC PLAN ...... 92
11.4 INFORMATION, EDUCATION AND COMMUNICATION STRATEGY ...... 93 11.4.1 Identification and Action ...... 93 11.4.2 Development of an IEC Plan ...... 95 11.4.3 Training and Capacity Building programmed ...... 99 11.4.4 Methodology for Conducting Training Program ...... 99 11.5 COMMUNICATION STRATEGY ...... 100 11.5.1 Door to Door Campaign ...... 101 11.5.2 Public Address Meeting ...... 101 11.5.3 Media Support ...... 101 11.5.4 Folk Programme ...... 101 11.5.5 Social Mobilization ...... 102 11.6 INCENTIVES AND DISINCENTIVES – MUNICIPALITY ...... 103
11.7 PHASING OF THE PROGRAMME ...... 104
12.0 ENVIRONMENT, HEALTH & SAFETY ASPECTS ...... 108
13.0 IMPLEMENTATION STRATEGY AND PLANNING ...... 117
13.1 IMPLEMENTATION STRATEGY FOR SOLID WASTE MANAGEMENT ...... 117
13.2 KEY STRATEGY AND ACTION PLAN ...... 119
13.3 LEADERSHIP DEVELOPMENT AND CHANGE MANAGEMENT...... 124
14.0 OTHER OPERATION AND MAINTENANCE ASPECTS ...... 127
14.1 PROPOSED MANAGEMENT SYSTEM ...... 127
14.2 MANAGEMENT INFORMATION SYSTEM (MIS) ...... 128 14.2.1 Data Collection for MIS ...... 129 14.2.2 Formats for Data Interpretation ...... 131 14.3 COMPLAINT HANDLING SYSTEM ...... 133 14.3.1 Essential Features of Complaint Handling System ...... 133 14.3.2 General Rules for Handling Complaints ...... 134 14.3.3 Complaint handling system ...... 134 14.3.4 Customer Care Centre/Control Room...... 134 14.3.5 Dedicated Phone Lines ...... 135 14.3.6 Workflow to track Status ...... 135
iv 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: Yellandu Town Profile ...... 9 Table 3: Census Population ...... 10 Table 4: Total Revenue of Yellandu Municipality for past five years ...... 12 Table 5: Sources of MSW Generation in Yellandu Town ...... 13 Table 6: Transportation Infrastructure in Yellandu town ...... 15 Table 7: Details of existing site ...... 16 Table 8: Sanitary Staff Strength ...... 17 Table 9: Expenditure on SWM in Yellandu Town ...... 17 Table 10: Service Level Benchmarks ...... 20 Table 11: Population projections ...... 25 Table 12: Waste projections with silt...... 26 Table 13: MSW generated from Commercial Establishments in Yellandu ...... 29 Table 14: Street Sweeping Waste in Yellandu ...... 29 Table 15: Waste generated from Drain silt ...... 30 Table 16: Total MSW generated in Yellandu ...... 30 Table 17: Physical characterization of MSW in Yellandu ...... 30 Table 18: Population Estimates, Waste Quantities and Waste Characterization (Design Year 2017) for Yellandu ...... 32 Table 19: Bins for segregation of waste ...... 34 Table 20: Plan and infrastructure required for management of street sweeping waste ...... 37 Table 21: Table showing year of purchase of existing vehicles and current status of working of vehicles in Yellandu Municipality...... 42 Table 22: Table showing year of remaining life span of vehicles ...... 42 Table 23: Summary of Annual O&M Cost for C& T waste of Yellandu ...... 43 Table 24: Annual Manpower cost ...... 43 Table 25: Annual O&M Cost for Infrastructure ...... 44 Table 26: Annual fuel Cost for Infrastructure of Collection and transportation ...... 44 Table 27: Annual cost of consumables...... 44 Table 28: Evaluation of waste treatment technologies ...... 47 Table 29: Waste Projections of the Yellandu Municipality on excluding silt ...... 49 Table 30: Cost estimate for compost plant ...... 60 Table 31: O&M cost of compost plant ...... 62 Table 32: Indicative Plans for Solid Waste Management ...... 64 Table 33: Existing Waste to Energy Plant in Telangana State ...... 69 Table 34: Details of the land fillable waste in Kothagudem Cluster ...... 72 Table 35: Tonnage of Share in Kothagudem Cluster ...... 73 Table 36: Phase-wise cost of Sanitary Landfill for 25 years ...... 73 Table 37: Operation and Maintenance cost for Sanitary Landfill ...... 73 Table 38: Breakup of the Capital Cost of the Proposed Scheme ...... 75 Table 39: Breakup of the O&M Cost of the Proposed Scheme ...... 76 Table 40: Total Revenue of Yellandu Municipal Corporation for past five years ...... 79 Table 41: O&M Cost for the C&T System for Yellandu Municipality ...... 80
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Table 42: O&M Cost for the Processing Facility at Yellandu Municipality ...... 80 Table 43: O&M Cost for Regional Sanitary Landfill at Yellandu Municipality ...... 80 Table 44: Summary of O&M Cost for Yellandu Municipality ...... 81 Table 45: Revenue Generation from the User Charges to be paid by Households in Yellandu ...... 81 Table 46: Revenue Generation from Commercial Establishments in Yellandu Municipality ...... 82 Table 47: Revenue from Sale of Compost for Yellandu Municipality ...... 82 Table 48: Revenue Generation from Sale of Recyclable Waste in Yellandu Municipality ...... 83 Table 49: Summary of Total Revenue Generation in Yellandu Municipality ...... 83 Table 50: Cash Flow and Tipping Fee of the Project excluding Street Sweeping Component for Yellandu Municipality ...... 84 Table 51: Roles and Responsibilities of Major Institutions as per SBM ...... 86 Table 52: Action Plan for target groups ...... 94 Table 53: Communication Objective for each target group ...... 96 Table 54: Awareness and capacity buildings schedule and estimated activities costing for a year ...... 106 Table 55: The detailed Environment Management plan of project has been discussed in the following table: ...... 110
vi 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: Dumper bins ...... 14 Figure 5: Infrastructure Vehicles ...... 15 Figure 6: Existing Dumping Site ...... 16 Figure 7: Wheelbarrow for Collecting Street Sweeping Waste ...... 38 Figure 8: Process Design for Vermi-compost Plant ...... 53 Figure 9: Advantages of Regional Landfill Facility ...... 63 Figure 10: Clusterisation of ULBs in Punjab ...... 65 Figure 11: Functioning of Regional Cluster Facility ...... 66 Figure 12: ULBs under Zone-II of Telangana State ...... 67 Figure 13: ULBs in Zone-II ...... 69 Figure 14: Institutional Setup for Municipal Solid Waste Management ...... 85 Figure 15: Models of Arrangement ...... 88 Figure 16: Solid Waste Management Activities ...... 89 Figure 17: Objectives of IEC activities ...... 91 Figure 18: Awareness programmed at School on SWM ...... 92 Figure 19: Creating awareness on SWM among women ...... 92 Figure 20: IEC Strategy ...... 93 Figure 21: Target Groups in Solid Waste Management ...... 94 Figure 22: Public Awareness through IEC Plan ...... 100 Figure 23: Public meeting and distribution of color coded bins ...... 101 Figure 24: Public meeting with school Kids ...... 101 Figure 25: Social Mobilization through IEC ...... 102 Figure 26: Incentives & Disincentives for promoting SWM ...... 103 Figure 27: Phasing of IEC Plan ...... 104 Figure 28: Flowchart for Environment Management Plan ...... 109 Figure 29: Strategic Planning Process ...... 117 Figure 30: Instruments of Implementation Strategy ...... 118 Figure 31: Change Management Process ...... 125 Figure 32: Proposed Management Structure for Solid Waste Management System ...... 127 Figure 33: General MIS Architecture ...... 128 Figure 34: Conversion of Data to Information ...... 131 Figure 35: MIS-GIS System ...... 132
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List of Drawings
Tittle of Drawing Drawing No.
Topographical Survey/Contour Map T.S/ZONE-2/Yellandu Town-00
Details of Layout Plan T.S/ZONE-2/Yellandu Town -01
LIST OF ANNEXURE
1 Sample Questionnaire
2 Population and waste Projections of Yellandu
3 Waste Projections of Yellandu
4 Quotation for Proposed Infrastructure
5 Vendor contact list
6 Notification- MSW Rules 2016
7 Estimates
ii Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Abbreviations
GoTS Government of Telangana State
SBM Swaach 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
i Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) 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
ii Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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
1 1 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) 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, Sattupalli
8 Bhadradri (Kothagudem) Kothagudem,Palwancha, Manuguru, Yellandu
9 Mahabubabad Mahabubabad
10 Mancherial Bellampally,Mandamarri,Mancherial
11 Nirmal Nirmal, Bhainsa
12 Peddapalli Ramagundam, Peddapalli
13 Rajanna (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
2 2 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 Yellandu 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 Yellandu 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 parameters in consultation with TUFIDC.
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 2.0 SOCIO ECONOMIC TOWN PROFILE
This chapter elaborates on the overall overview & profile of Yellandu 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 Yellandu is a town and Grade III municipality established in the year 1986. The area under yellandu municipality is a coal mining area. The Singareni Collieries Private limited is the company doing the mining activity in the area. The entire land belongs to government and the same was under Singareni lease. Table 2: Yellandu Town Profile Population (Census 2011) 34892 Area(In Sq. Kms) 10.09 No. of Households (Census 2011) 8831 No. of Wards 24 Length of Roads(km) 73.95 Length of Drains(km) 48
Source: Yellandu Municipality 2.2 Climate Yellandu has a tropical climate. The summers have more rainfall than winters. The average annual rainfall in Yellandu 1099 mm. The driest month of the town is January in which it receives just 2mm of the rainfall whereas the highest amount of precipitation occurs in July with an average of 317mm. The month of May is considered to be the warmest month of the year in Yellandu and December is the coldest month of the year in town. The average temperature of May is 33.9 °C whereas average temperature of December is 22.7 °C. The temperature varies throughout the year by 11.2 °C. Figure 2: Temperature Graph
9 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Source: Climate-data.org
2.3 Population
As per 2011 census, population of Yellandu has reached 34892. The table below examines the population variation in the town over the five 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 -18 % 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 1971 16767
2 1981 27292 62.8
3 1991 38675 41.7
4 2001 42421 9.7
5 2011 34892 -17.7
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
Yellandu is one of the important ex-town municipalities. The Yellandu town is connected with both train and bus routes. Originally the town was formed to due to Singareni coal mines and now the improvement of the town is dependent upon the developmental activities of Singareni Collieries. Total length of road in the town is 73.95 km (concrete road- 48 km, BT road- 10 km, WBM road – 10 km, Kutcha road- 5.95 km) and total length of drains in the town is 48 km (Pucca Drains – 36 & Kutcha Drains – 12) . The distance between Yellandu town and the capital of the state – Hyderabad is 241.2 km. Water Supply System The status report on municipal water supply indicates that water supply at present is 2.55 million litres per day. Per capita availability of water supply is stated to be 58.22 LPCD. There are 4795 house service connections and 69 hand bores in the town. In addition to this, there are a total of 5806 tap connections. Total length of distribution network is 40 kms
Economy
Yellandu is the first town where Singareni Collieries started its mining activity in the state. It goes back to British times and some of the mines are abandoned now. The town makes its revenue from coal mining, agriculture activities and educational services Tourism
The town is an important center for pilgrims as there are some significant temples, churches and mosques visited by people of the state
2.4.2 Social Infrastructure
Educational Activities
The town has some well renowned institutes such as Sree Kavitha Engineering College; Priyadarshini engineering college etc. students from nearby villages come and get education on technical subjects from these institutes
Health Facilities
11 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Yellandu has 1 government and 4 private hospitals in the town. Raus hospital, Raja Rao and Prsanth are some of the popular ones in the region. They are providing adequate amount of health care facilities to the people of the area.
2.5 Financial Status of Yellandu Municipality The review of Yellandu 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 Yellandu Municipality for past five years Total Revenue Amount in Rupees lakhs Sr. No. Revenue of the Municipality for last 5 Total Revenue Total Expenditure years 1 2014-2015 747.37 479.12 2 2013-2014 476.06 297.49 3 2012-2013 365.94 167.91 4 2011-2012 421.81 144.69 5 2010-2011 348.96 128.75
12 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 3.0 STATUS OF EXISTING MUNICIPAL SOLID WASTE MANAGEMENT SYSTEM
This chapter discusses the existing SWM practices prevalent in Yellandu 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 Yellandu 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 Yellandu estimated by ULB in the current year is around 17 TPD with 0.428 kg per capita per day. Table 5: Sources of MSW Generation in Yellandu Town Population (census 2011) 34892 Area (in Sq. km) 10.09 No. of Households (census 2011) 8831 No. of Wards 24 Total road length 73.95 km Total drain length 48.00 km Source: Yellandu Municipality. 3.1 Present SWM Scenario 3.1.1 Segregation There is no practice followed for segregation of MSW at source in to biodegradable (wet) and non- biodegradable (dry) waste in the town. However, rag-pickers do the segregation & pick recyclables like polythene; plastics etc. at the existing dumping site and sell to private agencies.
3.1.2 Primary collection of waste There is 80 per cent door to door waste collection in Yellandu municipality. The waste is being collected by sanitary workers on alternate days from each household, thus effectively covering the complete ward in 2 days. The process of door to door collection is done through 60 Pushcarts, 7 tractors and 4 autos. Sanitation activities start in the morning at 5.00 a.m. and end at 11.00 a.m. and in the afternoon from 2.00 p.m. to 5.00 p.m. 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 ½ ton) in morning hours.
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
3.1.3 Street Sweeping:
Street sweeping is done on daily basis for main roads as well as internal roads between morning 5 am-10 am and evening 2 pm-5pm. Sweepers, who are mainly female workers, are provided with jharoo (brooms). They collect the waste on road sides and dump it either in dumper placer bins or common open points from where it is picked up by autos and tractors.
3.1.4 Silt from drains:
There are mostly open drains where waste generated from various sources is disposed off. Out of total drains, drains of internal roads are cleaned once in two days while drains of main roads are cleaned once in a week. Cleaning is most of the times done by male workers only.
The collected waste on road sides is then transferred by the autos and tractors of municipality.
3.1.5 Secondary Collection & Transportation
There are 12 dumper placer bins (capacity of each bin is 1 Ton approximate) placed in 5 wards (Ward no. 19, 16, 8, 4, 19) which receive waste from households & commercial areas by means of tricycles. There is one twin bin dumper placer (DP) vehicle to carry out these bins available with municipality when they become full of garbage and transport the same to final dumping site by making 3-4 trips in day. Presently, 8 dumper bins are damaged and need repair or replacement. Only 4 dumper placer bins are actually being used in the market Figure 4: Dumper bins area. Apart from the dumper placer bins, there are few open dumping points in the town where the waste is disposed off. Open dumping points are located in ward no. 5 (near new bus stand), ward no 6 (old bus stand), ward no. 11 (jagdamba centre), ward no 12 (Govt. hospital) and ward no 24 (DSP office). The autos and tractors are used for pickup of waste from these open dumping points
3.1.6 MSW Transportation System
This section describes the workshop for maintenance of transportation vehicles, the transportation equipment available within the Yellandu 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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
The detail of distribution of secondary collection infrastructure is tabulated below:
Table 6: Transportation Infrastructure in Yellandu town S.No Type of Vehicle Numbers Capacity Year Of Purchase
1 Tractor 4 3 ton 2004 and 2007
2 Tricycles 2 50-60 kg 2007
3 Autos 2 - 2009
4 Dumper placer 1 - -
Source: Data Received from Yellandu Municipality Assessments of the existing vehicles and their life span is presented in detail in chapter 4.
Figure 5: Infrastructure Vehicles Routing of Vehicles There is a 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 makes 3 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 the Manager. 3.1.7 Waste Processing and Disposal Mechanism Dry Waste: The recyclable wastes are segregated manually by kabadiwalas. The kabadiwalas purchase recyclable waste from residential and commercial establishments. However, these recyclables are not segregated to the maximum extent, thereby allowing them to be a part of the landfill waste. Biodegradable Waste: The bio-degradable waste is not segregated either at the primary collection points, open collection points, or dumping sites. Most of the bio-degradable waste was found to be eaten by animals at the open dumping sites. However the user fee is being charged on waste generated from chicken shops
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II and hotels. Chicken shops pay rs 200/year /shop whereas big hotels pay rs 1000/year/hotel. Small hotels only pay rs 500/year/hotel. Non-biodegradable Waste: 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 on Mahabubabad road. The land is approximately 5 acres and there is no scientific disposal method being followed on it after discarding of MSW. 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
Figure 6: Existing Dumping Site Table 7: Details of existing site S.No. Task Description 1 Extent (acres) 5.00 2 Sy.No & Location 627/1 on Mahabubabad road 3 Distance (Kms) 2 4 Ownership by Municipality Yes 5 No. of Sheds 1 6 Water Facility (Yes/No) No 7 Power (Yes/no) No 9 Water facility Yes/No No 10 Compound Wall (Yes/no) No 11 Pulveriser (Yes/No) No
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
3.1.8 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 8: Sanitary Staff Strength Type of staff Permanent Contract Sanitary Inspectors 0 0 Sanitary Supervisor 0 0 Sanitary Jawans/Maestry 0 0 Workers 44 111 3.1.9 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 9: Expenditure on SWM in Yellandu Town Financial Year (FY) 2014-15 (In Lakhs per month) Contractual Sanitary Workers 31.0 Cost of fuel 4.80 Cost of replacement equipment - Cost of repair & maintenance of equipment 2.50 Miscellaneous Cost on Sanitation Activities 6.00 Total 44.3
3.1.10 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 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 The waste generators in Yellandu do not segregate
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
the waste prior to disposal. The Project team identified that these generators (households, restaurants, shops, etc.) dump mixed waste into drains, common points and secondary collection points which finally reaches to dumping yard 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 about 80% door to door collection system of Waste covering complete wards in 2 days. The waste collected from various sources is mixed waste including road sweepings and drain sludge, which reaches the dump site. Waste 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, 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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 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 Dumper Placer Bin & unhygienic conditions 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 required in the towns where disposal sites are Transfer more than 15 kms away from the collection area Station 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 and tractors. The Project team 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)
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 Waste without segregation or preprocessing. There is no engineered sanitary landfill site for safe disposal of solid waste Proposed System:
According internationally accepted norms, Unscientific Disposal of Waste biodegradable waste shall be processed and converted into compost; recyclables shall be e
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
3.1.11 Service Level benchmarks Table 10: Service Level Benchmarks
Indicator Rationale Formula and calculation Value SLB (%) Standard (%)
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Household Door-step level collection is an (Total number of households 80 100 level essential and critical starting coverage of and establishments with point in the entire chain of solid waste daily doorstep collection/ management scientific solid waste Total number of households services management services. Having Formula and establishments in the waste free clean roads and drains, scientific treatment of service area)X 100 waste so as to maximise 8150/10188*100 treatment, recycling, and
disposal, can all be achieved in on a sustainable manner only if door-to-door collection of waste is sustained. Calculati
Collection Collection efficiency should (Total quantum of waste that 100 100 Efficiency measure waste collected in is collected by the ULB or normal course by the SWM authorized service systems. Typically the providers/Total waste that is uncollected waste tends to
Formula 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 17/17*100 putrefies and degrades. Therefore, collection efficiency is a key performance indicator.
Calculation
Extent of Segregation of waste is a critical (Quantum of waste that is 0 100 Segregation requirement for sustainable segregated/Total quantum of waste solid waste management of waste that is collected by systems. Segregations enables the ULB or authorized service recycling, reuse, treatment and
Formula scientific disposal of the providers)X 100 different components of waste. Segregation of waste should 0/17*100 ideally be at source, and should then also be transported in a segregated manner up to the point of treatment and /or disposal. If waste is received at these points in a segregated
manner, it can be safely Calculation assumed, that it has been segregated at source and transported so; while the
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 0% 80 recovery of reuse should be carried out processed or recycled/Total waste without creating any health and quantum of waste that is collected environmental hazards, the collected by the ULB or total quantum of waste Formula authorized service recovered is in itself a key performance parameter. providers)X 100 Therefore, measurement of this 0.5/17*100 indicator is critical. The benchmark value for this indicator will depend on the
amount of inert matter comprised in the waste collected by the ULB. Waste
composition is typically unique Calculation 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 disposal of are designed, built, operated month/Total waste disposed waste in and maintained as standards landfill sites laid down in prevailing laws and Formula in all landfills every month)X manuals of nodal agencies. This 100 includes collection and 0/17*100 treatment of leachate at the landfill site. Extent of compliance should be seen
against total quantum of Waste that is disposed in landfills. This is a critical performance parameter from an Calculation environmental sustainability perspective.
Extent of The costs related to SWM may (Total annual operating 0 100 Cost be recovered through a revenues /Total annual Recovery combination of taxes and user
Formula
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II for the ULB charges. In case of SWM, there operating expenses) X 100 in SWM is potential to supplement user charges with revenues that can services be gained from recycling, reuse and conversion of waste to Not available
either compost or fuel or directly to energy. Therefore, it is critical for measuring overall cost recovery. Calculation
Efficiency in Many ULBs / utilities have put (Total number of complaints 98 80 redressal of in place systems to capture
redressed within the 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 Formula satisfactorily resolving those received per month)X 100 complaints in a timely manner.
As SWM is an essential service,
the benchmark time for redressal is24 hours or the next working day. It is therefore
important to monitor this Calculation 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 of SWM enables cost recovery operating revenues billed charges objectives, but also efficient
Formula 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 financial year, without allowing for dues to get accumulated as
arrears. It is Therefore critical Calculation to monitor this indicator.
Source: SLB Report and site study
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 4.0 INFRASTRUCTURE REQUIREMENT FOR COLLECTION AND TRANSPORTATION SYSTEM
4.1 INTRODUCTION The plan for primary & secondary waste collection and transportation system for Yellandu 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 Yellandu
4.1.1 Population Projections
The population projections considered in the CPHEEO Manual have been made after studying the population growth trend from 1971 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 Yellandu 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
24 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 11: Population projections Year Arithmetic method Incremental Geometric State Urban Average method method Average Population 2021 38517 34004 23051 43303 25551
2031 42142 28602 15229 51713 8816
2041 45767 18686 10061 60124 -14168
2045 47217 13456 8523 63488 -25111
State Urban Average Method has been adopted as this method is appropriate for the town like Yellandu which is showing reduced growth pattern in 2011 due to the mining activities which has led to the larger displacement of population. As town is a coal mining area and has huge coal reserves in the region which will 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:
25 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 Yellandu including total waste generation. Assumption for per capita increase is taken 1.3 grams per annum as per MoUD guidelines Table 12: 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 38256 156.22 16.37 0.4280 5976
2020 42461 166.64 19.39 0.4566 7076
2025 46667 177.76 22.73 0.4870 8295
2030 50872 189.62 26.43 0.5195 9646
2035 55077 202.27 30.52 0.5542 11140
2040 59283 215.76 35.04 0.5911 12791
2045 63488 230.15 40.03 0.6306 14612
4.2 Methodology for primary garbage survey for physical characterization
26 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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: 40 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 23 2 Hotels/Lodges 2 3 Restaurants/Dhaba/Roadside eateries 1 4 Schools 2 5 Colleges 2 6 Offices 2 7 Chicken centres/Meat shops 2 8 Slaughter House 1 9 Hospital/Nursing Homes 2 10 Fish market 1 11 Vegetable/Fruit Market 1 12 Celebration House (Banquet) 1
Waste quantification: The survey has been done for 1 day for all the commercial establishments. The waste quantification have been done through structured questionnaires.
27 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 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 296.06 gms/percapita/day in the town areas. It is estimated for the population projection that around 12 MT of house hold waste generation in Yellandu for the projected population of 38256 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.)
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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 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 13: MSW generated from Commercial Establishments in Yellandu Establishments No. of Units Average Waste Total Waste Generation Generated Factor in Kg (TPD) Commercial Shops 600 0.9 0.54 Hotels/Lodges 40 15 0.60 Restaurants/Dhaba/Roadside eateries 4 8 0.03 Institutions 12 6 0.07 Offices 15 9 0.14 Slaughter House 1 450 0.45 Fish/chicken market 1 100 0.10 Hospital/Nursing Homes/Diagnostics 20 12 0.24 Wholesale Veg/Fruit Market 2 300 0.60 Celebration House (Banquet) 5 40 0.20 TOTAL 2.97 Total commercial waste generation is estimated approximately 3 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 14 kg/km/day. For the total 73.95 km of road, it is estimated that 1.04 TPD of street sweeping waste is generated. Table 14: Street Sweeping Waste in Yellandu Category Length Unit Waste generation Total waste generation factor in kg (TPD) Street Sweeping Waste 73.95 kg/km/day 14 1.4
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
29 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II off on the dumping ground or open land on the outskirts of the town. A major portion of sanitary 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 15: Waste generated from Drain silt Category Length Unit Waste generation Total waste factor in kg generation (TPD) Silt from small 48 Kg/km/day 22 1.06 Drains
Table 16: Total MSW generated in Yellandu S. No. Source Quantity (TPD) 1 Households 11.33 2 Commercial Establishments 2.97 3 Street Sweeping 1.04 4 Drains 1.06 TOTAL 16.5
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 17: Physical characterization of MSW in Yellandu Waste Characteristics Percentage (%) Bio-degradable 51.6% Recyclable 19.1% Combustible 14.3%
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Inert Waste 15.0% 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 Yellandu 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 18: Population Estimates, Waste Quantities and Waste Characterization (Design Year 2017) for Yellandu Year of Design 2017 Design Population 39938 Quantity Waste Composition Waste Characterization (%) (MT/day) Bio-degradable 51.6% 8.48 Recyclable 19.1% 3.13 Combustible 14.3% 2.36 Inert waste 15.0% 2.47 Total Waste 100% 16.43 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 8831 (Census 2011) households in Yellandu 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.
32 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 Yellandu 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.
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.
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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 19: Bins for segregation of waste Years 2017 Population 39938 No. of House holds 10188 Quantity of house hold bins required 20376
4.6.2 Segregation at vegetable / fruit markets and slaughter houses
There are 1 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 0.1 to 1 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. 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
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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. 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 Yellandu, around 12 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.
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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 Yellandu 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. 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) Yellandu 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
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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 20: Plan and infrastructure required for management of street sweeping waste Particulars Quantity Unit Street sweeping waste 1 MT/ day Density of street sweeping (assumed) 1 MT/ m3 1 m3 Volume of Waste 1000 L Length of roads 74 Km Length of roads having divider 10 % Total length of road to be cleaned 81.4 Km 5 % of road length to be cleaned daily 4.07 KM 15% of road length to be cleaned on alternate days 12.21 KM 80% of road length to be cleaned twice weekly 65.12 KM Total length of the roads to be cleaned everyday 29 Km No of workers (per day, assuming that one street sweeper can 58 No sweep only 500 m length of road) Capacity of containerized wheelbarrows 250 L No of wheelbarrows(one WB for two sweeper) 29 No No of wheelbarrows (with 5% backup) 30 No No of safai karmcharies (including holiday of 14% per year) 66 No No of brooms 58 No No of shovels 58 No Gloves set 58 No Boots set 58 No Safety mask 58 No 2 sets of Uniform 116 No
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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 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 = 58X1.14 = 66. 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.
Figure 7: Wheelbarrow for Collecting Street Sweeping Waste
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.
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 desiliting of drains is around 1 Tons. . Based on the time required for desilting, drying it is proposed to keep one tractor with trailer exclusively for lifting
38 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
silt. 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. 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 presented below Tricycles requirement 2017 Population 39938 No. of House holds 10188 50% Coverage of households by Pushcarts 5094 Tri-Cycle for every 250HH 20 Stand by @10% 2 Total no of Tricycles required 22 Total no of Tricycles required 24 Existing no. of Tricycles with ULB 24 Tricycles in repair or to be replaced 15 Net existing no. of tricycles with ULB 9 Net requirement of tricycles 15 B. Auto Tippers As discussed above 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) for coverage of 55% of households in Yellandu. 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 Yellandu Municipality area it is required to deploy 2 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 presented below
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Auto Tippers 2017 Population 39938 No. of House holds 10188 20% Coverage of households by Auto tippers 2038 Coverage of auto in 750 HH 3 Stand by @10% 0 Total no of Autos required 3 Existing no. of Autos with ULB 2 Autos in repair or to be replaced 2 Net existing no. of autos with ULB 0 Net requirement of autos 3 B. Tractor Trailer. There are 4 (1 not in working condition) No. of existing tractor trailers. To utilize efficiently the existing tractors it is propose to cover 30% 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, 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 39938 No. of House holds 10188 30% Coverage of households by Tractors 3056 Coverage of auto in 2000 HH in two trips 3 Stand by @10% 0 Total no of Tractor Trailer required 3 Existing no. of tractors with ULB 4 Tractors in repair or to be replaced 1 Net existing no. of Tractors with ULB 3 Net requirement of tractors 0 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
40 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 2 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 30 places including schools, parks and busy commercial area where this twin bins are required. Hence 30 litter bins are proposed.
S. No. Particulars Nos. Capacity 1 Secondary collection bins (3.5 Cum) 2 3.5 cum 2 Litter bins 35 100 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 tippers and 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.
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Table 21: Table showing year of purchase of existing vehicles and current status of working of vehicles in Yellandu Municipality Vehicles Year of Purchase Total Under Net 2007 2008 2009 2010 2011 2012 2013 2014 2015 repair existing vehicles Tricycles ⁻ ⁻ ⁻ ⁻ ⁻ ⁻ ⁻ ⁻ 0 0 0 Autos 2 2 - ⁻ ⁻ ⁻ ⁻ 2 0 2 Tractors 0 4 0 - ⁻ ⁻ ⁻ ⁻ 4 1 3 Compactors ⁻ ⁻ ⁻ ⁻ - ⁻ ⁻ - - 0 0 0 Tippers - ⁻ - ⁻ ⁻ ⁻ 0 0 0 Dumper ⁻ ⁻ - ⁻ ⁻ ⁻ 0 0 0 trucks Dumper placer Table 22: Table showing year of remaining life span of vehicles Vehicles Remaining life span of vehicles 2016 2017 2018 2019 2020 2021 2022 Tricycles 0 0 0 0 0 0 0 Autos 2 2 2 2 2 2 2 Tractors 3 3 3 3 3 3 3 Compactors 0 0 0 0 0 0 0 Tippers 0 0 0 0 0 0 0 Dumper 0 0 0 0 0 0 0 trucks Dumper placer 4.6.12 Summary of Collection and Transportation Infrastructure for the first year Total outlay for Collection and Transportation infrastructure proposed for Yellandu is summarized in table below: S. No. Particulars Capacity Unit Unit Cost Nos. Total (in INR) Cost (In INR) INFRASTRUTURE FOR PRIMARY COLLECTION AND TRANSPORTATION 1 Two Bins and bag for Households 10 Litre 150 10188 1528200 2 Wheel barrows 150 litre 8750 30 262500 3 Tricycle with 6 bins 240 litre 21500 15 322500 4 1.8 cum ACE Hopper Tipper BS4 1.8 Cum 510000 3 1530000 5 Tractor Trailer (D2D) 3 Cum 850000 0 0
6 Deposition Centre for Domestic 9 sqm 17329 1 155961 Hazardous Waste
Total 3799161 SECONDARY STORAGE
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1 Secondary Collection bins (3.5 Cum) 3.5 cum 35000 2 70000 2 Litter bins with MS frame 100 Litre 4879 35 170765 TOTAL 240765 Other Infrastructure 1 Backhoe loader with loader bucket 1 2000000 1 2000000 cum 2 Consumables cost for first year 1014300
TOTAL 3014300 GRAND TOTAL IN INR 7054226 GRAND TOTAL in INR lakhs 70 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 23: Summary of Annual O&M Cost for C& T waste of Yellandu Particular Cost Manpower for Collection & Transportation 12531600 Sanitary staff 240000 O&M Cost for Infrastructure 267590 Diesel Cost 1067625 cost of consumables 1014300 Total 15121115 Table 24: Annual Manpower cost Manpower Required for Basis Nos. Annual Salary Total Cost Primary Collection Collection from Households 1 helper per tricycle 22 111600 2455200 Collection from Commercial Areas 1 Driver + 1 Helper per 3 111600 334800 (Autos) Auto-tipper 3 172800 518400 1 sweeper per 500 m Collection of Street Sweeping Waste 66 111600 7365600 of road swept Drivers for Tractors for drain 1 Driver per Tractor 3 172800 518400 Cleaning Helpers for Tractors for drain Cleaning, D2D and street sweeping 4 Helper per Tractor 12 111600 1339200 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
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Total 109 12531600 Sanitary Staff Sanitary Inspector 1 per 50000 population 0 360000 0 Sanitary Sub-Inspector 1 per 25000 population 1 240000 240000 Total 240000 Grand Total for C& T 12771600
Total Manpower Requirement Proposed System(2017) Sanitation Workers –109 Administrative Staff – Sanitary Inspector (0) Sanitary Supervisors (0) Existing System Sanitation Workers –155 Administrative Staff – Sanitary Inspector (0) Sanitary Jawans (1) Table 25: Annual O&M Cost for Infrastructure . Operation and Maintenance Cost Vehicles (5% of the total vehicle Cost) 246500 RC Bins (2% of the total Cost) 21090 Total Cost 267590
Table 26: 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 annum by 1 vehicle vehicle Auto-tippers 3 30 2 12 5 355875 Tractor 3 30 2 6 10 711750 Total Cost of 15 1067625 Diesel Table 27: 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 66 43 1 2 50 5600 Shoes 66 43 1 2 300 33600 Cap 66 43 1 2 50 5600 Dust Pan 200 0 Uniform (two times 132 86 2 4 500 112000 in a year) Safety masks(four 264 86 8 50 17900 times in a year) Broom (four times in a 264 100 26400 year)
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Shovels (one time in a 66 200 13200 year) Spade (one time in a 1000 300 300000 year) Conservancy 500000 Total 1014300
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5.0 PROCESSING AND DISPOSAL OF MSW
This chapter discusses the thermo-chemical, mechanical and biological treatment of MSW generated in the Yellandu 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
46 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Table 28: 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, should be monitored through serious concerns of RDF electrical power consumption are required for the working of RDF Plants only become feeders 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 fuels in a variety of industrial low 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
5.2 Proposed Waste Processing Technologies for Yellandu 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 Yellandu is 17.00 TPD (without silt), out of which the wet (bio-degradable) waste is 8.77 TPD (52%), dry waste is 3.25 TPD (19%), combustible waste is 2.43 TPD (14%) and inert waste is 2.55 TPD (15%) 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 19.38 TPD, out of which the wet (bio-degradable) waste will be 10.00 TPD, dry waste will be 3.70 TPD, combustible waste is 2.77 TPD and Inert waste will be 2.91 TPD. Table 29: Waste Projections of the Yellandu Municipality on excluding silt S. No. Year Waste Compostable Recyclables Combustibles Inert projected 1 2015 2.93 2.19 2.30 15.34 7.92 2 2016 15.88 8.20 3.03 2.27 2.38 3 2017 16.43 8.48 3.14 2.35 2.47 4 2018 17.00 8.77 3.25 2.43 2.55 5 2019 17.57 9.07 3.36 2.51 2.64 6 2020 18.16 9.37 3.47 2.60 2.72 7 2021 18.76 9.68 3.58 2.68 2.81 8 2022 (Design Year) 19.38 10.00 3.70 2.77 2.91 9 2023 20.00 10.32 3.82 2.86 3.00 10 2024 20.64 10.65 3.94 2.95 3.10 11 2025 21.29 10.99 4.07 3.04 3.19 12 2026 21.96 11.33 4.19 3.14 3.29 13 2027 22.64 11.68 4.32 3.24 3.40 14 2028 23.33 12.04 4.46 3.34 3.50 15 2029 24.04 12.40 4.59 3.44 3.61 16 2030 24.76 12.78 4.73 3.54 3.71 17 2031 25.50 13.16 4.87 3.65 3.82 18 2032 26.25 13.54 5.01 3.75 3.94 19 2033 27.02 13.94 5.16 3.86 4.05 20 2034 27.80 14.34 5.31 3.98 4.17 21 2035 28.60 14.76 5.46 4.09 4.29 22 2036 29.41 15.18 5.62 4.21 4.41 23 2037 30.24 15.60 5.78 4.32 4.54 24 2038 31.09 16.04 5.94 4.45 4.66 25 2039 31.95 16.49 6.10 4.57 4.79 26 2040 32.83 16.94 6.27 4.70 4.92 27 2041 33.73 17.41 6.44 4.82 5.06 28 2042 34.65 17.88 6.62 4.95 5.20
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
29 2043 35.58 18.36 6.80 5.09 5.34 30 2044 36.54 18.85 6.98 5.22 5.48 31 2045 37.51 19.35 7.16 5.36 5.63 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 (19 TPD) TPD) ing
Biodegradable Recyclable Combustibles Inert (10 TPD) (3.7 TPD) (2.8 TPD) (2.9 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 Plant Bio-degradable component of MSW would be converted into compost / soil conditioner using vermicomposting technology. The compost plant of 16 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. A dry waste recycling center is proposed for processing of dry waste. The capacity of the plant can be augmented as per the requirements. For cost optimization Dry waste recycling center is proposed at the processing site. No Bailing machine is proposed since the dry waste tonnage is less than 5 TPD
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
5.2.4 Sanitary Landfill The inert waste of the Palwancha, Yellandu, Manuguru & Kothagudem and rejects from compost plant would be landfilled in sanitary manner. The area available for landfilling is sufficient up to 2042. The detailed cost estimates have been done for 25 years. The detail of landfill is given in Chapter 7. 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/ MANUGURU 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 screening and segregation before it is dispatched for sale. Process results in considerable reduction in volume and mass of the feed stock (garbage). Basis of Vermi-Compost Plant Design 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
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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 waste and 0.60 T/m3 is assumed for the vermi-compost (within the range 0.6-0.9 T/m3).
5.4 Process Design for Proposed MSW Composting Unit 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
5.4.1 Waste receipt and storage
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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.
5.4.2 Waste storage and pre-processing
The segregated waste is taken to the pre-processing area, where it is further segregated and chopped in a high-speed shredder to reduce it to uniform size. The size reduction helps in faster decomposition of the organic waste.
Figure 8: Process Design for Vermi-compost Plant 5.4.3 Windrow (Compost Pad)
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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 three weeks to generate partially composted waste.
5.4.4 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
5.5 Design of Vermi-compost Plant Infrastructure and Equipment
The proposed Vermi-compost Plant will have a design capacity of 16 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. Details of the waste processing units are referred to as Item () in this drawing:
5.5.1 Receipt, Handling, and Pre-processing of MSW (Tipping Area)
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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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. 5.5.2 Area Requirements
Tipping Shed 2022 Design Year Total MSW 20 MT/day Density of MSW 0.4 MT/cum Volume 50.0 cum Retention Time (3 days) 150 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 11 m Volume of one wind row 82.5 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) 15 area required 120 sq. m 20% excess provided for walkway and movement 144 Area provided 150 Sq. m Area required for receiving of MSW (15 m x 10 m) = 150 sq. m
Area required for temporary storage (5 m x 5 m) = 25 sq. m
Total area required for receipt, handling, and pre-processing = 175 sq. m
5.5.3 Vermi-composting
1. The composting of bio-degradable portion of MSW will be done by the proven windrow technology for partial decomposition of the organic waste and then by the vermi- composting technique for complete conversion of waste into compost. The windrows will be aerated through once a day and will be turned and mixed once a week. The moisture content will be maintained by manual sprinkling on a daily basis. In addition, a temporary
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
black PVC cover will be provided on these windrows to prevent odor and flies.
2. The windrows will consist of trapezoidal heaps of waste (3 m base and 1.5 m height) arranged in multiple rows. Sufficient space of 3 m will be provided between each windrow for windrow maintenance activities.
3. RCC flooring will be provided for the entire composting area with a drainage slope of 1:200.
4. Saucer drains will be provided on the floor of the windrow area for draining of leachates. The leachate will be collected in a 5000-litre capacity leachate collection sump with a facility to recycle the leachate. The leachate collection sump shall be constructed of an RCC structure below the ground level. The sump will have an epoxy coating on the inside wall and bitumen coating on the outside.
5. The windrows will be in exposed to atmosphere under controlled conditions of temperature and moisture. The organic waste will then be transported to the vermi-beds and left for earthworm activity for one month. Windrow Arrangement and Area Requirements
Bulk density 0.6 MT/cum Daily waste to be kept in Windrow 11 MT Retention time 16 days Volume of the Waste 18 cum Volume of the Waste 293 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 2.7 nos Say 3 nos Base of the heap(including 0.5 m space on both sides) 4 m total width required 12 m Total length required (including 1m space) 25 Area required 300 Sqm 20% excess provided for walkway and movement 360 m 20% for monsoon shed 72 Sq. m Vermi-bed Arrangement and Area Requirements:
No. of vermi-beds = 28 Shape of vermi-beds = rectangular Width of the bed = 1.5 m Height of the bed = 1.15 m
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 = 1 m Area taken for vermi-composting =565 sq. m
5.5.4 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
Area of curing shed (10 m x 10 m) = 100 sq. m
5.4.5 Area provided for Refinement, 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 provided for Refinement, packing and baggage area and finished product godown is 100 Sqm.
Total area of Vermicomposting shed including curing baggage and finished product godown is 770 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.
5.5.6 Water Supply and Sprinkling system
One RCC water reservoir of 9,000 lts capacity and of 9.0 m staging will be constructed near the platform with provision of pump house for spraying of culture, slurry, and water during the compost treatment process.
5.5.7 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
5.5.8 Green Belt and Garden Area
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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.
5.5.9 Compost Rejects
The compost rejects will be sent to the landfill site for disposal.
5.5.10 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.
5.5.11 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 5.5.12 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. 1 Bailing machines 1 5.6 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.
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 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... 5.7 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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 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
Colour Dark brown to black -
Odour Absence of foul Odor -
Particle size Minimum 90% Minimum 90% material should pass material should pass through 4.0 mm IS sieve through 4.0 mm IS 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.5.8 Cost Estimate of Compost Plant 5.8 Cost Estimate of Compost Plant Table 30: Cost estimate for compost plant
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Sl. Description of Item Qty. Units Rate Amount No. A. Civil Structures 1 Tipping Shed 150 Sqm 8,748 1312185 2 Presorting including recycling center 25 Sqm 16,531 413282.5 3 Pre Compost pad 375 Sqm 1,892 709425 4 Monsoon shed 75 Sqm 12,147 910987.5 Vermicomposting including curing and 5 760.00 Sqm 8,064 6128412 finished product godown Total (A) 9474292 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 356 Rmt 5,249 1868644 7 7.5 M Wide Road 675 Sqm 1,925 1299375 8 3.5 M Wide Road 1015 Sqm 1,940 1969100 9 Monitoring Wells 4 Nos. 20,000 80000 10 Greenbelt 2,085 Sqm 100 208500 11 Storm Water Drain 335 Rmt 2,321 777535 12 Surface Clearing 7,203 Sqm 3 21609 36,331. 13 Water sump 9 Cum 326986.2 80 14 Leachate tank 4 cum 51,796 207182.4 7808819. Total (B) 6 C. Mechanical Items 1 PPE & Fire safety equipment 1 No 500000 500000 2 Water Tanker with Slurry Pump 1 No 850000 850000 3 Shredder 100 kg/hr. 1 no 779589 779589 4 Bailing machine 1 No 200000 200000 6,00,00 5 Weigh Bridge equipment 1 Nos. 600000 0 6 Water Sources and Other related structures LS 500000 Power Connection and Electricals including 7 LS 300000 DG set Sub total 3729589 GRAND TOTAL in Lakhs (A+B+C) 21012701 210.1270 GRAND TOTAL in Lakhs 1
5.9 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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II table below. These costs include salaries for the O&M personnel. Table 31: O&M cost of compost plant Particulars No. Unit Total Months Annual Cost Rate Cost (in Rs.) In-charge 1 10,796 10,796 12 129,552 Skilled Workers 1 8,795 8,795 12 105,540 Unskilled Workers 4 7,452 29,808 12 357,696 Driver 1 8,795 8,795 12 105,540 Consumables viz. inoculants 5,000 12 60,000 Packing Cost 800 365 292,000 Diesel Cost 1 300 365 109,500 Electricity (30 HP) 895 365 326,748 Water Requirement (KLD) 2 1000/5KL 146,000 Total O&M Cost for compost plant 16,32,576
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 9: Advantages of Regional Landfill Facility
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 32: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 10: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 11: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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) Figure 12: ULBs under Zone-II of Telangana State Bhadradri (4 towns) Adilabad (1 town) There are a total of 5 municipal 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 best possible way for the current scenario. The analysis has been done to formulate clusters as per the guidelines outlined by the NGT
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
(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. The Concept plan of Clusterisation is based on the outlining principle given below: 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 25 Sathupalli 81 12.80
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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 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 13: ULBs in Zone-II
Table 33: 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 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 Obtained Obtained
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II the PCB Status Commissioned in 2012 and 85 % of construction of power plant work thereafter it is in running is completed and likely to be condition commissioned in 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 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.
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 7.0 DESIGN OF SANITARY LANDFILL FACILITY Preliminary design & engineering has been done for the construction of Common Sanitary Landfill facility on cluster approach for Kothagudem Cluster (Palvancha, Yellandu, 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
For details of the site selection, waste quantities to be landfilled, design and estimates of the landfill refer this cluster Lead ULB DPR i.e. Kothagudem
Share of Capex for the development of landfill at Kothaguudem is based on the tonnages of the member ULBs. Table 34: 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 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
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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 135346 MT Table 35: Tonnage of Share in Kothagudem Cluster Member ULB Share of tonnage Kothagudem 37% Manuguru 12% Palvancha 33% Yellandu 18% Capex to be incurred phase will be for the development of secured landfill at Kothagudem is as given below. Table 36: Phase-wise cost of Sanitary Landfill for 25 years S.N Item Description Total Phase I Phase II Phase Phase IV Phase V o Amoun (1 - 5 (6 - 10 III (11 - (16 -20 (21 - 25 t (Rs.) Years) Years) 15 Years) Years) Years) 1 Landfill cost for 25 years 36461109 1001984 556658 640156 6958226.90 751488 7 2 9 8 5 2 Capping cost for 25 years 32731430 8994897 499716 574674 6246456.10 674617 5 0 7 3 3 Leachate Management & 1000000 1000000 100000 100000 1000000 100000 Leachate Collection 0 0 0 4 Equipment’s at Landfill 5577000 5577000 557700 557700 0 0 5 Other Infrastructure 1320800 1320800 132080 132080 1320800 132080 Facilities 0 0 0 Total (Rs.) 77090339 26912544 1288454 2004610 15525483.02 2215885 6 8 8 Total Cost in Crores 7.7 2.7 1.3 2.0 1.6 2.2 Share of Yellandu (18%) 1.39 0.48 0.23 0.36 0.28 0.40 Detailed back up for the estimates is attached as Annexure of Kothagudem DPR. The outlay cost for development of phase I landfill is 2.21 Cr. Out of which, share of Yellandu member ULB shall be 18% i.e 0.4 crores (approx.) Table 37: 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
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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 18% Share of O&M by Yellandu Municipality 908838 In the same manner OPEX will also be shared on tonnage basis. Share of Yellandu member ULB is 18% i.e INR 908838 only.
74 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 8.0 COST OF THE PROPOSED SYSTEM
Name of the Project Development of Integrated Solid Waste Management Facility for Yellandu town Project Cost 3.69 No. of Households to 10188 be benefitted (2017) Particulars Existing System Proposed System Segregation of MSW 0% 100% Coverage of Door to 80% 100% Door Collection Collection Efficiency 100% 100% Processing of MSW 0% 80% Disposal of MSW 75% (Un-scientific) 20% (Scientific) The total project outlay is estimated at 3.69Crore Rupees for the Yellandu 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 38: Breakup of the Capital Cost of the Proposed Scheme S. N. Particulars Total Outlay (in Sharing Chapter lakhs ) of Cost no A Collection and Transportation for the immediate year 70.0 100% 4
B Cost of Compost plant including associated civil and 210.1 100% 5 mechanical works C Capital cost of the Sanitary Landfill site (for use during the 48.0 18% 7 first 5 years) including civil mechanical and auxiliary items
Sub Total (A to C) 328.1 D Price Adjustment @ 5% 16.4 E Tender Premium @ 5% 16.4 F Provision for Contingencies @ 2% 6.6 G Information education & communication activities @ 0.5% 1.6 Grand Total ( A to H) 369.1
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 39: Breakup of the O&M Cost of the Proposed Scheme S. Particulars Total Outlay Rs. in Reference/ N. Crores Comments A Collection and Transportation 15121115 Chapter 4 B Compost plant including associated civil works 1632576 Chapter 5 including mechanical C Sanitary Landfill site (for use during the first 5 908838 Chapter 7 years) E Total Operation & Maintenance Cost 17662529
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 Yellandu 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 Yellandu Municipal Corporation
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
9.4 Sources of Finance
Period 2016-17 Total Share of Outlay for Yellandu Yellandu in (Rs. In Percentag Lakhs) e (%) A Collection and Transportation for the immediate year 70.0 100% B Cost of Compost plant including associated civil and mechanical works 210.1 100% Capital cost of the Sanitary Landfill site (for use during the first 5 years) C 48.0 18% including civil mechanical and auxiliary items Sub Total (A to C) 328.1 E Price Adjustment @ 5% 16.4 F Tender Premium @ 5% 16.4 G Provision for Contingencies @ 2% 6.6 H Information education & communication activities @ 0.5% 1.6 Grand Total ( A to H) 369.1 Total Requirement of Funds 369.14 a. Financial Plan Financing Capital Cost I GOI (20%) 73.83 I State Government (25%) 92.29 Other Sources including ULB (55%) 203.03 Total 369.14 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 3.69 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 g. Swachh Bharat Kosh h. Corporate Social Responsibility i. Market Borrowing j. External Assistance 9.5 Municipal Financial strength The review of Yellandu Municipal finance indicates that the Municipality has two sets of revenue (i)
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 40: Total Revenue of Yellandu Municipal Corporation for past five years Total Revenue Amount in Rupees lakhs Sr. Revenue of the Municipality for last 5 Total Revenue Total Expenditure No. years 1 2014-2015 747.37 479.12 2 2013-2014 476.06 297.49 3 2012-2013 365.94 167.91 4 2011-2012 421.81 144.69 5 2010-2011 348.96 128.75
9.6 Operation and Maintenance Cost The regional sanitary landfill facility for Yellandu 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 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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 Yellandu town is mentioned below: O&M Cost of the Collection and Transportation System for Yellandu Municipality Table 41: O&M Cost for the C&T System for Yellandu Municipality Particular Cost Manpower for Collection & Transportation 12531600 Sanitary staff 240000 O&M Cost for Infrastructure 267590 Diesel Cost 1067625 cost of consumables 1014300 Total 15121115 *Detailed Costing is given in Chapter 5 O&M Cost of the Processing Facilities (Viz. Compost Plant) for Yellandu Municipality Table 42: O&M Cost for the Processing Facility at Yellandu Municipality Particulars No. Unit Total Months Annual Cost Rate Cost (in Rs.) In-charge 1 10,796 10,796 12 129,552 Skilled Workers 1 8,795 8,795 12 105,540 Unskilled Workers 4 7,452 29,808 12 357,696 Driver 1 8,795 8,795 12 105,540 Consumables viz. inoculants 5,000 12 60,000 Packing Cost 800 365 292,000 Diesel Cost 1 300 365 109,500 Electricity (30 HP) 895 365 326,748 Water Requirement (KLD) 2 1000/5KL 146,000 Total O&M Cost for compost plant 16,32,576 O&M Cost of the Regional Sanitary Landfill Facility for Yellandu Municipality Table 43: O&M Cost for Regional Sanitary Landfill at Yellandu 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
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Environmental Monitoring Cost 1 Ambient air monitoring 100000 2 Ground water monitoring Total O&M Cost Per Annum 5049100 18% Share of O&M by Yellandu Municipality 908838 Summary of O&M Cost Table 44: Summary of O&M Cost for Yellandu Municipality S. N. Particulars Total Outlay Rs. in Crores
A Collection and Transportation 1.51 B Compost plant including associated civil works 0.16
C Sanitary Landfill site (for use during the first 5 years) 0.09
E Total Operation & Maintenance Cost 1.76
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 1.76 Cr per annum.
9.7 Revenue Streams 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 Yellandu 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 45: Revenue Generation from the User Charges to be paid by Households in Yellandu
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REVENUE FROM HOUSEHOLDS USER CHARGE S. Year Expected User Nos. of User Charge/Month Revenue/An Revenue/Annum No. Collected in % Households in INR num in INR in Lakhs 1 2018 60 10188 30 2200608 22.01
The user fee will be collected from the commercial establishments also. Table 46: Revenue Generation from Commercial Establishments in Yellandu Municipality REVENUE FROM COMMERCIALS ESTABLISHMENTS Types No. of User Revenue Per Establishmen Charge/Mont Annum t h Commercial Shops 600 50 360000 Hotels/Restaurants/Dhaba 44 200 105600 Schools 12 200 28800 Offices 15 300 54000 Slaughter House 1 200 2400 Hospital/Nursing Homes/Dispensaries 20 500 120000 Vegetable/Fruit Market 2 1000 24000 Fish Market 1 1000 12000 Banquet Hall 5 500 30000 Total Revenue Generation in Lakhs 736800
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 3 MT (2018) of compost per day which can be sold at the rate of Rs.1.5 per kilograms. Revenue per annum from sale of compost is given in table below. Table 47: Revenue from Sale of Compost for Yellandu Municipality TPD KG/Day KG/Annum Price/KG Total Compost Generated (2018) 3 3000 1095000 1.5 1642500
Total Revenue Generation in Lakhs 16.43 The total revenue from sale of compost in the 1st year of operation is Rs 1642500. In the subsequent years, the revenue has been estimated to increase by 5% each year.
9.10 Revenue from sale of Recyclables
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
The primary survey of the MSW condu cted by IPE Global shows that 19.1% of the total waste 17 TPD is recyclable. Table 48: Revenue Generation from Sale of Recyclable Waste in Yellandu Municipality REVENUE FROM SALE OF RECYCLABLES Total projected waste generation in 2018 17.00 TPD Percentage of recyclable waste 19.10 % Total Recyclable Waste 3.2 TPD Percentage of Sellable Waste 50 % Total Sellable Waste 1.6 TPD Rate per kg 2.0 Rs. Total Revenue/Annum 1185155 Rs. Revenue in Lakhs 12 Lakhs Therefore, the revenue from sale of recyclables is estimated to be Rs. 1185155 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.
9.11 Summary of Total Revenue Total revenue generated from the user fee, sale of compost, recyclables is estimated Rs. 45.4 Lakhs, in this, revenue generated from the user charges is not included. Table 49: Summary of Total Revenue Generation in Yellandu Municipality Revenue (in INR) (in Lakhs) Compost 1642500 16.4 Recyclables 1185155 11.9 Households 2200608 22.0 Hotels/Restaurant/Guest House/Banquet hall 736800.00 7.4 Total Income 5765063 57.7
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%. 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.
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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. 9.12 Calculation of Tipping Fee Table 50: Cash Flow and Tipping Fee of the Project excluding Street Sweeping Component for Yellandu Municipality S. No. Year (Start from 2018) ------> 1 Year 2018 I. Revenue for Municipality A User Charge from Households 2200608 B User Charge from Commercial Establishments 736800 Total Income 2937408 C Revenue from Recyclables 1185155
II. Revenue for Operator Compost 1642500 D Total Income 1642500
III. O&M Costs for Operator E Processing Facilities viz. Compost Plant 1,632,576 F Regional Common Sanitary Landfill Facility (5% share of Yellandu) 908838 g Total O&M Cost for Operator (E+F) 2541414
H Deficit (g-D) 898914 I Deficit inclusive 20% Profit of Operator 1407197 J Tipping Fee/MT for P&D (Processing and Disposal) 257 III. O&M Costs for Municipality K Collection and Transportation 7610315 Transportation cost of inerts to Karimnagar landfill 657000 L Contingency (@3%) 248019 Q Total O&M Cost for Municipality (K+L) 8515334 R Tipping Fee/MT for C&T (Collection & Transportation excluding Profit & 1555 Revenue) T Total Revenue for Municipality from User Fee and Recyclables 4122563 U Tipping Fee/MT for C&T (including Revenue from User Fee & Recyclable) 802 Tipping fee/MT for C&T including revenue from user fee and recyclables is Rs. 755
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 14: 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 51: 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 Yellandu, 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 Yellandu Mismanagement of Resource 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II training and guidance and better management of activities. Train and update the capacities of staff of Yellandu 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 Yellandu 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 15: Models of Arrangement ULB + Private Operator + Community
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Figure 16: 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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MSW Supply Agreement
Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 17: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 19: Creating awareness on SWM among Figure 18: Awareness programmed at School women 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 20: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Figure 21: Target Groups in Solid Waste Management Table 52: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 53: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 22: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 23: 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 24: Public meeting with school which would be conducting according to the IEC Kids 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 25: 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 26: Incentives & Disincentives for promoting SWM
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 27: 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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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
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 54: Awareness and capacity buildings schedule and estimated activities costing for a year Estimated Cost for IEC and Capacity Building programmed for one year in Yellandu
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 field 500 per day for 120 1500 180000 staff and volunteers) days (In parts) Public Address (Focus group meetings, 1 meeting in every 3 corner meetings, stakeholders meeting 3000 240000 ward in 1 quarter workshops and seminars) School Programmes (Essay, painting, poster, debates, quiz competitions/ 1 activity per 4 3000 30000 Introduce projects, games and role school 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 250000 TV channel local leading channel Street Plays in each 7 middle and lower LS 100000 Folk Media : (Nukkad Nataks) strata of societies Subtotal (A) 900000
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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 40000 Study Sanitary Zone 2 Waste Collector a) Sweepers, Waste Loaders and Truck 12 per year 7000 84000 Drivers b)Landfill Supervisors 6 per year 6000 36000 On Lump-sum basis (Depends on c) Private Waste Collectors and Rag areas/colonies/ 5000 100000 Pickers/ Waste segregators societies and RWAs) = 24 meetings 3 Administration and Monitoring a) Administrators and Supervisors 10 per year 10000 80000 b) Computer/ software operators & Specialist and Control & Monitoring 10 per year 10000 80000 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) 420000 Grand Total 1520000
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Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 28: Flowchart for Environment Management Plan
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Table 55: 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 pollution. Higher noise levels 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 malodor at Proper parking facilities and demarcated areas will be allotted on site to 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 Dev elopment & 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
116 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 1 3.0 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 29: 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,
117 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 30: 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
124 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 31: 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
126 Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II 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 32: 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 33: 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 34: 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 35: MIS-GIS System
Computer application of mentioned tools needs some prior data/information to provide correct information to decision makers.
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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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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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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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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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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 YELLANDU ------
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 35255 35006 33475 35733 35269 34948 2 2013 35617 35075 32116 36574 34439 34764 3 2014 35980 35099 30812 37415 33547 34570 4 2015 36342 35078 29561 38256 32592 34366 5 2016 36705 35012 28360 39097 31575 34150 6 2017 37067 34901 27209 39938 30495 33922 7 2018 37430 34744 26104 40779 29352 33682 8 2019 37792 34542 25044 41620 28148 33429 9 2020 38155 34295 24027 42461 26880 33164 10 2021 38517 34004 23051 43303 25551 32885 11 2022 38880 33666 22115 44144 24158 32593 12 2023 39242 33284 21217 44985 22704 32286 13 2024 39605 32857 20356 45826 21187 31966 14 2025 39967 32384 19529 46667 19607 31631 15 2026 40330 31867 18736 47508 17965 31281 16 2027 40692 31304 17975 48349 16260 30916 17 2028 41055 30696 17245 49190 14493 30536 18 2029 41417 30043 16545 50031 12663 30140 19 2030 41780 29345 15873 50872 10771 29728 20 2031 42142 28602 15229 51713 8816 29300 21 2032 42505 27813 14610 52554 6799 28856 22 2033 42867 26979 14017 53395 4719 28396 23 2034 43230 26101 13448 54236 2577 27918 24 2035 43592 25177 12902 55077 373 27424 25 2036 43955 24208 12378 55918 -1895 26913 26 2037 44317 23194 11875 56759 -4224 26384 27 2038 44680 22135 11393 57600 -6616 25838 28 2039 45042 21030 10930 58441 -9071 25275 29 2040 45405 19881 10486 59283 -11588 24693 30 2041 45767 18686 10061 60124 -14168 24094 31 2042 46130 17446 9652 60965 -16810 23477 32 2043 46492 16161 9260 61806 -19514 22841 33 2044 46855 14831 8884 62647 -22281 22187 34 2045 47217 13456 8523 63488 -25111 21515 34 2046 47580 12036 8177 64329 -28003 20824
Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
Annexure No.3 WASTE PROJECTIONS ------
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 38256 156.22 16.37 0.4280 5976 7.91 2.91 2.19 2.31 1.05 2016 39097 158.25 16.95 0.4336 6187 8.19 3.02 2.27 2.39 1.08 2017 39938 160.31 17.54 0.4392 6402 8.47 3.12 2.35 2.47 1.12 2018 40779 162.39 18.14 0.4449 6622 8.76 3.23 2.43 2.56 1.16 2019 41620 164.50 18.76 0.4507 6847 9.06 3.34 2.51 2.64 1.20 2020 42461 166.64 19.39 0.4566 7076 9.36 3.45 2.60 2.73 1.24 2021 43303 168.81 20.03 0.4625 7310 9.67 3.56 2.68 2.82 1.28 2022 44144 171.00 20.68 0.4685 7549 9.99 3.68 2.77 2.92 1.32 2023 44985 173.23 21.35 0.4746 7792 10.31 3.80 2.86 3.01 1.37 2024 45826 175.48 22.03 0.4808 8041 10.64 3.92 2.95 3.11 1.41 2025 46667 177.76 22.73 0.4870 8295 10.98 4.05 3.05 3.20 1.45 2026 47508 180.07 23.44 0.4933 8555 11.32 4.17 3.14 3.30 1.50 2027 48349 182.41 24.16 0.4998 8819 11.67 4.30 3.24 3.41 1.55 2028 49190 184.78 24.90 0.5063 9089 12.03 4.43 3.34 3.51 1.59 2029 50031 187.18 25.66 0.5128 9365 12.39 4.57 3.44 3.62 1.64 2030 50872 189.62 26.43 0.5195 9646 12.76 4.70 3.54 3.73 1.69 2031 51713 192.08 27.21 0.5263 9933 13.14 4.84 3.65 3.84 1.74 2032 52554 194.58 28.02 0.5331 10226 13.53 4.99 3.75 3.95 1.79 2033 53395 197.11 28.83 0.5400 10525 13.93 5.13 3.86 4.07 1.85 2034 54236 199.67 29.67 0.5470 10829 14.33 5.28 3.98 4.18 1.90 2035 55077 202.27 30.52 0.5542 11140 14.74 5.43 4.09 4.30 1.95 2036 55918 204.90 31.39 0.5614 11457 15.16 5.59 4.21 4.43 2.01
Telangana Urban Finance & Infrastructure Development Corporation (TUFIDC) Preparation of DPR for MSWM System under Zone-II
2037 56759 207.56 32.28 0.5687 11781 15.59 5.75 4.33 4.55 2.07 2038 57600 210.26 33.18 0.5761 12111 16.03 5.91 4.45 4.68 2.12 2039 58441 212.99 34.10 0.5835 12448 16.47 6.07 4.57 4.81 2.18 2040 59283 215.76 35.04 0.5911 12791 16.93 6.24 4.70 4.94 2.24 2041 60124 218.57 36.00 0.5988 13141 17.39 6.41 4.82 5.08 2.30 2042 60965 221.41 36.98 0.6066 13498 17.86 6.58 4.96 5.21 2.37 2043 61806 224.29 37.98 0.6145 13862 18.34 6.76 5.09 5.35 2.43 2044 62647 227.20 39.00 0.6225 14233 18.83 6.94 5.23 5.50 2.50 2045 63488 230.15 40.03 0.6306 14612 19.34 7.13 5.36 5.64 2.56
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 II µ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 51
नगरपािलका क कुल सं या : तुत क गई काय योजना क सं या :
प प प ---VI-VIVIVI
[[[िनयम 2225 देख ]]]
दुघ टना का ितवेदन
1. दुघ टना क तारीख और समय :
2. दुघ टना के िलए कारक का अनु म :
3. दुघ टना म शािमल अपिश ट :
4. मानव वा य और पया वरण पर दुघ टना के भाव का मू यांकन :
5. कए गए आपातकालीन उपाय :
6. दुघ टना के भाव को कम करने के िलए उठाए गए कदम :
7. ऐसी कसी दुघ टना क पुनरावृि को रोकने के िलए उठाए गए : कदम तारीख ...... ह ता र ...... थान ...... पदनाम ......
[फा. सं.18-3/2004-एचएसएमडी ]
िव वनाथ िस हा, संयु त 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 3 rd 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 3 rd 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 [P ART 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 II µ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 53
18. "door to door collection" m eans 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 [P ART 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 II µ[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 [P ART 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 II µ[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 [P ART 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 II µ[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 [P ART II—SEC . 3(ii)]
(za) prepare and submit annual report in Form IV on or before the 30 th 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 31 st 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 II µ[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 facilitie s 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 [P ART 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 30 th 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 II µ[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 sani tary 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. sett ing 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 Environmen t, Forest and Member, ex -officio Climate Change Government of India 64 THE GAZETTE OF INDIA : EXTRAORDINARY [P ART 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 o r 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 30 th 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 30 th 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 31 st day 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 II µ[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 31 st day 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 [P ART 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 II µ[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 Cr 6+ ) 0.05
Copper 0.05
Cyanide 0.05
Lead 0.05
Mercury 0.001
Nickel -
Nitrate as NO 3 45.0
pH 6.5-8.5
Iron 0.3
Total hardness (as CaCO 3) 300.0
Chlorides 250
Dissolved solids 500
Phenolic compounds (as 0.001 C6H5OH)
Zinc 5.0
Sulphate (as SO 4) 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 [P ART 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 II µ[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/cm 3) <1.0 Less than 1.6
Total Organic Carbon, per cent by 12.0 7.9 weight, minimum 70 THE GAZETTE OF INDIA : EXTRAORDINARY [P ART II—SEC . 3(ii)]
Total Nitrogen (as N), per cent by 0.8 0.4 weight, minimum
Total Phosphate (as P 205) percent by 0.4 10.4 weight, minimum
Total Potassium (as K 20), 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 nitr ogen (as N), mg/l, max. 50 50 -
5 Total Kjeldahl nitrogen (as N), mg/l, max. 100 - -
6 Biochemical oxygen demand (3 days at 27 0 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 II µ[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 C 6H5OH) 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/Nm 3 Standard refers to half hourly average value
HCl 50 mg/Nm 3 Standard refers to half hourly average value
SO2 200 mg/Nm 3 Standard refers to half hourly average value
CO 100 mg/Nm 3 Standard refers to half hourly average value
50 mg/Nm 3 Standard refers to daily average value
Total Organic Carbon 20 mg/Nm 3 Standard refers to half hourly average value
HF 4 mg/Nm 3 Standard refers to half hourly average value
NOx (NO and NO2 expressed 400 mg/Nm 3 Standard refers to half hourly average value as NO2 )
Total dioxins and furans 0.1 ng TEQ/Nm 3 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/Nm 3 Standard refers to sampling time anywhere between 30 minutes and 8 hours.
Hg and its compounds 0.05 mg/Nm 3 Standard refers to sam pling time anywhere between 30 minutes and 8 hours. 72 THE GAZETTE OF INDIA : EXTRAORDINARY [P ART II—SEC . 3(ii)]
Sb + As + Pb + Cr + Co + Cu 0.5 mg/Nm 3 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 950 0C 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 II µ[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 [P ART 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 faci lity Phone No: Fax No: E-mail: ¹Hkkx II µ[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 generat ed 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 [P ART 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 stre ets
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 m 3 Open waste storage sites Masonry bins Cement concrete cylinder bins Dhalao/covered rooms/space Covered metal/plastic containers Upto 1.1 m 3 bins 2 to 5 m 3 bins Above 5m 3 containers Bin-less city
Bin/ population ratio ¹Hkkx II µ[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 [P ART 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 faciliti es under construction
Distance of processing facilities from city/town boundary
Details of technologies adopted ¹Hkkx II µ[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 fac ilities
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 [P ART 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 leachat e 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 II µ[k.M 3(ii)º Hkkjr dk jkti=k % vlk/kj.k 81
15 Mention briefly, the difficult ies 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 [P ART 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 i n 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 II µ[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 m 3 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 [P ART II—SEC . 3(ii)]
Give frequency of collection of waste from the Frequency No. of bins depots Number of bins cleared
Daily
Alternat e 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 lift ed 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 II µ[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 proces sing 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 [P ART 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 avai lable 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 II µ[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 [P ART 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 appl ication 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 II µ[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 [P ART II—SEC . 3(ii)]
Waste-to-Energy Plants: (Number/names of towns/capacity)
Sl. No. Plant Lo cation 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 II µ[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 : Yellandu 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 : Yellandu 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 : Yellandu 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 : Yellandu 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 : Yellandu 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 : Yellandu ULB Consultant : IPE Global Limited, New Delhi, India
Abstract Estimate for Tipping Shed (15.00 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 50.52 97.40 4,920.65 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 232.96 296.80 69,141.04 (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 9.30 4,295.30 39,926.96 metal with concrete mixture. All work up to plinth level. 4 Plain Cement concrete (1:2:4) using 20 mm cum 1.57 5,339.10 8,393.07 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 16.54 5,504.70 91,052.55
5.2 Columns, Lintels, RCC Walls / Water Tanks In cum 5.47 6,911.40 37,788.08 Buildings 5.3 RCC Slabs, Beams cum 26.37 4,871.50 128,450.49 6 Supplying, fitting and placing HYSD bar kg 3,712.61 55.10 204,564.95 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.,
7.1 Footings cum 7.29 1,070.30 7,802.49 7.2 Pedestals cum 2.16 1,558.00 3,365.28 7.3 Plinth Beams cum 7.09 3,336.10 23,655.87 7.4 Columns cum 5.47 3,098.60 16,941.60 7.5 Beams cum 3.87 4,548.30 17,591.69 8 Stone Soling (40 to 63 mm) - Supplying and cum 11.25 1,035.20 11,646.00 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 11.25 1,500.40 16,879.50 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 10.64 4,189.00 44,555.51 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 6,750.00 78.90 532,575.00 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 241.87 164.90 39,883.99 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 46.78 272.60 12,752.82 (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 3.74 78.70 294.17 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 : 1,312,181.71 Total area in sqm : 150.00 Per sqm cost in INR : 8,747.90
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 : Yellandu ULB Consultant : IPE Global Limited, New Delhi, India
Abstract Estimate for Recycling Center (5.00 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 32.76 97.40 3,190.82 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 65.36 296.80 19,398.85 (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 4.84 4,295.30 20,772.07 metal with concrete mixture. All work up to plinth level. 4 Plain Cement concrete (1:2:4) using 20 mm cum 0.67 5,339.10 3,587.88 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 10.02 5,504.70 55,140.58
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 4.98 4,871.50 24,252.76 6 Supplying, fitting and placing HYSD bar kg 1,749.45 55.10 96,394.70 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 5.83 1,070.30 6,241.99 7.2 Pedestals cum 1.73 1,558.00 2,692.22 7.3 Plinth Beams cum 2.46 3,336.10 8,196.80 7.4 Columns cum 4.37 3,098.60 13,553.28 7.5 Beams cum 1.23 4,548.30 5,587.59 8 Stone Soling (40 to 63 mm) - Supplying and cum 1.88 1,035.20 1,941.00 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 1.88 1,500.40 2,813.25 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 3.69 4,189.00 15,438.56 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 1,125.00 78.90 88,762.50 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 50.25 164.90 8,286.12 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 21.77 272.60 5,935.18 (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 10.99 78.70 864.72 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 : 413,281.33 Total area in sqm : 25.00 Per sqm cost in INR : 16,531.30
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 : Yellandu ULB Consultant : IPE Global Limited, New Delhi, India
Abstract Estimate for Compost Pad (25.00 x 15.00 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 424.44 296.80 125,973.79 (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 4.94 4,295.30 21,235.96 metal with concrete mixture. All work up to plinth level. 4 Plain Cement concrete (1:2:4) using 20 mm cum 2.47 5,339.10 13,198.26 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 56.25 4,871.50 274,021.88 6 Supplying, fitting and placing HYSD bar kg 2,812.50 55.10 154,968.75 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 - 1,070.30 - 7.2 Pedestals cum - 1,558.00 - 7.3 Plinth Beams cum - 3,336.10 - 7.4 Columns cum - 3,098.60 - 7.5 Beams cum - 4,548.30 - 8 Stone Soling (40 to 63 mm) - Supplying and cum 28.13 1,035.20 29,115.00 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 28.13 1,500.40 42,198.75 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 56.25 272.60 15,333.75 (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 56.25 593.10 33,361.88 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 : 709,408.01 Total area in sqm : 375.00 Per sqm cost in INR : 1,891.80
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 : Yellandu ULB Consultant : IPE Global Limited, New Delhi, India
Detailed Estimate for Water Sump (3.00 x 3.00 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 28.07 97.40 2,734.21 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 19.36 296.80 5,746.05 (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 (1:3:6) using 20 mm cum 2.90 5,195.20 15,086.86 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 5.04 5,692.20 28,705.76
4.2 Columns, Lintels, RCC Walls / Water Tanks In cum 4.23 7,098.80 29,992.43 Buildings 4.3 RCC Slabs, Beams cum 1.84 5,059.00 9,295.91 5 Supplying, fitting and placing HYSD bar kg 1,332.66 55.10 73,429.57 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 5.04 1,070.30 5,397.52 6.2 Shear Walls, RCC Walls, Water Tank Walls sqm 33.80 3,292.00 111,269.60 6.3 Slabs - Up To 150 mm thk. sqm 14.35 516.40 7,410.34 7 Providing cement plaster 12 mm thick in a sqm 24.60 1,389.50 34,181.70 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 7.88 272.60 2,146.73 (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 20.20 78.70 1,589.50 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 : 326,986.19 Total Vol. in cum : 9.00 Per cum cost in INR : 36,331.80
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 : Yellandu ULB Consultant : IPE Global Limited, New Delhi, India
Detailed Estimate for Leachate Tank (2.00 x 2.00 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 16.76 97.40 1,632.62 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 11.56 296.80 3,431.01 (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 1.73 5,195.20 9,008.48 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 2.88 5,692.20 16,410.61
4.2 Columns, Lintels, RCC Walls / Water Tanks In cum 2.93 7,098.80 20,763.99 Buildings 4.3 RCC Slabs, Beams cum 0.94 5,059.00 4,742.81 5 Supplying, fitting and placing HYSD bar kg 809.46 55.10 44,601.25 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.,
6.1 Footings cum 2.88 1,070.30 3,085.67 6.2 Shear Walls, RCC Walls, Water Tank Walls sqm 23.40 3,292.00 77,032.80 6.3 Slabs - Up To 150 mm thk. sqm 7.75 516.40 4,002.10 7 Providing cement plaster 12 mm thick in a sqm 14.40 1,389.50 20,008.80 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 5.90 272.60 1,606.98 (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 10.87 78.70 855.23 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 : 207,182.35 Total Vol. in cum : 4.00 Per cum cost in INR : 51,795.60
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 : Yellandu ULB Consultant : IPE Global Limited, New Delhi, India
Abstract Estimate for Monsoon shed Shed (25.00 x 3 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 44.64 97.40 4,347.94 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 158.56 296.80 47,060.61 (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 9.16 4,295.30 39,327.77 metal with concrete mixture. All work up to plinth level. 4 Plain Cement concrete (1:2:4) using 20 mm cum 1.75 5,339.10 9,354.10 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 14.88 5,504.70 81,893.42
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 17.88 4,871.50 87,095.11 6 Supplying, fitting and placing HYSD bar kg 3,150.45 55.10 173,589.80 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 5.83 1,070.30 6,241.99 7.2 Pedestals cum 1.73 1,558.00 2,692.22 7.3 Plinth Beams cum 7.32 3,336.10 24,410.24 7.4 Columns cum 4.37 3,098.60 13,553.28 7.5 Beams cum 6.63 4,548.30 30,148.41 8 Stone Soling (40 to 63 mm) - Supplying and cum 5.63 1,035.20 5,823.00 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 5.63 1,500.40 8,439.75 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 10.98 4,189.00 45,976.37 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 3,375.00 78.90 266,287.50 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 150.75 164.90 24,858.37 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 31.70 272.60 8,642.10 (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 12.94 78.70 1,018.18 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 : 910,990.62 Total area in sqm : 75.00 Per sqm cost in INR : 12,146.50
Abstract_Curing 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 : Yellandu ULB Consultant : IPE Global Limited, New Delhi, India
Abstract Estimate for Verimicomposting shed including curing and Finishing Product Godown (40.00 x 19.00 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 160.10 97.40 15,594.13 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 1,011.14 296.80 300,107.24 (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 28.01 4,295.30 120,329.82 metal with concrete mixture. All work up to plinth level. 4 Plain Cement concrete (1:2:4) using 20 mm cum 3.61 5,339.10 19,284.83 metal with concrete mixture. All work up to plinth level.
Abstract_Finishing Godown Page 1 of 4 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 54.61 5,504.70 300,601.62
5.2 Columns, Lintels, RCC Walls / Water Tanks In cum 15.86 6,911.40 109,585.43 Buildings 5.3 RCC Slabs, Beams cum 128.96 4,871.50 628,205.74 6 Supplying, fitting and placing HYSD bar kg 14,241.92 55.10 784,729.93 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 21.14 1,070.30 22,627.21 7.2 Pedestals cum 6.26 1,558.00 9,759.31 7.3 Plinth Beams cum 27.20 3,336.10 90,752.51 7.4 Columns cum 15.86 3,098.60 49,130.63 7.5 Beams cum 14.96 4,548.30 68,021.19 8 Stone Soling (40 to 63 mm) - Supplying and cum 57.00 1,035.20 59,006.40 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 57.00 1,500.40 85,522.80 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 40.80 4,189.00 170,931.15 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_Finishing Godown Page 2 of 4 1 2 3 4 5 6 7 11 23 cm wide Brick masonry for below & above cum 45.67 5,077.20 231,851.53 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 12 Plastering - 12.1 Providing cement plaster 15 mm thick for 10 sqm 205.00 2,173.50 44,557.18 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. 12.2 Providing external cement plaster 20 mm thick 10 sqm 230.67 3,794.00 87,516.20 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.
13 Painting - 13.1 Painting to new walls with 2 coats of ready 10 sqm 205.00 1,181.90 24,229.19 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
13.2 Painting to new walls with 2 coats of water 10 sqm 230.67 1,152.70 26,589.33 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
14 Supplying, fitting and placing of structural kg 34,200.00 78.90 2,698,380.00 steel angle / channel / beam / bars complete as per drawings and technical specifications including over laps and wastage, welding,. Etc. complete.
Abstract_Finishing Godown Page 3 of 4 1 2 3 4 5 6 7 15 Roofing with corrugated G.I sheets 1.25mm sqm 803.99 164.90 132,577.96 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
16 Filling with useful available excavated earth cum 185.10 272.60 50,459.33 (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
17 Removal of unsuitable / Unserviceable soil cum -25.00 78.70 -1,967.50 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 : 6,128,383.18 Total area in sqm : 760.00 Per sqm cost in INR : 8,063.70
Abstract_Finishing Godown Page 4 of 4 N
To Kothagudan E8803.738 E8808.738
E8813.738 FOREST AREA E8818.738 E8823.738 E8828.738
N6102.414 97.383 97.517 97.531 97.544 E8833.738 E8838.738 E8843.738 E8848.738 E8853.738 E8858.738 E8863.738 97.147 97.612 97.740 97.824 97.893 97.906 97.919 97.933 97.946 97.902
N6097.414 E8868.738
E8873.738 263.23 E8878.738 E8883.738 E8888.738 E8893.738
N6092.414 96.967 97.375 97.545 97.625 97.708 97.791 97.874 97.958 98.041 98.124 98.208 98.291 98.335 98.338 98.275 98.212 98.149 E8898.738 E8903.738 E8908.738 E8913.738 E8918.738 E8923.738
N6087.414 96.982 97.139 97.351 97.431 97.511 97.592 97.675 97.758 97.842 97.925 98.008 98.092 98.175 98.258 98.354 98.473 98.528 98.594 98.671 98.668 98.586 98.523 98.460 98.397 E8928.738 E8933.738 E8938.738 E8943.738 E8948.738 E8953.738 E8958.738 96.997 96.903 97.156 97.236 97.317 97.397 97.477 97.559 97.642 97.726 97.809 97.892 98.015 98.144 98.272 98.366 98.464 98.480 98.523 98.577 98.654 98.731 98.808 98.885 98.961 99.038 98.990 98.856 98.770 98.707
N6082.414 E8963.738 E8968.738 E8973.738 E8978.738 E8983.738 E8988.738
N6077.414 96.994 96.779 96.962 97.042 97.122 97.203 97.283 97.363 97.444 97.547 97.676 97.804 97.933 98.062 98.165 98.259 98.355 98.456 98.431 98.476 98.518 98.560 98.637 98.714 98.791 98.868 98.944 99.021 99.098 99.175 99.252 99.329 99.405 99.312 99.178 99.044 E8993.738 E8998.738 E9003.738 E9008.738 E9013.738 E9018.738
N6072.414 96.794 96.767 96.848 96.928 97.024 97.127 97.230 97.333 97.458 97.594 97.723 97.851 97.965 98.059 98.153 98.247 98.349 98.403 98.383 98.428 98.473 98.513 98.552 98.620 98.697 98.774 98.851 98.927 99.004 99.081 99.158 99.235 99.312 99.388 99.465 99.542 99.619 99.696 99.768 99.634 99.500 E9023.738 E9028.738 E9033.738 E9038.738 E9043.738 E9048.738 E9053.738 96.810 96.644 96.724 96.826 96.929 97.032 97.135 97.238 97.363 97.499 97.635 97.764 97.858 97.952 98.046 98.140 98.240 98.342 98.350 98.334 98.379 98.424 98.469 98.508 98.547 98.603 98.680 98.757 98.834 98.910 98.987 99.064 99.141 99.218 99.295 99.398 99.496 99.588 99.709 99.844 99.780 99.513 99.522 99.552 99.582 99.612 99.643
N6067.414 E9058.738 E9063.738
N6062.414 96.825 96.685 96.661 96.731 96.834 96.937 97.040 97.142 97.268 97.404 97.540 97.650 97.752 97.846 97.940 98.034 98.131 98.233 98.336 98.297 98.286 98.331 98.376 98.421 98.463 98.502 98.542 98.586 98.663 98.763 98.869 98.974 99.069 99.161 99.253 99.345 99.468 99.603 99.737 99.872 99.882 99.799 99.829 99.849 99.861 99.872 99.883 99.895 99.906 99.935 N6062.414
98
N6057.414 96.839 96.726 96.702 96.678 96.739 96.842 96.944 97.047 97.173 97.309 97.431 97.533 97.635 97.737 97.833 97.927 98.023 98.125 98.227 98.329 98.244 98.237 98.282 98.330 98.393 98.454 98.527 98.600 98.673 98.829 98.874 98.917 99.009 99.102 99.226 99.361 99.496 99.631 99.766 99.900 99.928 99.765 99.777 99.788 99.799 99.810 99.824 99.867 99.910 99.953 99.942 N6057.414
N6052.414 96.836 96.768 96.743 96.719 96.695 96.746 96.849 96.952 97.078 97.213 97.315 97.417 97.519 97.621 97.723 97.821 97.915 98.016 98.118 98.220 98.186 98.205 98.267 98.329 98.392 98.442 98.514 98.586 98.657 98.730 98.891 98.858 98.985 99.120 99.245 99.367 99.489 99.611 99.733 99.855 99.693 99.704 99.715 99.726 99.756 99.799 99.842 99.886 99.929 99.972 99.976 N6052.414
N6047.414 96.833 96.813 96.786 96.760 96.736 96.712 96.754 96.857 96.983 97.097 97.199 97.301 97.403 97.505 97.607 97.709 97.808 97.907 98.012 98.107 98.152 98.203 98.266 98.328 98.389 98.432 98.502 98.573 98.645 98.717 98.789 98.859 98.921 99.043 99.164 99.286 99.408 99.530 99.652 99.705 99.631 99.645 99.688 99.731 99.775 99.818 99.861 99.904 99.947 99.990 99.999 N6047.414 FOREST AREA FOREST
N6042.414 96.830 96.864 96.837 96.809 96.782 96.754 96.729 96.762 96.879 96.981 97.083 97.185 97.287 97.389 97.491 97.606 97.728 97.848 97.995 98.103 98.152 98.202 98.265 98.327 98.381 98.425 98.489 98.561 98.633 98.705 98.779 98.894 98.981 99.033 99.090 99.206 99.328 99.449 99.554 99.552 99.620 99.663 99.707 99.750 99.793 99.836 99.879 99.922 99.965 100.008 100.023 N6042.414
N6037.414 96.827 96.851 96.887 96.860 96.832 96.805 96.777 96.750 96.836 96.958 97.079 97.200 97.322 97.443 97.564 97.685 97.807 97.869 97.980 98.086 98.151 98.201 98.263 98.326 98.374 98.417 98.477 98.549 98.621 98.692 98.778 98.896 99.014 99.107 99.159 99.210 99.261 99.369 99.433 99.510 99.586 99.663 99.725 99.768 99.811 99.854 99.897 99.940 99.983 100.026 100.047 100.015 N6037.414
SHED N6032.414 96.837 96.938 96.911 96.883 96.856 96.828 96.857 96.925 97.011 97.149 97.279 97.401 97.522 97.643 97.764 97.845 97.857 97.963 98.069 98.150 98.200 98.262 98.323 98.366 98.410 98.465 98.537 98.608 98.680 98.780 98.898 99.016 99.134 99.233 99.285 99.441 99.468 99.545 99.621 99.698 99.774 99.829 99.872 99.915 99.958 100.002 100.045 100.071 100.039 N6032.414 BY PASS ROAD
N6027.414 96.823 96.945 96.961 96.934 96.906 96.905 96.972 97.040 97.108 97.186 97.324 97.462 97.601 97.722 97.843 97.854 97.874 97.946 98.052 98.149 98.199 98.261 98.315 98.359 98.403 98.453 98.524 98.596 98.676 98.781 98.899 99.017 99.135 99.254 99.359 99.487 99.512 99.559 99.605 99.656 99.732 99.809 99.885 99.934 99.977 100.020 100.063 100.095 100.063 N6027.414
N6022.414 96.813 96.931 97.012 96.984 96.957 97.020 97.088 97.155 97.223 97.290 97.361 97.499 97.638 97.776 97.907 97.849 97.894 97.952 98.035 98.142 98.198 98.260 98.308 98.352 98.395 98.440 98.512 98.584 98.675 98.783 98.901 99.019 99.137 99.255 99.373 99.504 99.679 99.549 99.562 99.608 99.654 99.700 99.747 99.793 99.844 99.920 99.995 100.038 100.081 100.119 100.087 N6022.414
N6017.414 96.806 96.918 97.039 97.035 97.067 97.135 97.203 97.270 97.338 97.405 97.473 97.540 97.675 97.813 97.880 97.856 97.914 97.972 98.030 98.125 98.197 98.257 98.301 98.344 98.388 98.431 98.500 98.574 98.674 98.785 98.903 99.021 99.139 99.257 99.354 99.494 99.680 99.611 99.611 99.658 99.704 99.750 99.796 99.842 99.889 99.935 99.981 100.031 100.099 100.142 100.110 100.078 N6017.414
N6012.414 96.799 96.904 97.026 97.115 97.182 97.250 97.318 97.385 97.453 97.520 97.588 97.656 97.723 97.844 97.854 97.876 97.934 97.992 98.050 98.108 98.196 98.249 98.293 98.337 98.380 98.424 98.488 98.573 98.674 98.786 98.904 99.022 99.132 99.229 99.311 99.480 99.682 99.673 99.666 99.707 99.753 99.799 99.846 99.892 99.938 99.984 100.030 100.077 100.123 100.155 100.134 100.102 N6012.414
E8818.738 96.820
E8823.738 96.936
E8828.738 97.135 97.257 97.379 97.474 97.540 97.605 97.670 97.736 97.801 97.867 97.931 97.985 98.022 98.042 98.063 98.084 98.128 98.195 98.242 98.286 98.329 98.373 98.416 98.476 98.572 98.673 98.788 98.906 99.005 99.103 99.186 99.267 99.466 99.672 99.735 99.728 99.757 99.803 99.849 99.895 99.941 99.988 100.034 100.080 100.085 100.119 100.149 100.158 100.126 N6007.414
E8833.738 97.168
E8838.738 97.284
E8843.738 97.400
E8848.738 97.516 97.573 97.611 97.733 97.839 97.905 97.970 98.036 98.101 98.158 98.188 98.209 98.230 98.251 98.272 98.295 98.377 98.369 98.362 98.365 98.409 98.470 98.571 98.672 98.780 98.878 98.976 99.061 99.142 99.247 99.462 99.817 99.828 99.790 99.806 99.852 99.899 99.945 99.991 100.036 100.030 100.044 100.082 100.113 100.143 100.173 100.150 N6002.414 E8853.738
E8858.738 97.748 TBM 1
E8863.738 97.864
E8868.738 97.980 Level 100.00
E8873.738 98.104 98.204 98.270 98.332 98.355 98.376 98.399 98.421 98.443 98.466 98.483 98.556 98.497 98.472 98.491 98.555 98.648 98.714 98.780 98.866 98.950 99.020 99.099 99.253 99.547 99.902 99.968 99.862 99.856 99.902 99.948 99.981 99.975 99.970 100.008 100.046 100.076 100.107 100.137 100.168 100.174 100.142 N5997.414
E8878.738 98.212
E8883.738 98.328
E8888.738 98.442
E8893.738 98.509 98.548 98.541 98.530 98.557 98.584 98.611 98.638 98.657 98.624 98.594 98.607 98.685 98.763 98.782 98.816 98.902 98.997 99.092 99.163 99.275 99.589 99.744 99.810 99.877 99.907 99.926 99.920 99.915 99.931 99.972 100.010 100.040 100.071 100.101 100.131 100.162 100.186 100.169 N5992.414 E8898.738
E8903.738 98.642
E8908.738 98.708
E8913.738 98.775
E8918.738 98.841 98.828 98.812 98.795 98.779 98.771 98.798 98.802 98.817 98.860 98.941 99.036 99.131 99.227 99.306 99.520 99.586 99.679 99.787 99.856 99.860 99.855 99.895 99.936 99.974 100.004 100.034 100.065 100.095 100.125 100.156 100.186 100.186 N5987.414 144.77
E8923.738 98.908
E8928.738 98.974
E8933.738 99.041
E8938.738 99.107 99.140 99.132 99.115 99.099 99.082 99.066 99.050 99.049 99.144 99.240 99.336 99.445 99.553 99.662 99.770 99.780 99.855 99.859 99.900 99.937 99.968 99.998 100.029 100.059 100.089 100.120 100.150 100.180 100.198 N5982.414 E8943.738
E8948.738 99.240
E8953.738 99.307
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193.87 99.436 E8963.738 99.419 99.402 99.386 99.356 99.309 99.414 99.536 99.644 99.697 99.900 99.937 99.958 99.905 99.933 99.962 99.992 100.023 100.053 100.083 100.114 100.144 100.174 100.205 100.198 N5977.414
E8968.738 99.506
E8973.738 99.573
E8978.738 99.639
E8983.738 99.706 99.732 99.722 99.706 99.648 99.659 99.937 99.982 100.018 100.055 99.997 99.946 99.974 100.002 100.030 100.058 100.086 100.114 100.142 100.170 100.199 100.210 N5972.414 E8988.738
E8993.738 99.839
E8998.738 99.905
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E9013.738 100.051
PRIVATE LAND E9018.738 100.086 100.107 100.153 100.064 100.000 100.028 100.067 100.130 100.193 100.256 100.318 100.315 100.291 100.269 N5962.414
E9023.738 100.121
E9028.738 100.157
100.216100.217 100.137 100.147 100.210 100.273 100.336 100.396 100.372 100.348 100.324 100.300 100.286 N5957.414 25.67 E9033.738 100.242
100.331 100.332 100.353 100.416 100.453 100.429 100.405 100.381 100.357 100.332 100.316 E9038.738 N5952.414
E9043.738 100.427 29.44 100.447 100.465 100.511 100.486 100.462 100.438 100.414 100.389 100.365 100.342 N5947.414
E9048.738 100.519
100.562 100.536 100.507 100.478 100.448 100.422 100.398 100.338 N5942.414
E9053.738 100.574
E9058.738 100.537
E9063.738 100.500 100.493 100.472 100.447 100.421 100.396 100.344 100.205 N5937.414
E9068.738 100.462
E9073.738 100.425
E9078.738 100.387 100.379 100.359 100.334 100.279 N5932.414
E9083.738 100.350
E9088.738 100.312
E9093.738 100.275 49.57 N5927.414
E9098.738 YELLANDU TOWN
To Mahbubabad PLOT BOUNDARY DITCH IPE GLOBAL LIMITED IPE GLOBAL HOUSE, B-84, DEFENCE COLONY, NEW DELHI, INDIA WATER BODIES BUILDING OUTLINE (S) PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM CONTROL POINTS TBM TREE IN 31 ULBS UNDER ZONE-Il TELANGANA PBM TELANGANA URBAN FINANCE & CLIENT METALLED ROAD GROUND LEVELS INFRASTRUCTURE DEVELOPMENT 435.448 CORPORATION (TUFIDC) TITLE SCALE 1:2 BUILDING DRAIN (DR & Nala) DESIGNED GKS TOPOGRAPHICAL SURVEY / DRAWN AJ BUND CONTOUR CONTOURING.MAP 0.5 CHECKED GKS
APPROVED AKB ELECTRIC POLE GRID TEXT N1815143.759 NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR ESTIMATE, DPR DATE MAY 2016 AND TENDER PURPOSE ONLY RAILWAY TRACK BORE WELL TOTAL AREA :- 28916.7663 Sqm = 7.1424 Acre DRAWING No.: T.S./ZONE-2/YELLANDU SHEET REV. Note : TOWN/00 1 OF 1 00 1 ALL DIMENSIONS AND HEIGHTS ARE IN METRES. 2 THE NORTH LINE INDICATED IS TRUE NORTH DIRECTION. THIS DRAWING IS A PROPERTY OF IPE GLOBAL PVT. LTD. D AND MUST NOT BE PASSED ON TO ANY JUNGLE AREA PERSON NOT AUTHORISED TO RECEIVE IT NOR BE COPIED OR OTHERWISE MADE USE EITHER IN A3 RELEGIOUS PLACE 3 CONTOURS INTERVAL 0.5 M. & GRID 5.0 M. FULL OR IN PART BY SUCH PERSON OR BODY WITHOUT OUR PRIOR PERMISSION IN WRITING. DETAILS S.NO. DESCRIPTION SIZE AREA 01 MAIN GATE 7 M 02 SECURITY ROOM + SCALE ROOM for WEIGH BRIDGE 4.17X2.7M 11.25 sqm 03 PARKING 15 X 10 M 150 sqm To Kothagudan 04 DG PLATFORM 12 X 5 M 60 sqm 05 TIPPING SHED 15 X 10 M 150 sqm 06 PRE-SORTING SHED 10 X 10M 100 sqm 07 COMPOST PAD 23 X 36M 828sqm 08 MONSOON SHED 5 X 36 M 180 sqm 09 WATER SUMP 3X3X1M 9 m³ 10 LECHATE TANK 2X2X1M 4 m³ 11 PREPARATORY+CURING+ FINISHED PRODUCT GODOWN 15X10M 150 sqm 12 VERMICOMPOSTING SHED 40X17.5M 700 sqm
13 BOUNDARY WALL LENGTH 343 M 14 7.5 M WIDE ROAD 90 M 15 3.5 M WIDE ROAD 281 M 16 GREEN BELT AREA 2085 M² 17 STORM WATER DRAIN LENGTH 322 M 18 LEACHATE COLLECTION LENGTH 192 M 19 SURFACE CLEARING 6761 M²
BY PASS ROAD
12
LEGEND :- BOUNDARY WALL 8 7.5 M WIDE ROAD 10 3.5 M WIDE ROAD MONITORING WELLS 9 GREEN BELT 7 COVERED SHED STORM WATER DRAIN LEACHATE COLLECTION 4
3 6 SCALE 5 4 3 2 1 0 5 10 20 40 5 METER
(YELLANDU TOWN) 2 IPE GLOBAL LIMITED IPE GLOBAL HOUSE, B-84, DEFENCE COLONY, NEW DELHI, INDIA 1 PROJECT PREPARATION OF DPR'S FOR MSWM SYSTEM IN 31 ULBS UNDER ZONE-Il TELANGANA
To Mahbubabad TELANGANA URBAN FINANCE & CLIENT INFRASTRUCTURE DEVELOPMENT CORPORATION (TUFIDC) TITLE SCALE 1:2 TYPICAL LAYOUT DESIGNED GKS DETAILS OF DRAWN AJ LAYOUT PLAN OF ISWM FACILITY CHECKED GKS APPROVED AKB
DATE SEP 2016
DRAWING No.:T.S/ZONE-2/YELLANDU TOWN/1 REV.
NOTE : THIS DRAWING IS TENTATIVE AND IS MEANT FOR 00 ESTIMATE, DPR AND TENDER PURPOSE ONLY
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