table of contents - karnataka municipal data societyfinal swm dpr for kushalnagar under swachh...

Final SWM DPR for Kushalnagar under Swachh Bharat Mission

Tide Technocrats (P) Ltd, Bangalore 1

Table of Contents

Executive Summary…………………………………………………………………………………………………………………14

1. Introduction .......................................................................................................................... 29

1.1 Report Overview ............................................................................................................ 29

1.2 Need for the Project ....................................................................................................... 29

1.3 Scope and Objective of the Project ................................................................................ 31

1.4 Structure of the report ................................................................................................... 32

2 Town Profile .......................................................................................................................... 34

2.1 History ............................................................................................................................ 34

2.2 Location and Topography ............................................................................................... 34

2.3 Demography ................................................................................................................... 35

2.3.1 Population Projection ............................................................................................. 36

2.4 Climatology ..................................................................................................................... 37

2.4.1 Rainfall .................................................................................................................... 37

2.4.2 Temperature ........................................................................................................... 38

2.5 Transportation ................................................................................................................ 40

2.6 Tourist Centers ............................................................................................................... 40

2.7 Urban Local Body ........................................................................................................... 42

2.7.1 Political Setup ......................................................................................................... 42

2.7.2 Ward and Administrative Setup.............................................................................. 43

3 Existing Status of solid waste management Infrastructure .................................................. 45

3.1 Overview of SWM in the ULBs ....................................................................................... 45

3.2 MSW Quantification ....................................................................................................... 46

3.2.1 Waste generation estimate based on generators .................................................. 47

3.2.2 Normative Estimate of Waste Generation ............................................................. 50

3.2.3 Estimation of Waste Quantity using Secondary Transportation Vehicle ............... 51

3.3 MSW Characterisation ................................................................................................... 53

3.3.1 Physical Composition .............................................................................................. 53

3.3.2 Chemical Composition ............................................................................................ 55



3.4 Organization Chart for SWM Division ............................................................................ 55

3.5 Existing MSW Practising ................................................................................................. 56

3.6 Baseline Information ...................................................................................................... 58

3.6.1 MSW Primary Collection ......................................................................................... 58

3.6.2 MSW Storage .......................................................................................................... 58

3.6.3 MSW Secondary Collection & Transportation ........................................................ 58

3.6.4 MSW Processing and Disposal Practise .................................................................. 60

3.6.5 Street Sweeping and Drain Cleaning ...................................................................... 62

3.7 Existing Tariff & Cost Recovery Methods ....................................................................... 63

3.7.1 Past Five/Ten Years Trends ..................................................................................... 63

3.7.2 Cost Recovery Method............................................................................................ 64

4 Project Definition, Concept, Scope and Detailing ................................................................. 65

4.1 Land Availability ............................................................................................................. 65

4.1.1 MSW Collection and Transportation ...................................................................... 65

4.1.2 MSW Processing and Disposal ................................................................................ 65

4.2 Waste Generation Forecast ........................................................................................... 65

4.3 Storage of waste at source ............................................................................................. 66

4.3.1 Households ............................................................................................................. 66

4.3.2 Commercial Establishments / Institutions .............................................................. 68

4.3.3 Hotels & Restaurants .............................................................................................. 68

4.3.4 Vegetable Markets .................................................................................................. 69

4.3.5 Slaughter house, Meat & Fish Markets .................................................................. 69

4.3.6 Hospitals / Clinics / Nursing Homes, etc. ................................................................ 70

4.3.7 Construction and Demolition wastes...................................................................... 71

4.4 Segregation of Recyclables/Non-degradable waste ...................................................... 72

4.5 Proposed COllection and Transporation Strategy ......................................................... 72

4.6 Primary collection of waste ............................................................................................ 74

4.6.1 Modus Operandi ..................................................................................................... 74

4.6.2 Use of small vehicles for direct collection of waste from congested areas ........... 75



4.6.3 Requirement of manpower, requirement of vehicles ............................................ 76

4.7 Street Sweeping ............................................................................................................. 78

4.7.1 Street Sweeping Frequency .................................................................................... 78

4.7.2 Vehicles, tools and equipment to be used for sweeping ....................................... 78

4.7.3 Requirement of manpower .................................................................................... 79

4.7.4 Norms of work ........................................................................................................ 81

4.7.5 Improvement and recommendations on street sweeping and drain cleaning ...... 81

4.8 Temporary waste storage depots for onward transportation of waste ........................ 81

4.9 Transportation of waste ................................................................................................. 81

4.9.1 Transportation of Municipal Solid Waste ............................................................... 81

4.9.2 Transportation of Biomedical waste from hospitals/clinic/nursing homes ........... 82

4.9.3 Transportation of Construction and demolition waste .......................................... 83

4.9.4 Workshop facility for vehicle maintenance ............................................................ 83

4.9.5 Routing of waste and trip requirement .................................................................. 84

4.9.6 Deployment plan for existing vehicles, staff and additional requirements ........... 84

4.9.7 Total requirement of tools/equipment/vehicles .................................................... 84

4.9.8 Manpower requirement for implementation of MSW strategy ............................ 85

4.10 Dry Waste Collection Centres/zero waste management centre................................ 85

4.11 Processing & Disposal options available to ULBs ....................................................... 89

4.11.1 Site profile ............................................................................................................... 89

4.11.2 Concept of IWMF .................................................................................................... 89

4.11.3 Technology Options ................................................................................................ 89

4.11.4 Thermal Processing Technologies ........................................................................... 90

4.11.5 Biological Processing Technologies......................................................................... 90

4.11.6 Physical Processing Technologies ........................................................................... 90

4.11.7 Technology Selection .............................................................................................. 91

4.12 Aerobic Process – Windrow Composting Technology ................................................ 92

4.12.1 Process flow and Material Balance ......................................................................... 92

4.12.2 Layout ...................................................................................................................... 92



4.12.3 Components of IWMF and its capacities ................................................................ 95

4.12.4 Detailed design ....................................................................................................... 98

4.12.5 Leachate from Processing Shed ............................................................................ 103

4.13 Sanitary Landfill ........................................................................................................ 103

4.13.1 Landfill Design Requirements and Standards ....................................................... 105

4.13.2 Tests and Samples during Construction of the Sealing Systems .......................... 109

4.13.3 Design &Area Requirement .................................................................................. 112

4.13.4 Leachate from Landfill .......................................................................................... 114

4.14 Leachate Treatment plant - Planted Gravel Filter .................................................... 114

4.15 Disposal of Industrial waste ...................................................................................... 116

4.16 Disposal of Biomedical waste ................................................................................... 116

4.17 Disposal of Slaughter House ..................................................................................... 116

4.18 Remediation of Existing MSW at Dumpsite ............................................................. 116

4.19 Smart Monitoring and Control of MSW Operations ................................................ 117

4.19.1 GPS (Global Positioning System) ........................................................................... 117

4.19.2 RFID, GPS, GIS and GSM technologies .................................................................. 118

4.20 Legal Aspects ............................................................................................................ 118

4.20.1 Introduction .......................................................................................................... 118

4.20.2 Proposed Provisions .............................................................................................. 119

4.21 Health Aspects .......................................................................................................... 121

4.21.1 Special Attention to Slums and Traditional Dirty Areas ....................................... 121

4.21.2 Implementation of Low Cost Sanitation Program to Prevent Open Defecation .. 122

4.21.3 Covering of Buildings under Construction ............................................................ 122

4.21.4 Cattle & Pig Nuisance ............................................................................................ 122

4.21.5 Health Monitoring for Sanitation Workers ........................................................... 123

4.21.6 Prevent In-discriminate Use of Pesticides ............................................................ 123

5 Project Cost ......................................................................................................................... 124

5.1 Cost estimate for Land Acquisition .............................................................................. 124

5.2 Capital cost estimate for Collection and Transportation ............................................. 124



5.3 Capital cost estimate for Processing Facility ................................................................ 125

5.4 Capital cost estimate for Recycling Facility .................................................................. 125

5.5 Capital cost estimate for Leachate Treatment Facility ................................................ 126

5.6 Capital cost estimate for Disposal ................................................................................ 126

5.7 Capital cost estimate for COmmon Facilities ............................................................... 126

5.8 Capital cost estimate for Public Awareness Programme ............................................. 127

5.9 Capital cost estimate for Social Forestry and Crop Demonstration............................. 128

5.10 Capital cost estimate for Dry Waste Colelction Centre ............................................ 128

5.11 Summary of Capital cost for Integrated SOlid Waste Management ........................ 128

6 Project Institution Framework ............................................................................................ 130

6.1 Roles of different institutions ...................................................................................... 130

6.1.1 Citizens .................................................................................................................. 130

6.1.2 NGO participations/Informal Sectors ................................................................... 130

6.1.3 Private Sector ........................................................................................................ 130

6.1.4 ULB SWM staffs ..................................................................................................... 130

6.2 Implementation Plan .................................................................................................... 131

6.2.1 Option 1 – Service delivery by TP ......................................................................... 131

6.2.2 Option 2 –Service delivery through private operator(s) with TP playing the role of

a facilitator .......................................................................................................................... 131

6.2.3 Implementation “Packages” for implementation of SWM activities ................... 133

7 Project Financial STructuring .............................................................................................. 134

7.1 Overall Financial Structuring of the Project ................................................................. 134

7.2 Review of OPtions ........................................................................................................ 134

7.2.1 Institutional Dept .................................................................................................. 134

8 Project Phasing.................................................................................................................... 135

8.1 Schedule for bringing in STate level and ULB level contricutions to the Porject ......... 135

8.2 Schedule for obtaining all clearances .......................................................................... 135

8.3 Schedule for Shifting Utilities ....................................................................................... 135

8.4 PERT Chart/CPM Diagram ............................................................................................ 135



8.5 Schedule for Tendering/Selection for procurement of services/Equipments/Vehicles

135

8.5.1 Tendering Schedule/Selection of Procurement of services ................................. 135

9 Project O&M ....................................................................................................................... 137

10 Project Benefits Assessment ............................................................................................... 141

10.1 Benefits from the societal perspective ..................................................................... 141

10.2 List of negative externalities ..................................................................................... 144

10.3 Economic internal rate of return .............................................................................. 145

11 Public Awareness ................................................................................................................ 146

11.1 Introduction .............................................................................................................. 146

11.2 Reduce, Reuse and recycle (R-R-R) ........................................................................... 146

11.2.1 Recycling of waste by all concerned ..................................................................... 146

11.2.2 Reuse ..................................................................................................................... 147

11.2.3 Recycling ............................................................................................................... 147

11.3 Public participation ................................................................................................... 147

11.3.1 Finding out optional solutions .............................................................................. 148

11.3.2 Consult community on options available ............................................................. 148

11.4 Public Information Education, Communication and Awareness Programs ............. 149

11.4.1 Public Education .................................................................................................... 149

11.4.2 Group Education ................................................................................................... 149

11.4.3 Mass Education ..................................................................................................... 150

A.1 Survey of Waste Generators ................................................................................................. 152

A.2 Waste Quantification Study .................................................................................................. 157

A.3. Waste Characterization Study ............................................................................................. 158

A.3.1. Physical Composition of Waste - Dumpsite.............................................................. 158

A.3.2. Chemical Characterization ........................................................................................ 160

A.4. Drawings .............................................................................................................................. 161

A.5. Detailed Estimation ............................................................................................................. 162

A.5.1. Detailed Estimation for Collection and Transportation ........................................... 162



A.5.2. Detailed Estimation for Processing Facility – Civil works ......................................... 166

A.5.3. Detailed Estimation for Processing Facility – Machineries, Tools and Equipments . 172

A.5.4. Detailed Estimation for Recycling Facility ................................................................ 175

A.5.5. Detailed Estimation for Leachate Treatment Facility – Planted Gravel Filter .......... 176

A.5.6. Detailed Estimation for Leachate Collection Tank – Windrow Pad.......................... 181

A.5.7. Detailed Estimation for Sanitary Landfill Facility ...................................................... 186

A.5.8. Detailed Estimation for Common Facility – Office building cum Weigh Bridge Room

............................................................................................................................................. 199

A.5.9. Detailed Estimation for Common Facility – Two Seater Toilet Block ....................... 213

A.5.10. Detailed Estimation for Common Facility – Septic Tank ........................................ 222

A.5.11. Detailed Estimation for Common Facility – Rain Water Harvesting ...................... 227

A.5.12. Detailed Estimation for Common Facility – Deep Burial Facility ............................ 230

A.5.13. Detailed Estimation for Common Facility – Drain .................................................. 231

A.5.14. Detailed Estimation for Common Facility – Internal Road – 5m wide ................... 234

A.5.15. Detailed Estimation for Common Facility – Compound wall ................................. 237

A.5.16. Detailed Estimation for Common Facility – Weigh Bridge Pit ................................ 241

A.5.17. Detailed Estimation for Common Facility - Tools and Equipment’s ....................... 244

A.5.17. Detailed Estimation for Awareness Programme and IEC ....................................... 245

A.5.18. Detailed Estimation for Social Forestry and Crop Demonstration ......................... 246

A.5.19. Detailed Estimation for Dry Waste Collection Centre ............................................ 247

A.5.20. Detailed Estimation of Dry Waste Collection Centre – Tools and Equipment’s..... 254

A.6. Quotations ........................................................................................................................... 255

A.6.1. List of Quotations ..................................................................................................... 255

A.7. Census of India 2011 – District Census Handbook, Kodagu ................................................ 256

A.7.1 District Primary Census Abstract ................................................................................... 256

A.7.2 Urban PCA – Town wise Primary Census Abstract ........................................................ 259

A.8. Karnataka High Court Order for Waste Segregation ........................................................... 260

A.9. TP comments from DRaft DPR of MSW under SBM ............................................................ 261



List of Exhibits

Exhibit 1: Material Balance of Processing Facility ........................................................................ 23

Exhibit 1-1: Kushalnagar Summary ............................................................................................... 30

Exhibit 1-2: Chapters of the DPR ................................................................................................... 32

Exhibit 2-1: Google Map of the Kushalnagar ................................................................................ 34

Exhibit 2-2: Topology of Kushalnagar ........................................................................................... 34

Exhibit 2-3: Population trends in Kushalnagar.............................................................................. 35

Exhibit 2-4: Ward level Population and Households of Kushalnagar in Census 2011 .................. 36

Exhibit 2-5: Projected Design Population of Kushalnagar ............................................................ 37

Exhibit 2-6: Monthly Rainfall of Kushalnagar ............................................................................... 38

Exhibit 2-7: Graphical Representation of Monthly Rainfall of Kushalnagar ................................. 38

Exhibit 2-8: Monthly Temperature of Kushalnagar ...................................................................... 39

Exhibit 2-9: Graphical Representation of Monthly Temperature of Kushalnagar ........................ 39

Exhibit 2-10: Political Chart of Kushalnagar .................................................................................. 42

Exhibit 2-11: Organization Chart of Kushalnagar .......................................................................... 43

Exhibit 2-12: Photographs of Meeting with Officials .................................................................... 44

Exhibit 3-1: Revenue payment: Revised budget estimate for 2014-15 for SWM in Budget Year

2015-16 ......................................................................................................................................... 45

Exhibit 3-2: Capital payment: Revised budget estimate for 2014-15 for SWM in Budget Year

2015-16 ......................................................................................................................................... 46

Exhibit 3-3: Estimation of Waste Quantity from Waste Generators ............................................ 48

Exhibit 3-4: Google Image for Location of Kushalnagar TP and Neighbouring Villages ............... 49

Exhibit 3-5: Distance and Waste Generation of neighbouring Villages and Kushalnagar Town .. 49

Exhibit 3-6: Graphical Representation of Waste Quantity from Waste Generators .................... 50

Exhibit 3-7: Photographs of Waste Generator Sampling Study .................................................... 50

Exhibit 3-8: Estimation of Waste Quantity from Secondary Transportation Vehicles ................. 51

Exhibit 3-9: Data on Transportation of Waste to Disposal Site .................................................... 51

Exhibit 3-10: Photographs of Waste Quantification Study ........................................................... 52

Exhibit 3-11: Physical Composition of Waste in % - Dumpsite Fresh Sample .............................. 53



Exhibit 3-12: Photographs of Physical Composition of waste – Dumpsite Sample ...................... 54

Exhibit 3-13: Chemical Composition of Waste ............................................................................. 55

Exhibit 3-14: Organization Chart for SWM Division ...................................................................... 56

Exhibit 3-15: Staffing details of Kushalnagar ................................................................................ 56

Exhibit 3-16: Process Chart for Current MSW Practices in Kushalnagar ...................................... 57

Exhibit 3-17: Flow Chart on Transportation Mechanism .............................................................. 59

Exhibit 3-18: Details of Vehicle Involved in Transportation of Waste .......................................... 59

Exhibit 3-19: Google Image of Kushalnagar Dumpsite ................................................................. 60

Exhibit 3-20: List of Existing Available Facilities at Dumpsite ....................................................... 61

Exhibit 3-21: Photographs of Existing Available Facilities at Dumpsite ........................................ 61

Exhibit 3-22: Frequency of Street Sweeping in Kushalnagar Town .............................................. 63

Exhibit 3-23: User Fee/Collection fee for SWM in 2014 ............................................................... 63

Exhibit 4-1: Estimation of Waste Generation and Projection ....................................................... 66

Exhibit 4-2: Requirement of Dust Bins and Sacks for source Segregation ................................... 67

Exhibit 4-3: Proposed Collection and Transportation System ...................................................... 73

Exhibit 4-4: Requirement of Primary Collection Vehicles ............................................................. 77

Exhibit 4-5: Manpower Requirement for Primary Collection Activities ....................................... 77

Exhibit 4-6: Tools for Street Cleaning Activities ............................................................................ 78

Exhibit 4-7: Total Number of PKs and Vehicles required for Street Sweeping ............................. 80

Exhibit 4-8: Estimation of Secondary Transportation Vehicles .................................................... 82

Exhibit 4-9: Requirement of Vehicles ........................................................................................... 84

Exhibit 4-10: Requirement of Manpower for Collection and Transportation .............................. 85

Exhibit 4-11: Handling of Dry/Inorganic Waste in Dry Waste Collection Centre ......................... 86

Exhibit 4-12: Approximate market rate of Recoverable from waste ........................................... 87

Exhibit 4-13: Dry Waste Collection Centre Model ........................................................................ 88

Exhibit 4-14: Technological Options for MSW processing in different categories ....................... 89

Exhibit 4-15: Technological Options for MSW Processing in Different Categories ...................... 92

Exhibit 4-16: Material Balance of Processing Facility ................................................................... 94

Exhibit 4-17: List of Proposed Facilities at Site ............................................................................. 95



Exhibit 4-18: List of Proposed Machineries, Tools and Equipment at Processing Facility and Dry

waste collection centre ................................................................................................................. 95

Exhibit 4-19: Details of Common Facilities Proposed at Site ........................................................ 97

Exhibit 4-20: Area Requirement of Aerobic Composting Process and Recycling unit ................ 101

Exhibit 4-21: Leachate Generation from Waste Processing & Compost Area............................ 103

Exhibit 4-22: Area Requirement for Sanitary Landfill ................................................................. 112

Exhibit 4-23: Leachate Generation from Sanitary Landfill .......................................................... 114

Exhibit 4-24: Total Leachate Generation & sizing of Leachate Collection Tank ......................... 114

Exhibit 4-25: Constructed Wetlands ........................................................................................... 115

Exhibit 4-26: Sizing of Planted Gravel filter for Leachate ........................................................... 115

Exhibit 4-27: Assessment of Existing MSW Quantity at Dumpsite ............................................. 117

Exhibit 5-1: Capital Cost Estimation for Collection and Transportation ..................................... 124

Exhibit 5-2: Capital Cost Estimation for Processing Facility ........................................................ 125

Exhibit 5-3: Capital Cost Estimation for Recycling Facility .......................................................... 126

Exhibit 5-4: Capital Cost Estimation for Leachate Treatment Facility ........................................ 126

Exhibit 5-5: Capital Cost Estimation for Sanitary Landfill Facility ............................................... 126

Exhibit 5-6: Capital Cost Estimation for Common Facility .......................................................... 127

Exhibit 5-7: Capital Cost Estimation for Public Awareness Programme ..................................... 127

Exhibit 5-8: Capital Cost Estimation for Social Forestry and Crop Demonstration .................... 128

Exhibit 5-9: Capital Cost Estimation for Dry Waste Collection Centre ....................................... 128

Exhibit 5-10: Summary of Project Cost ....................................................................................... 129

Exhibit 6-1: Options for Implementation of MSW ...................................................................... 131

Exhibit 7-1: Financial Structuring of the Project ......................................................................... 134

Exhibit 8-1: Schedule for obtaining clearances ........................................................................... 135

Exhibit 9-1: Operations and Management cost of proposed MSWM ........................................ 137

Exhibit 9-2: Revenue by sale of Compost and By-Products ........................................................ 138

Exhibit 9-3: Revenue Generation by user fee collection for the year 2017-18 .......................... 138

Exhibit 9-4: Proposed SWM user fees for next 5 years .............................................................. 139

Exhibit 9-5: Financing of O&M expenses for the MSWM services ............................................. 139



Exhibit 10-1: Social Benefits and Quantitative Impacts .............................................................. 141

Exhibit 10-2: Negative Externalities and Impacts ....................................................................... 144



Acronyms

APM Arithmetic Progression Method

BOD Biological Oxygen Demand

CLF Compact Fluorescent Lamp

COD Chemical Oxygen Demand

CPCB Central Pollution Control Board

CPHEEO Central Public Health and Environmental Engineering, Organization

DMA Directorate of Municipal Administration, Government of Karnataka

DPR Detailed Project Report

EIA Environmental Impact Assessment

FCO Fertilizer Control Order

GCL Geo synthetic Clay Liner

GIS Geographical Information System

GL Ground Level

GPM Geometric Progression Method

GPS Global Positioning System

GSM Global System Mobile

HDPE High Density Polyethylene

HF Horizontal Flow

HP Horse Power

IEC Information, Education and Communication

IIM Incremental Increase Method

IWMF Integrated Waste Management Facility

LEL Lower Explosive Limit

LS Lumpsum

MIS Management Information System

MLA Member of Legislative Assembly

MLC Member of Legislative Corporation



MP Member of Parliament

MRF Material Recovery Facility

MSW Municipal Solid Waste

MSWM Municipal Solid Waste Management

NGO Non-Government Organisation

O&M Operation and Maintenance

PGF Planted Gravel Filter

Pk Pourakarmikas

PVC Poly Vinyl Chloride

RDF Refuse Derived Fuel

RFID Radio Frequency Identification

RWA Resident Welfare Association

SBM Swachh Bharat Mission

SBM-U Swachh Bharat Mission - Urban

SLF Sanitary Landfill

SWM Solid Waste Management

TP Town Panchayat

TPD Tons per day

TPH Tones per hour

TTPL Tide Technocrats Private Limited

ULB Urban Local Body

VF Vertical Flow

WBM Water Bound Macadam



Executive Summary

1. About town

Kushalnagar is a Town Panchayat located in Kodagu District, on the banks of Kaveri River, in the

state of Karnataka, India. The town is located on Bantwal - Mysore state highway 88.

Kushalnagar is at a distance of 80Kms from Mysore and 30 Kms from Madikeri. Kushalnagar is

located at 12.47°N 75.97°E. It has an average elevation of 831 metres. The Town Panchayat of

Kushalnagar has a population of about 15,326 as per 2011 census and an area of 18.5 km². The

road length of the town is 24 km. The number of households in the town is 3,788 households.

A brief information of the town is provided in the table below

Population 2011 18,249

Population (2016) 20,042

Area in Sq. kms 18.5Sq Km

No. of wards 16 wards

Total no. of households 4,594

Total no. of commercial establishments 1,725

No. of Bulk waste generators such as Marriage halls

Markets Hotels

Institutions

06 01 119 20

Road length in Kms - A Type (< 10%) - B Type - C Type - D Type - Total Road length

6 km 10kms 12kms 20 Kms 48 km

2. Existing SWM in Kushalnagar

2.1 Waste generation and collection estimate

The total municipal waste generation as per generator based assessment (sum of waste

collected from Households, Commercial establishments, Markets and street sweeping) in

Kushalnagar town is estimated to be about 10.7 tons per day (TPD) which is quite high due to



disposal of waste generation from village namely Kudumangallore at Kushalnagar town

informally. The normative estimate is about 10.1 tons per day (Total Population * Per Capita

waste). The waste generation of 10.7 tons per day is adopted as a realistic waste generation. An

average of about 7.09 tons per day of waste is collected. The collection efficiency is about 66%.

2.2 Waste generation by generator type

About 10 major waste generators were identified for estimating quantity of waste generated in

the town. The amount of waste generated by different generators is estimated as follows.

S. No. Waste Generators No of Generators

Avg. waste per day in Kg

Total waste in Kg

Total waste in Tonnes

1 Household 2979 1.3 3783.33 3.78

2 Commercial establishments

1565 1.1 1784.10 1.78

3 Slum 1615 0.8 1211.25 1.21

4 Hotels 119 4.6 547.40 0.55

5 Meat/Chicken shops/Slaughter house

58 4.4 255.00 0.26

6 Institutions 20 3.6 72.00 0.07

7 Veg. Markets 1 30.3 30.30 0.03

8 Petty Shops 160 0.5 80.00 0.08

9 Street Sweeping

Type A 6.0 40.0 240.00 0.24

Type B 10.0 21.0 210.00 0.21

Type C 12.0 10.0 120.00 0.12

Type D 20.0 7.4 148.00 0.15

10 Miscellaneous waste 5%

333.69 0.33

Total waste generated at Kushalnagar Town 8815.07 8.82

Total waste generated at Kudumangalore Village 1895.00 1.90

Total 10710.07 10.71

C&D waste 0.69

2.3 Characterization of waste

2.3.1 Physical and Chemical properties of waste collected



S. No.

Physical Characteristics Chemical Characteristics

Components Average Components Results

1 Food Waste 9.13 Moisture Content 6.42%

2 Tree/Fruit/Flower Waste 19.68 pH of 10% Solution 8.32

3 Grass and Leaf Waste 15.94 Total Nitrogen (N) 0.28%

4 Plastic Containers & Packaging

9.03 Total Phosphates (P2O5) 0.44%

5 Paper, Cardboard & Cartons 8.82 Potash (K2O) 0.62%

6 Rubber 1.77 Organic Carbon 6.92%

7 Rags/Clothes 6.97 Carbon: Nitrogen Ratio (C : N) 24.71: 1

8 Wood 3.41 Gross Calorific Value in Cal/gm 240.00

9 Metals 0.80

10 Glass 6.35

11 Inerts 17.23

12 Electronic waste/batteries/Bulbs

0.88

13 Bio-Medical waste 0.00

Total 100.00

2.4 Present system of waste management

Estimated waste generation is about 10.7 TPD and about 7.09 TPD of waste collected is with

efficiency of about 66%. The Landfill site is about 7 acres 15 guntas located in Buvanagiri

located in 12°30'56.92"N and 75°57'21.83"E, at a distance of about 11 km from the town

center. The details of quantification study is provided as below

S. No. Type of Vehicle Number of Vehicle

Number of Trips per day

Weight in tons Average in tons 04/12/15 05/12/15 06/12/15

1 Tractor Trailer 1 2 2.32 1.73 1.86 1.97

2 Tractor Trailer 1 2 2.26 3.50 1.81 2.52

3 Tractor Trailer 1 1 0.00 4.29 3.51 2.60

Total 3 5 4.58 9.52 7.18 7.09

2.4.1 Collection infrastructure

Collection, sweeping and drain cleaning is managed by the TP through pourakarmikas and

contract workers. About 33 staffs have been deployed for sweeping, collection and drain

cleaning. Secondary transportation is managed by TP and 8 drivers have been deployed for



vehicles. The vehicles and equipment used for collection and transportation are Tractor

Trailers-3 and Auto tipper-5.

2.4.2 Transport

2.4.3 Processing and Disposing

Kushalnagar TP has set up MSW disposing site at Buvanagiri. The total area of the landfill site is

about 7 acres 12 guntas. The waste is brought to the depot by tractor trailers and auto tipper.

No front end loader is deployed to form heaps of the wastes and it is spread over the area

where the waste has been dumped. Rag pickers operate inside the site, they collect recyclable

waste like plastic covers, plastic utensils, metal pieces if any and glass bottles. These rag pickers

are not authorized but have been permitted to pick waste from dumpsite. They do not

segregate waste into degradable or non-biodegradable waste but just pick the waste can be

sold in scrap shops.

2.4.4 Bio- medical waste

Kushalnagar town has about 25 numbers of bio medical waste generators including nursing

homes and clinics. There is an existing system of waste storage, collection, transport and

processing as per the biomedical waste handling rules. Bio-medical waste generated by

Hospitals and clinics is separately collected by private agency called M/s. Shree Consultants

which has a common processing facility located at Mysore, Karnataka. The collection of

biomedical waste from Kushalnagar town will be done in weekly twice by using 4 wheeled truck

with covered body.



2.4.5 Cost of waste management

The TP collects a fee of Rs. 10 per month from all household and Rs.30 per month from all the

commercial establishment waste generators from where they collect wastes. The fee collected

is used for maintenance of vehicle and to pay salaries to personnel involved.

User Fee/Collection fee for SWM in 2014-2015

S. No. Particulars No. of Units Collection Efficiency

Price / Month/ Unit

Amount Rs. Per Month

1 Household 3,788.00 70% 10.00 26,516.00

2 Commercial 1,827.00 70% 30.00 38,367.00

Total 40.00 64,883.00

2.4.6 Total expenditure incurred on SWM and total revenue generated at present.

i. Expenditure details

Activities Expenditure in lakhs

Salary for permanent Pks 32.4

Wages for outsource Pks 35.58

Wages for outsource drivers 4.50

Vehicle running & Maintenance cost 11.21

Consumables 3.00

Total 86.69 lakhs

ii. Revenue details

Particulars Amount (Rs. in lakhs)

2016-17

% of Property tax reserved towards SWM and cleaning activities 8.22

SWM Cess 7.78

Sale of compost, recyclables, RDF etc -

Components of Town planning Fee, advertisement tax, birth / death certificate fee etc towards SWM and cleaning activities

0.20

Fines and fees available for SWM and cleaning activities -

Others -

Total 16.2 lakhs

3. Proposed Plan for Management of MSW

3.1 Collection infrastructure



The proposed plan recommends 100% door to door collection system of segregated waste. The

Door to door collection systems would be collected daily through the use of auto tipper for wet

and dry waste; and wet waste collected would be transferred to compactor which shall be

transported directly to the processing facility. The dry waste, hazardous and sanitary waste is

collected through auto tipper and transported directly to dry waste collection centre. 100% of

meat/chicken/slaughter house waste would need to be covered using wet/dry waste collection

auto tipper as separate trip after 11 am. Street sweeping silt would be directly transferred to

low lying area/sanitary landfill after smart segregation on site by sweepers using tractor trailer.

Existing tractor trailers and pushcarts in use at present would be continued to use for sweeping

and C&D waste collection and five auto tippers in use at present would be continued to use for

collection and transportation.

• 2 additional auto tippers have to be purchased

• 1 compactor is to be purchased for secondary transportation

3.2 Transport

The segregated wet waste would be transported processing facility located in Buvanagiri

through compactor and the inert from the processing facility would be disposed into the

sanitary landfill. The dry waste collected would be directly transported through auto tipper to

dry waste collection centre.

The silt from street sweeping activity would be transferred to the low lying area/sanitary landfill

facility by way of tractor trailers after manual smart segregation on the streets. The tractor

trailers in use at present would be restricted to be used for street sweeping, C&D waste and at

the composting plant but not to be used for transport of municipal wastes.

Proposed Micro-planning of door-to-door collection vehicles Autotippers

Sn

Vehicle no.

Trips/day

Ward no

Street name

generators covered

Quantity of waste

Disposal centre



1 Auto tipper No.1

3 1,2

Rasool badavane, vivekananda badavane, Thiyagaraja road, Kempamma badavane, Kalamma colony, Nethaji badavane

973 2,549 Processing/DWCC

2 Auto tipper No.2

3 3,13

Singaramma badavane, Shylaja badavane, IB road right side, Chowde Gowda badavane, housing board, Thomas badavane

995 2607 Processing/DWCC

3 Auto tipper No.3

3 4,5 Dandinpet, Havabi badavane, Shanthi marga, BM road left side, Bapuji badavane, town colony


4 Auto tipper No.4

3 6,10

Avadhani badavane, Basappa badavane, Sai layout, Somvarpet road right side, Iyyappa temple road, Dandinpet main road, BM road left side


5 Auto tipper No.5

3 7,8,9

Balamuri temple full, Shivarama karanth badavane, maruthi badavane, bypass road right&left side, Dr.S.Radhakrishna badavane, Town panchayath office, Kavari badavane


6 Auto tipper No.6

3 11,12

Bayachanahalli, Kaveri badavane,

Raita bhavan, BM road right side 954 2499

Processing/DWCC

7 Auto tipper No.7

3 14,15,16

HRP colony quarters, Nehru

badavane, water supply board guest

house, Gandada kote road right side,

Gundurao badavane, RK layout,

Yogananda badavane, Bhavani

badavane, Nizamuddin badavane


100% of meat/chicken/slaughter house waste would need to be covered using wet/dry waste collection auto tipper as separate trip after 11 am. The details of the vehicles and equipment’s recommended for Kushalnagara are as below



S.N Type of Vehicles Proposed Existing no’s

To Procure

Rate Amount

C&T

1 Containers of 10 Lit capacity

8310 0 8310 160 1329600

2 HDPE Sacks 4155 0 4155 17 70635

3 Auto tippers / Mini tippers 7 5 2 520000 1040000

4 Compactor 1 0 1 2900000 2900000

5 GPS tracking system 10 0 10 15000 150000

6 Sound box, mic set 7 0 7 5180 36260

Processing Site

7 Baling machines set including bins

1 0 1 587500 587500

8 Tractor trailers 1 1 0 792000 0

9 High raised Trailers 1 0 1 250000 250000

10 Front end loader (backhoe) 1 0 1 2364000 2364000

11 Screening machines (trommel) 35 mm/ 16mm/4mm

1 0 1 6700000 6700000

12 Tools, Baskets, sieving kit etc

1 0 1 50000 50000

13 Bagging tools and Equipment’s

2 0 2 35000 70000

14 DWCC tools & equipment’s 1set 0 1 31969 31969

15 Common facilities

647495 647495

16 Crop Demonstration and social forestry

347910 347910

17 Total

1,65,75,369.00

Contingency of 3%

0 3% 4,97,261.07

Awareness

0 0 202300 2,02,300.00

Grand total

0

1,72,74,930.07

Amount in Lakhs

172.75

3.3 Processing and Disposal

3.3.1 Technology Selection

Based on the above analysis it is recommended to have aerobic windrow composting based

waste management facility. The existing vermin compost can also be used at time to time. This

would be supported by the recycling of plastics and other in organics. This technology



proposed is simple and easy to implement with potential to meet the overall objectives of

waste management elucidated above. This is cost effective.

3.3.2 Design requirement for Processing and Disposal plan

The Integrated waste management facility has been designed for a capacity of 16.9 tons per day

for the design period 2020 (Five years period) for Kushalnagar Town, Mullusoge village and

Kudumangalore village and also in consideration of direct waste disposal of Kudige village at

processing facility. Out of total waste 25 % of dry waste i.e. 4.2 TPD considered as direct

transport to dry waste collection centre and 15% of street sweeping waste about 2.5 TPD

considered as direct transport to low lying areas. The remaining 10.1 TPD of waste is considered

for plant design capacity. The processing facilities are windrow composting of 10.1 TPD and RDF

material of 3.8 TPD capacities.

Technological Options for MSW Processing in Different Categories

Particulars Unit Quantity

Design Year (Five years period) Year 2022

Projected waste for Kushalnagar and Kudumangalore TPD 14.4

Projected waste for Kudige (direct disposal at processing facility) TPD 2.5

Total Waste TPD 16.9

25% of dry waste considered as direct transport to DWC TPD 4.2

15% of Sweeping waste considered as direct transport to low lying area

TPD 2.5

Plant Design Capacity TPD 10.1

Processing Facility

Windrow Composting TPD 10.1

Material Recovery Facility

Refuse Derived Fuel Plant TPD 3.8



Exhibit 1: Material Balance of Processing Facility

RDF (3.8 TPD)

Recyclables (1.7 TPD)

SLF (1.0 + 1.2) TPD

1.0 TPD

Semi-automated Sorting

(2.5+2.3 TPD) Dry Waste

Collection Centre ( 4.2 TPD) 2.3 TPD

3.1 TPD

Weighment of MSW at site

(10.1 TPD)

6.6 TPD 3.5 TPD for 35 days Aerobic Compost

(40% moisture loss)

Designated C&D disposal

area (2.5 TPD)

1.2 TPD

11.7 TPD

16.9 TPD

Reused as culture (0.7

TPD)



3.3.3 Construction and Demolition Waste

It is the responsibility of any generator of construction and demolition debris to employ

reasonable and practical means, including source reduction, reuse or recycling, in order to

prevent construction and demolition debris from being disposed finally in low lying areas.

Municipalities may introduce permits system which enable obtaining permits with a

monetary deposit that allows for the tracking of C&D waste.

The construction debris should be disposed off in low lying areas. The TP shall identify the

dedicated low lying area/ location for dumping of construction debris. The existing tractor

trailer in the TP shall use for transportation of C & D waste.

3.3.4 Bio- medical waste

Bio-medical waste generated by Hospitals and clinics is separately collected and transported

by private agency called M/s Shree Consultants which has a common processing facility

located at Mysore, Karnataka. The collection of biomedical waste from Kushalnagar town is

done weekly twice by using 4 wheeled truck with covered body. The existing system for Bio

medical waste is adequate for the town and is recommended to be continued. TP should

ensure that all the bio medical waste generating units come under this mechanism and the

existing biomedical waste processing unit shall be made operational.

3.3.5 Capital cost for integrated solid waste management

S. No.

Description Total Estimated Amount

Contingency - 3%

Grand Total

1 Awareness and IEC ₹ 2,02,300.00 ₹ 0.00 ₹ 2,02,300.00

2 Collection & Transport ₹ 55,26,495.00 ₹ 1,65,794.85 ₹ 56,92,289.85

3 Processing Facilities ₹ 1,81,76,919.13 ₹ 5,45,307.57 ₹ 1,87,22,226.70

4 Sanitary Landfill Facilities ₹ 37,62,297.00 ₹ 1,12,868.91 ₹ 38,75,165.91

5 Recycling facilities ₹ 5,87,500.00 ₹ 17,625.00 ₹ 6,05,125.00

6 Common Facilities ₹ 62,35,545.00 ₹ 1,87,066.35 ₹ 64,22,611.35

7 Leachate Treatment Facility ₹ 4,66,725.81 ₹ 14,001.77 ₹ 4,80,727.58

8 Social Forestry and Crop Demonstration

₹ 3,47,910.00 ₹ 10,437.30 ₹ 3,58,347.30

9 Dry Waste Collection Centre ₹ 7,23,971.00 ₹ 21,719.13 ₹ 7,45,690.13

Total Estimated Amount ₹ 3,60,29,662.94 ₹ 10,74,820.89 ₹ 3,71,04,483.82

3.3.6 Operation and Management cost of proposed MSWM



S. No

Particular No. Unit cost Unit Monthly expenses

Yearly expenses

1 Man power cost Salaries for staff

Plant Operator 1 20,000.00 Nos. 20,000.00 2,40,000.00

PK at Processing Facility 6 16,105.01 Nos. 96,630.04 11,59,560.52

Drivers for backhoe & Tractor trailer

2 14,416.03 Nos. 28,832.07 3,45,984.82

Security cum weighbridge operator

1 12,512.50 Nos. 12,512.50 1,50,150.00

Drivers for Auto tipper/Mini tipper

7 13,831.39 Nos. 96,819.73 11,61,836.73

Drivers for Compactor 1 14,416.03 Nos. 14,416.03 1,72,992.41

Drivers for Tractor Trailer for street sweeping, C&D

2 13,831.39 Nos. 27,662.78 3,31,953.35

Pk at Dry waste collection centre

2 16,105.01 Nos. 32,210.01 3,86,520.17

O/S PKs for Auto tipper 4 16,105.01 Nos.

64420.02864

773040.3437

O/S PKs for Compactor 1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S Loaders for tractors 6 16,105.01 Nos. 96,630.04 11,59,560.52

O/S PKs for street sweeping-Type A

1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S PKs for street sweeping-Type B

1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S PKs for street sweeping-Type C

1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S PKs for street sweeping-Type D

1 16,105.01 Nos. 16,105.01 1,93,260.09

Permanent staff

Health inspector 1 20,000.00 Nos. 20,000 2,40,000.00

Supervisor 1 22,000.00 Nos. 22,000 2,64,000.00

Pks (sweeping, D2D) 12 22,500.00 Nos. 2,70,000 32,40,000

2 Fuel and power

60.00 Rs. /lit

Auto tipper 7 5.00 L/day 63,000 7,56,000.00

Compactor 1 15.00 L/day 27,000 3,24,000.00

Tractors Trailer 3 10.00 L/day 54,000 6,48,000.00

Backhoe Loader 1 25.00 L/day 45,000 5,40,000.00

3 Power

LS

10,000 1,20,000.00

4 Additives and Chemicals 14 100.00 Rs/TPD 42,000 5,04,000.00

5 Tools/Safety equipment’s

35 3,000.00 set/yr 8,750.00 1,05,000.00

6 Baggage and packing cost

2 300.00 Rs/TPD 13,770 1,65,240.00



7 Transportation of finished products

2.64 300.00 Rs/TPD 23,715 2,84,580.00

8 Office cost

LS Rs 10,000 1,20,000.00

9 Maintenance on civil works

17274930.07

2% on Civil cost

Rs 28,791.55 3,45,498.60

10 Maintenance on electrical & mechanical equipment’s

7467495

8% on electrical and mechanical works

Rs 49,783 5,97,399.60

11 Vehicle Maintenance Cost

6554000 5% on vehicle cost

Rs 65,540 7,86,480.00

12 Misc

LS Rs 10,000 1,20,000.00

Total 13,34,00 1,60,08,097

Estimated cost per ton of the waste

S.No Particulars Total Estimated Amount TPD Amount per

Ton

1 Capital cost 37104483.82 16.9 21,95,531.59

2 Operation and Maintenance cost 1,60,08,097.49 16.9 2595.14

3.6 Financing of O&M expenses and projected expenses for the MSWM services

3.6.1 Revenue Generation by Compost and recyclables for the year 2017-18

S. No.

Particulars Quantity in TPD

Unit Cost Amount in Rs. per month Amount in Rs. per annum

A Sales

1 Compost 1.53 2,500.00 1,14,750.00 13,77,000.00

2 Recyclables 1.1 300.00 331.50 3,978.00

3 RDF 2.5 100.00 246.50 2,958.00

Total 1,15,328.00 13,83,936.00

3.6.2 Revenue Generation by user fee collection for the year 2017-18

S.No Waste generators No of generators

Collection Percentage

Rate Amount/annum

1 Slums 1615 40% 25 193800

2 Households 2979 80% 40 1143936

3 Hotels 119 90% 200 257040

4 Institution 20 90% 200 43200

5 Market 1 90% 2000 21600

6 Shops less than 10 sqm 764 85% 110 857208

7 Shops more than 10 sqm 961 90% 130 1349244



8 Meat/chicken shops 58 95% 200 132240

9 Marriage hall 7 100% 1000 84000

10 Cinema theatre 1 100% 500 6000

11 Hospital 25 100% 200 60000

12 Street vendors 112 80% 110 118272

Total

42,66,540.00

3.6.3 Proposed SWM user fees for next 5 years

S.No Waste generators 2017 2018 2019 2020 2021

1 Slums 25 25 30 30 35

2 Households 40 40 50 50 60

3 Hotels 200 200 250 250 300

4 Institution 200 200 250 250 300

5 Market 2000 2000 1500 1500 3000

6 Shops less than 10 sqm 110 110 125 125 140

7 Shops more than 10 sqm 130 130 150 150 170

8 Meat/chicken shops 200 200 250 250 300

9 Marriage hall 1000 1000 1500 1500 2000

10 Cinema theatre 500 500 400 400 700

11 Hospital 200 200 250 250 300

12 Street vendors 110 110 125 125 140

The revenue generation from user fee collection and compost is given below in which it is

proposed to collect 35% of the operations cost from SWM services for the first year and in

next 5 year about 55% of operations cost shall be covered by revenue from SWM services.

S. N. Description Amount in Rs.per annum

1 Proposed O&M cost 160.08 168.09 176.49 185.31 194.58

2 Proposed Revenue by way of User Charges 42.67

48.15 62.97 70.81 91.54

3 Proposed Revenue by sale of compost and by-product

13.84 14.25 14.68 15.12 15.58

4 Salaries by Untied SFC 51.36 53.93 56.62 59.45 62.43

5 Salaries from SFC grants for permanent staff

37.44 39.31 41.28 43.34 45.51

6 Total revenue proposed revenue 145.30 155.64 175.56 188.73 215.05



7

Surplus or deficit (SWM) = Proposed total SWM O&M cost- Proposed total revenue generated (SWM related cess) 14.78 12.44 0.93 (3.41) (20.47)

% of cost recovered from SWM services 35% 37% 44% 46% 55%

3.7 Financing the Capital cost

SN Particulars Details

1 GoI share @ 35% of project Cost 129.87 Lakhs

2 GoK share @ 11.67% of GOI share 43.29 Lakhs

3 ULB’s contribution (14th Finance, CM Special Grants, SFC, others)

16.97 Lakhs

4 Total funds available 190.12 Lakhs

5 Deficit = Estimated DPR cost (capital cost)– total funds available

=371.04– 190.12 Lakhs =180.92 Lakhs



1. INTRODUCTION

1.1 REPORT OVERVIEW

Solid Waste Management (SWM) is one of the important obligatory functions of the urban

local bodies in India. It is also one of the primary responsibilities of the municipal

authorities. However, most of them are currently unable to fulfil their duty to ensure

environmentally sound and sustainable ways of dealing with waste generation, collection,

transport, treatment, and disposal. The failure of municipal solid waste management

(MSWM) can result in serious health problems and environmental degradation.

Furthermore, even the collected waste is disposed of in uncontrolled dumpsites or burned

openly, thus contributing to severe environmental impacts including pollution of water

resources and air.

As per the scope of work specified, TTPL has prepared a draft detailed project report (DPR)

and allied Engineering Drawings on Solid Waste Management Plan for Kushalnagar Town

Panchayat on an integrated approach in accordance with MSW Rules 2000.

The detailed project report covers an introduction to project, town profile, status of the

existing solid waste management system, proposed MSW management system, design of

waste processing plant, design of sanitary landfill, engineering drawings, incremental cost of

proposed system, operation & maintenance cost, institutional and financial framework. The

health & legal aspects of the system and provision of community participation through IEC

has also been discussed in detail in the report.

1.2 NEED FOR THE PROJECT

Ministry of Urban Development has launched Swachh Bharat Mission (SBM) on 2ndOctober,

2014. The Mission covers all 4,041 statutory towns/cities as per 2011 census. Solid waste

management is one of the admissible components under SBM.

As per Guidelines for Swachh Bharat Mission – Urban (SBM-U) component IV, ULB’s are to

prepare DPR for solid waste management of their town in consultation with state

government. The Directorate of Municipal Administration (DMA), Karnataka has directed to



Town Panchayat, Kushalnagar to prepare Detailed Project Report (DPR) on integrated solid

waste management for Kushalnagar TP under swachh Bharat Mission.

Kushalnagar: Kushalnagar is a Town Panchayat located in Kodagu District, on the banks of

Kaveri River, in the state of Karnataka, India. The town is located on Bantwal -Mysore state

highway 88. Kushalnagar is at a distance of 80Kms from Mysore and 30 Km from Madikeri.

Kushalanagar is located at 12.47°N 75.97°E. It has an average elevation of 831 metres. The

Town Panchayat of Kushalnagar has a population of 15,326 as per 2011 census and an area

of 18.5 km².

The Town Panchayat of Kushalnagar though has made a good effort to modernize its SWM

system; it still has these deficiencies in varying degrees. There is a need to make substantial

improvement in the SWM practices prevailing in the town to raise the standards of health,

sanitation and urban environment keeping pace with the rapid urbanization and growing

population. Hence there is a need for strengthening and modernization of the present

practice of MSWM in the town.

Exhibit 1-1: Kushalnagar Summary

Name of the Town Kushalnagar Town Panchayat

Population as per Census 2011 15,326

Area 18.5 Sq.km

Number of wards 16

Temperature 28°C during summer; 15°C during winter

Length of Road

A type road : 6km

B type road : 10km

C type road : 12km

D type road : 20 km

Total road length: 48km

No of houses and slums 4594 households

No. of Hotels 119

No. of Marriage Halls 06

No. of Markets 01

No. of Chicken/Mutton/Fish Stalls/

Slaughter houses 58

No. of Hospitals 25

No. of Institutions 20

No. of Temples/Churches/Mosque 15

https://en.wikipedia.org/wiki/Bantwal

https://en.wikipedia.org/wiki/Mysore

https://en.wikipedia.org/wiki/State_Highway_88_%28Karnataka%29

https://en.wikipedia.org/wiki/State_Highway_88_%28Karnataka%29

https://tools.wmflabs.org/geohack/geohack.php?pagename=Kushalanagar&params=12.47_N_75.97_E_



No. of Cinema Theatres 01

No. of Bus-stands 01

No. of Railway stations Nil

No. of Petty shops 160

No. of Rice mill 39

No. of Shops 1565

1.3 SCOPE AND OBJECTIVE OF THE PROJECT

Kushalnagar TP’s objectives for the consultancy project on “Preparation of DPR on

Integrated Solid Waste Management under Swachh Bharat Mission” are to conduct detailed

study on existing SWM mechanisms and to prepare a DPR.

The detailed of scope of assignment of the project is given below:

A. SOLID WASTE COLLECTION & TRANSPORTATION PLAN

i. Conducting detailed study on the existing solid waste system in the town

ii. Conduct waste sampling for assessment of quantity and quality of waste

generated

iii. Prepare a route plan based on the GIS map for MSW collection

iv. To provide an efficient collection and transportation plan for the town

v. To provide details of additional facilities required for efficient collection

system

vi. To provide technical support to the Town Municipal Council

B. SOLID WASTE PROCESSING PLAN

i. To conduct waste character, quantity and chemical analysis on the MSW

ii. Provide Designs, maps and estimations required for setting up the processing

facility and operate the solid waste processing facility

iii. Providing solutions for carrying out processing of waste using available and

accepted technologies like aerobic composting by windrow method, vermin-

composting, bio composting using eco - friendly microbial culture and bio-

methanation etc.

iv. Carrying out disposal of only reject/inert waste in sanitary landfills



1.4 STRUCTURE OF THE REPORT

The detailed project report is organized in thirteen chapters detailed about the project

interventions, abstract of cost estimates comprising of capital, operation and maintenance

cost with BOQs for proposed components along with supporting quotations, financial

viability, benefit assessment for improving solid waste management systems. These

chapters are briefed below.

Exhibit 1-2: Chapters of the DPR

S.

No. Chapter Details

1 Introduction Presents the background, scope and objective of the

project.

2 Town Profile

Provides the understating of town profile which brings

out the nature and details of the study area such as

location, topography, demography, climate,

transportation, organization and political setup of the

town

3 Existing SWM system

Provides details of existing SWM practices, quantification

& characterization of the waste including the existing

road, door to door collection, transportation and

processing systems

4 Proposed SWM system

Presents proposed solid waste management practices

gives out details on the proposed segregation, collection,

transportation and processing plan including the

technology and processes

5 Project Cost This chapter provides capital investment of solid waste

management facility

6 Project Institutions

Framework

This chapter provides details on the administrative

resources to be increased for setting up an efficient waste

management plan

7 Project Financial

Structuring

This chapter examines the sources and composition of

funding for the project

8 Project Phasing

This chapter provides details of project plan in terms of

scheduling and phasing including pre-construction

commencement activities and covering all relevant

modules and components

9 Project O&M Cost This chapter provides Operation and Maintenance of solid

waste management facility



10 Project Benefit

Assessment

This chapters provides details on the benefits from

societal perspective (both social and economic) and

negative externalities (i.e. adverse impacts) from a

societal perspective ( both social and economic)

11 Public Awareness

This chapter provides public awareness in terms of MSW

segregation at source level and 3R concept. Also provides

Information education, communication and awareness

programmes

12 Annexures

Annexures provide additional details to the DPR like

drawings, estimates, quotations, study formats

conducted, census data of 2011, SWM rules 2000,

Karnataka State Policy and Karnataka High Court Order for

source segregation and Clients comments from Draft DPR.



2 TOWN PROFILE

2.1 HISTORY

Kushalnagar is a Town Panchayat in district of Kodagu, Karnataka, India. The city is divided

into 13 wards for which elections are held every 5 years. The town is located in the east of

Kodagu district, on the banks of Kaveri River, in the state of Karnataka, India. According to

popular myth, the name was given by Hyder Ali who was camped there when he received

news of the birth of his son Tipu and called it as Kushyal nagar.

Exhibit 2-1: Google Map of the Kushalnagar

2.2 LOCATION AND TOPOGRAPHY

Exhibit 2-2: Topology of Kushalnagar

https://en.wikipedia.org/wiki/Town

https://en.wikipedia.org/wiki/Kodagu

https://en.wikipedia.org/wiki/Kaveri

https://en.wikipedia.org/wiki/Karnataka

https://en.wikipedia.org/wiki/India

https://en.wikipedia.org/wiki/Hyder_Ali

https://en.wikipedia.org/wiki/Tipu_Sultan



Kushalnagar is at a distance of 80Kms from Mysore and 30 Kms from Madikeri. Kushalnagar

is located at 12.47°N 75.97°E. It has an average elevation of 831 metres (2726 feet). The

Town of Kushalnagar has a population of 15,326 as per 2011 census. The area of the city is

18.5 km².

2.3 DEMOGRAPHY

The Kushalnagar Town Panchayat has population of 15,326 of which 7,742 are males while

7,584are females as per report released by Census India 2011.Population of Children with

age of 0-6 is 1,724 which is 11.25 % of total population of Kushalnagar (TP). In Kushalnagar

Town Panchayat, Female Sex Ratio is of 980 against state average of 973. Moreover Child

Sex Ratio in Kushalnagar is around 968 compared to Karnataka state average of 948. Literacy

rate of Kushalnagar town is 89.73 % higher than state average of 75.36 %. In Kushalnagar,

Male literacy is around 93.52 % while female literacy rate is 85.87 %.

Exhibit 2-3: Population trends in Kushalnagar

S. No. Census Year Population Increase Growth %

1 1971 5000 - -

2 1981 6936 1936 38.72

3 1991 9472 2536 36.56

4 2001 13186 3714 39.21

5 2011 18249 5063 38.40

Source: Census of India, 2011

Schedule Caste (SC) constitutes 13.84% while Schedule Tribe (ST) was 2.85% of total

population in Kushalnagar (TP). Out of total population, 5,525 were engaged in work or

business activity. Of this 4,360 were males while 1,165 were females. In census survey,

worker is defined as person who does business, job, service, and cultivator and labour

activity. Of total 5,525 working population, 94.17 % were engaged in Main Work while 5.83

% of total workers were engaged in Marginal Work.

https://tools.wmflabs.org/geohack/geohack.php?pagename=Kushalanagar&params=12.47_N_75.97_E_



Exhibit 2-4: Ward level Population and Households of Kushalnagar in Census 2011

Ward No. Population Household

1 1269 312

2 1313 321

3 1461 343

4 985 242

5 888 212

6 1146 294

7 1831 447

8 1147 264

9 383 102

10 1154 241

11 1204 330

12 1085 289

13 1460 391

14 984 271

15 922 243

16 1017 292

Total 18,249 4,594

Source: Census of India, 2011

2.3.1 Population Projection

Population projection is one of the important aspects of planning or designing any urban

infrastructure. There are several methods by which population projections can be done.

Some methods are ad-hoc method while some are iterative methods. The various factors

affecting population projection are:

• Birth rates, death rates and migration trends

• Plans and Policies of the Government

• Infrastructure facilities such as housing, water supply, roads

• Employment providing potential

• Natural as well as man- made hazards

Government of India, Ministry of Urban Development has published a Manual on Municipal

Solid Waste Management which documents methods of population projection that are



widely used in planning of solid waste management. Following methods have been outlined

in the manual.

• Arithmetic Progression Method (APM)

• Geometric Progression Method (GPM)

• Varying Increment Method or Incremental Increase Method (IIM)

2.3.1.1. Design Population

Projection has been performed along similar lines for the requisite design period of the

proposed improvements to the applicable components of the MSWM system. Projection

has been performed for the present (2016), intermediate (2026) and ultimate stages (2036)

based on factors such as ward density (present), relative location of the ward, access the

town center and other facilities, present land-use pattern, potential for future change and

others. The below exhibit shows the projected population and has also been adopted as the

design population.

Exhibit 2-5: Projected Design Population of Kushalnagar

S.

No. Year

Projected Population Population

considered (Avg.

of AP, GP& II)

Arithmetic

Progression

Method

Geometric

Progression

Method

Incremental

Increase

Method

1 2016 46,318 48,469 48,578 47,788

2 2021 50,320 56,055 56,028 54,134

3 2026 54,322 65,074 64,914 61,437

4 2031 58,325 75,528 75,539 69,797

5 2036 62,327 87,414 88,273 79,338

2.4 CLIMATOLOGY

2.4.1 Rainfall

The monthly rainfall for Kushalnagar town in the year 2014 and 2015 are given in below

exhibit. The monsoon generally breaks in the district during June and lasts till September.

The total annual precipitation in the year 2014 and 2015 are 3,347mm and 2,944mm

respectively.



Exhibit 2-6: Monthly Rainfall of Kushalnagar

S.No Months Monthly Rainfall in mm

2014 2015

1 January 0.00 0.00

2 February 0.00 0.00

3 March 0.00 36.00

4 April 15.00 77.00

5 May 116.00 126.00

6 June 624.00 651.00

7 July 1119.00 1033.00

8 August 951.00 464.00

9 September 316.00 230.00

10 October 147.00 231.00

11 November 21.00 96.00

12 December 38.00 -

Total 3,347.00 2,944.00

Source: Accuweather

Exhibit 2-7: Graphical Representation of Monthly Rainfall of Kushalnagar

2.4.2 Temperature

The monthly temperature for Kushalnagar in the year 2014 and 2015 are given in below

exhibit. The hottest months are in March and April and coldest months are between

November and January. The maximum temperature falls in the year 2014 and 2015 were

38°C in the month of March and 36°Cin the month of March respectively. Similarly, the



minimum temperature falls in the year 2014 and 2015 were 12°C and 9°C during January

respectively.

Exhibit 2-8: Monthly Temperature of Kushalnagar

Months Monthly Temperature °C

Max, 2014 Min, 2014 Max, 2015 Min, 2015

January 32.00 12.00 32.00 9.00

February 34.00 13.00 36.00 11.00

March 38.00 13.00 36.00 17.00

April 37.00 18.00 35.00 18.00

May 34.00 18.00 34.00 19.00

June 32.00 19.00 32.00 19.00

July 29.00 19.00 30.00 19.00

August 32.00 19.00 31.00 18.00

September 32.00 18.00 31.00 18.00

October 31.00 19.00 33.00 17.00

November 30.00 14.00 31.00 15.00

December 32.00 12.00 - -

Source: Accuweather

Exhibit 2-9: Graphical Representation of Monthly Temperature of Kushalnagar



2.5 TRANSPORTATION

By Rail

The nearest railway station to Kushalnagar is Krishnarajanagara railway station at a distance

of 63.7 km. Hassan and Mysuru are other nearest Railway stations at a distance of 80.6 km

and 87.7 km respectively. The other railway stations are Thalassery and Kannur in Kerala, at

a distance of 125 km each.

By Road

Kushalnagar is well connected by road network to Mangaluru168 km towards its west and

Mysore88 km town towards east and Bengaluru237 km town towards east. Kushalnagar is

also well connected by road with other places like Kannur, Thalassery, Iritty and Wayanad of

neighbouring state Kerala.

By Air

Mysore Airport is the nearest airport, which is about 102 km from Kushalnagar. The other

airports are Mangalore International airport, Mangalore situated at 175km distance,

Kempegowda International airport, Bangalore situated at 260 km distance and Calicut

airport, Calicut situated at 215 km distance.

2.6 TOURIST CENTERS

Dubare Forest: Dubare is known for its elephant camp,

a forest camp on the banks of the River Kaveri about

8km from Kushalnagar Town in the district

of Kodagu, Karnataka. It is an important base for the

Karnataka Forest Department's elephants.The main

Attraction is Elephant Glimpse, River View.

Harangi Reservoir: Harangi is the only Dam in

Coorg District. This Dam provides water for

agriculture to the Hassan District and some part of

Coorg District. 11000 Volt of Electricity generating

by this Dam. In the Recent years tourists not

https://en.wikipedia.org/wiki/Kaveri

https://en.wikipedia.org/wiki/Kodagu

https://en.wikipedia.org/wiki/Karnataka



allowed inside the dam because of safety (You can watch this dam from 400 to 500 mtr).

Kaveri Nisargadhama: Kaveri Nisargadhama is an

island formed by river Kaveri near Kushalnagar in the

district of Kodagu, Karnataka. It is approximately 3

km from Kushalanagara, off the State Highway and

30 km from Madikeri and 95 km from Mysore. It is a

64-acre island with lush foliage of

thick bamboo groves, sandalwood and teak trees.

The island is accessible through a hanging rope bridge. There aredeer, rabbits, peacocks,

and a children's playground as well as an orchidarium.

Tibetan Golden Temple: more than 50 years ago

Tibetan comes to India by the honor of mahatma

Gandhi. One of the Tibetan Settlement located in

Bylukoppe of Mysore District and border of Coorg

District. They built many Temples of Buddha with

great traditional style, this is one of the best

attractions to tourists, Thousands of lama’s praying in the temples with tradition.

Valnur fishing camp: it’s on the banks of River

Cauvery near Kushalnagar, is an ideal place for

all the fishing enthusiasts. Wide range of fishes

can be found here. Variety of birds can also be

seen.

Chikli hole: It is located near Nanjarayapattana and 18 km from kushalnagar. It is one of the

small reservoirs on the Cauvery stream. It has been overflowing. The overflow of water on

the semi-circular structure of Chikli-hole reservoir, which has no crest gates, attracts

tourists. It is surrounded by Meenukolli reserve forest on one side and coffee estates on the

other side. The reservoir is 72.6 metre high and has the capacity to store 18 TMC water and

irrigate 865 hectare farm land.

https://en.wikipedia.org/wiki/Bamboo

https://en.wikipedia.org/wiki/Sandalwood

https://en.wikipedia.org/wiki/Teak

https://en.wikipedia.org/wiki/Deer

https://en.wikipedia.org/wiki/Rabbit

https://en.wikipedia.org/wiki/Peacock



2.7 URBAN LOCAL BODY

2.7.1 Political Setup

The elected members of the Kodagu district consisting of the Member of Parliament (MP),

the member of the legislative assembly (MLA) and the Member of the legislative

Corporation (MLC) are honorary members of the town municipal body. There are 13 elected

members, one for each ward. From the elected members to the TP the President and Vice

President are elected. The TP has various standing committees for different types of sector

including works, health, finance etc. to enable a smooth integration of the various inputs.

Elections were last held in the year 2013. Municipal elections were held for every five years.

Every month there is a general body meeting held in the office. The members of the

standing committee also meet before and after each meeting.

Exhibit 2-10: Political Chart of Kushalnagar

MP

MLA

President

Members

Vice President

MLC



2.7.2 Ward and Administrative Setup

Kushalnagar TP has various departments for the effective management and administration.

The Chief Officer is the chief executive of the Municipal Council. The executive power of the

Kushalnagar is vested with the Municipal Commissioner appointed by the Directorate of

Municipal Administration, Government of Karnataka. The below exhibit shows the

organisation chart of Kushalnagar TP. The Kushalnagar TP has following departments.

• Community affairs department

• Revenue Department

• Accounts department

• Administration department

• Data management department.

• Environment section

Exhibit 2-11: Organization Chart of Kushalnagar

Chief Officer

Bill Collector Jr. Health Inspector

Sanitary Supervisor

Junior EngineerFirst Garde

Revenue Inspector

First Division Assistant

Second Division Assistant



Exhibit 2-12: Photographs of Meeting with Officials

Meeting with Chief Officer Meeting with Project Director, DUDC



3 EXISTING STATUS OF SOLID WASTE MANAGEMENT INFRASTRUCTURE

3.1 OVERVIEW OF SWM IN THE ULBS

A detailed study was conducted by the consultants in Kushalnagar for understanding the

existing solid waste management infrastructure. The study was conducted in December

2015. The study included the ULB officers, executives and stakeholders in loop. This chapter

gives a detailed picture of the existing Solid Waste management system in Kushalnagar. This

chapter provides an understanding of the system prevalent in the town. The total municipal

waste generation in Kushalnagar town is estimated to be about 10.7tons per day (TPD)

which is quite higher than the towns of its size in Karnataka state due to large number of

floating population and addition of waste generation from two villages namely, Mullusoge

and Kudumangallore which is disposed at Kushalnagar town informally, of which about 7.1

tons of waste is collected and transported to the landfill site at present as per the study

details. Primary collection is conducted by door to door collection and by disposal of waste

generators in open locations.

The sweeping, collection and drain cleaning activity are handled by pourakarmikas and

contract workers managed by Kushalnagar TP. The transportation of waste from all the

sources happens with the auto tipper and tractor trailers. Street sweeping activities are

carried out by combination of pourakarmikas and contract workers. The waste is

transported to the landfill site located on buvanagiri which is located at a distance of about

11 kms and covers an area of 7 acres 15 guntas in two partition divided by road and nala.

The site is owned by Kushalnagar TP and has been allotted for treatment and disposal of

Solid waste.

Bio medical waste generated by Hospitals and clinics is separately collected by private

agency called M/s. Shree consultants which has a common processing facility located at

Mysore, Karnataka. The collection of biomedical waste from Kushalnagar will be done in

weekly twice by using 4 wheeled truck with covered body.

Exhibit 3-1: Revenue payment: Revised budget estimate for 2014-15 for SWM in Budget Year 2015-16

S. No. Particulars Amount in Rs.

1 Pay, allowances and benefits 36,36,329.00



2 Wages - Labour and travelling 2,66,335.00

3 Books, periodicals, printing, stationery and photocopying expenses 10,000.00

4 Power and Fuel - Diesel bill 4,06,173.00

5 Other general expenses 25,000.00

6 Safety Equipment and Uniform 28,000.00

7 Sanitary tools and equipment 5,479.00

8 Chemicals and additives 3,00,000.00

9 Repair and maintenance – Vehicles 99,347.00

10 Repair and maintenance - other fixed assets 1,25,075.00

11 Operating expenses - landfill site 5,00,000.00

12 Outsourced operating expenses - Tractor driver 2,50,000.00

13 Outsourced operating expenses – Pourakarmikas 9,71,591.00

14 Awareness Programme Expenses 1,86,599.00

Total 68,09,928.00

Exhibit 3-2: Capital payment: Revised budget estimate for 2014-15 for SWM in Budget Year 2015-16

S. No. Particulars Amount in Rs.

1 Plant and Machinery 8,72,000.00

2 Other Fixed Assets –Other 13,24,125.00

Total 21,96,125.00

3.2 MSW QUANTIFICATION

A detailed estimate of the MSW generation has been carried and presented in this section.

The estimate of MSW generation has been done by three ways. A detailed sampling was

done for the different waste generators in Kushalnagar town and by using the data on the

number of such generators from TP data; the quantity of waste generated has been

estimated.

The second approach adopted was to use a waste generation rate, Kushalnagar lies between

the population10,000 to 19,999 (class IV) as per Supreme Court Committee classification

and as per draft MSW Manual 2014, waste generation rate was found to be between 200

and 300 gm/ capita /day in small towns / cities with population below 2,00,000. A higher

number of 300 grams has been adopted as significant part of the town is spread out.

The third approach adopted was to quantify the waste collected by secondary

transportation vehicles to dumpsite. The waste collected and disposed-off in the dumpsite



was estimated based on actual measurement of the arrivals at the dumpsite over a 3 day

period. All the secondary transportation vehicles were weighed for 3 consecutive days and

the waste collected and transported was estimated.

3.2.1 Waste generation estimate based on generators

There are various source of wastes from which waste is generated namely, residential,

commercial establishment, hospital and clinics, worship, cinema theatres, education

institutions, markets, meat/chicken/slaughter house, hotels and restaurants and Street

Sweeping. To estimate the waste generated at source a sample survey was conducted by

weighing waste generated at each generator source for 3 consecutive days to arrive at the

average waste generated by waste generator.

The samples selected for survey included all types of participants of a generator type. For

examples in case of residential, the selected residential source included household, declared

slum and undeclared slum from different wards.

The following table shows number of sources and the average waste generated in each

source base on the waste estimation at Kushalnagar. About 9 sources were selected which

are major contributors for the waste generated in the Kushalnagar and 5% of miscellaneous

waste including floating population for the waste generated in Kushalnagar.

To arrive at number of sources in the town, most of the data

like population, households and street length is obtained

through secondary data collection format. Residents are taken

from the census, street length from the Kushalnagar town,

other sources such as markets, commercial establishment data

were obtained through secondary data collection.

The detailed data on the sampling and waste generators is presented in Annexure A.1. The

synopsis of the data is presented in below exhibits. The major waste generation is from

residents followed by street sweeping waste. The other sources generate lesser wastes.

9 various major contributor were selected as source for waste estimation



Exhibit 3-3: Estimation of Waste Quantity from Waste Generators

S. No. Waste Generators No of Generators

Avg. waste per day in Kg

Total waste in Kg

Total waste in Tonnes

1 Household 2979 1.3 3783.33 3.78

2 Commercial establishments

1565 1.1 1784.10 1.78

3 Slum 1615 0.8 1211.25 1.21

4 Hotels 119 4.6 547.40 0.55

5 Meat/Chicken shops/Slaughter house

58 4.4 255.00 0.26

6 Institutions 20 3.6 72.00 0.07

7 Veg. Markets 1 30.3 30.30 0.03

8 Petty Shops 160 0.5 80.00 0.08

9 Street Sweeping

Type A 6.0 40.0 240.00 0.24

Type B 10.0 21.0 210.00 0.21

Type C 12.0 10.0 120.00 0.12

Type D 20.0 7.4 148.00 0.15

10 Miscellaneous waste 5%

333.69 0.33

Total waste generated at Kushalnagar Town 8815.07 8.82

Total waste generated at Kudumangalore Village 1895.00 1.90

Total 10710.07 10.71

C&D waste 0.69

Source: Study Conducted by TTPL

The total municipal waste generation in Kushalnagar town is estimated to be about 10.7

tons per day (TPD) which is quite high due to disposal of waste generation from one village

namely Kudumangallore at Kushalnagar town informally.

Kushalnagar town has grown such a way that there is no virtual border between the

neighbouring villages of Mullosoge and Kudumangalore. Though the Kushalnagar town is

supposed to manage waste generated in the town jurisdiction, the town informally receives

waste from these 1 village in open points. Generally, it is learnt from the experience that the

waste generators of the 1 village dispose their waste in nights into the jurisdictions of

Kushalnagar TP. The Kushalnagar administration has taken actions to restrict villagers

disposing waste into TP area but have not been successful. The administration has taken a

call that it is easier to dispose the 2-3 ton of waste generated by these village than to

prevent them from disposing waste.



Exhibit 3-4: Google Image for Location of Kushalnagar TP and Neighbouring Villages

The landfill site of Kushalnagar is located in a village called Kudige, since the landfill site is

located in Kudige village, the waste generated in Kudige is also disposed in to the landfill site

of Kushalnagar. The Waste generated in Kudige is about 1.1 TPD.

Exhibit 3-5: Distance and Waste Generation of neighbouring Villages and Kushalnagar Town

Name of the Place Distance (to Kushalnagar)

in km Waste Generation in TPD

Kushalnagar - 8.82

Kudumangalore 3.9 1.90

Kudige 4.5 1.10



Exhibit 3-6: Graphical Representation of Waste Quantity from Waste Generators

Exhibit 3-7: Photographs of Waste Generator Sampling Study

Collecting sample from Household

Collecting waste from Commercial Establishments and Petty Shops

3.2.2 Normative Estimate of Waste Generation

The population of Kushalnagar and Kudumangalore in 2011 are 18249 and 9,346

respectively. Floating population of Kushalnagar including tourist is estimated to be about

3.78

1.78

1.21

0.55

0.26

0.07

0.030.08

0

0.24 0.21

0.120.15 0.33 Household

Commerical establishments

Slum

Hotels

Meat/Chicken shops/SalughterhouseInstitutions

Veg. Markets

Petty Shops



6,130 i.e. 40% of total population due to tourist attraction. Based on waste generation of

300 grams per capita for Kushalnagar and 200 grams per capita for Kudumangalore village,

the estimated waste generation per day is about 10.1 tons per day. This number is lesser

than the estimated waste generation of 10.7 tons of waste. The estimated waste generation

of 10.7 tons is considered as actual waste generation in these towns town which is inclusive

of waste generated by floating population.

3.2.3 Estimation of Waste Quantity using Secondary Transportation Vehicle

A survey of all the vehicles reaching the dumpsite for 3 days from 4thDecember to

6thDecember 2015 was undertaken. All the MSW collected from the town is regularly

transported and dumped in dumpsite.

Three Tractor trailer which carries waste to dumpsite, were

weighed at an adjacent weigh bridge called Anugraha coffee

curing works Weigh Bridge located on Avadani layout,

Kushalnagar for all trips prior to dumping at dumpsite. In weigh

bridge weighment, both load and tare weights of the vehicles

were obtained. The data by vehicle is presented in Annexure A.2.

The consolidate data is presented in below exhibit.

Exhibit 3-8: Estimation of Waste Quantity from Secondary Transportation Vehicles

S. No. Sample date Quantity of waste in TPD

1 04/12/2015 4.58

2 05/12/2015 9.52

3 06/12/2015 7.18

Average waste per day 7.09

Source: Field Study conducted by TTPL

Based on the study conducted by TTPL, it is noted that Kushalnagar town and

Kudumangalore village’s waste disposal site receives an average quantity of waste at about

7.1 TPD.

An analysis of the transportation of waste by tractor trailer are presented below. Tractor

trailer transport an average of 1.4tons of waste in single trip a day.

Exhibit 3-9: Data on Transportation of Waste to Disposal Site

Weighment of vehicles were done in M/s. Anugaraha coffee curing works weigh bridge, Kushalnagar



S. No. Type of Vehicle

Number

of

Vehicle

Number

of Trips

per day

Weight in tons Average

in tons 04/12/15 05/12/15 06/12/15

1 Tractor Trailer 1 2 2.32 1.73 1.86 1.97

2 Tractor Trailer 1 2 2.26 3.50 1.81 2.52

3 Tractor Trailer 1 1 0.00 4.29 3.51 2.60

Total 3 5 4.58 9.52 7.18 7.09


3.2.3.1 Timings of waste disposal

Collection and Transportation of waste in Kushalnagar town happens in two rounds. The

first round starts from morning 6.00 AM and ends at 10.00 AM and the second round of

collection starts from 11 AM and ends at 1.30 PM in the afternoon. Tractor trailer collects

waste from respective locations which have to be loaded manually. Tractor trailer arrive in

dumpsite at about 9.00 AM. They keep arriving at dumpsite till around 2.00 PM.

Exhibit 3-10: Photographs of Waste Quantification Study

Weighing the truck quantity at weigh Bridge



Weighment Slip

3.3 MSW CHARACTERISATION

3.3.1 Physical Composition

An analysis of the physical composition of the fresh waste was conducted for 3 days at the

dumpsite as well as waste generators. Based on the analysis, the waste composition is

presented in below exhibits. The details are given as annexure A.3.1 and A.3.2.

3.3.3.1 Physical Composition of Waste from Dumpsite Fresh Sample

The data shows an organic content in the waste of 44.7%, 37.1% recyclable materials, 17.2%

of slit and stones and 0.8% special waste. The quantity of silt and stone is high because of

collection of waste from roads while sweeping. The waste is amenable to composting;

recycling and preparation of refuse derive fuel.

Exhibit 3-11: Physical Composition of Waste in % - Dumpsite Fresh Sample

S. No.

Components Composition in %

Day 1 Day 2 Day 3 Average

1

Wet

Was

te Food Waste 8.89 8.93 9.57 9.13

2 Tree/Fruit/Flower Waste

31.39 13.89 13.76 19.68

3 Grass and Leaf Waste 12.77 16.48 18.56 15.94

Sub-Total

44.75

4

Dry

Was

te

Plastic Containers & Packaging

8.93 9.17 8.98 9.03

5 Paper, Cardboard & Cartons

6.50 10.40 9.55 8.82



6 Rubber 0.00 2.91 2.39 1.77

7 Rags/Clothes 7.13 6.77 6.99 6.97

8 Wood 2.99 4.37 2.87 3.41

9 Metals 1.28 0.63 0.50 0.80

10 Glass 6.20 6.49 6.36 6.35

11 Inerts 13.31 19.00 19.40 17.23

Sub-Total

54.37

12

Spec

ial

Was

te Electronic

waste/batteries/Bulbs 0.61 0.95 1.07 0.88

13 Bio-Medical waste 0.00 0.00 0.00 0.00

Sub-Total

0.88

Total 100.00 100.00 100.00 100.00


Exhibit 3-12: Photographs of Physical Composition of waste – Dumpsite Sample

Segregation of dumpsite Waste

Weighing of Segregated Waste



Segregated Waste

3.3.2 Chemical Composition

The chemical characteristics of MSW samples are analysed and then compared with MSW

(M&H) Rules, 2000 for Compost quality and Fertilizer (Control) Order, 2009 as presented in

below exhibit and the analysis laboratory reports are given in annexure A.3.3.

Exhibit 3-13: Chemical Composition of Waste

S.

No. Parameters Results

Compost Standards

As per MSW Rules -

2000 conc limits

(Heavy Metals) for

Compost (mg/kg,

dry basis)

As per

Fertilizer

Control Order

(FCO) (mg/kg,

dry basis)

1 Moisture Content 6.42% 15-25

2 pH of 10% Solution 8.32 5.5-8.5 6.5-7.5

3 Total Nitrogen (N) 0.28% 0.8

4 Total Phosphates (P2O5) 0.44%

5 Potash (K2O) 0.62%

6 Organic Carbon 6.92% 12

7 Carbon: Nitrogen Ratio (C : N) 24.71: 1 <20

8 Gross Calorific Value in Cal/gm 240.00


3.4 ORGANIZATION CHART FOR SWM DIVISION

The MSW management activities in the Kushalnagar town are supervised by the health

department of TP, which is headed by a Chief Officer and the organization structure of the

department is set out in the exhibits below.



The Chief Officer is assisted by a Junior Health Inspector and Sanitary Supervisor. Junior

Health Inspector is responsible for management of MSW activities in a set of wards and is

assisted by Conservancy / Dafedar who in turn is responsible for supervision of

Pourakarmikas (PKs) and the contract workers. The staffing pattern of the department is set

out in the exhibit below.

Exhibit 3-14: Organization Chart for SWM Division

Exhibit 3-15: Staffing details of Kushalnagar

S. No. Details of staff Manpower in Nos.

1 Chief Officer 1

2 Health Inspector 1

3 Sanitary Supervisors 1

4 Pourakarmikas (PKs)– Permanent 12

5 Drivers – Contract 8

6 Pourakarmikas (PKs) –Contract 24

Source: Data collected from TP by TTPL

3.5 EXISTING MSW PRACTISING

The current MSW management practice in the town is set out in the exhibit below.

Chief Officer

Jr. Health Inspector

Sanitary Supervisor

Drivers PourakarmikasDrivers & Pourakarmikas

(Contract)



Exhibit 3-16: Process Chart for Current MSW Practices in Kushalnagar

Source: Data collected from TP by TTPL

Tractor trailer Tractor trailer Tractor trailer Tractor trailer Tractor trailer

Households and Slums

Commercial Establishment

s

Hotels and Restaurants

Street Sweeping

Construction Debris & Drain

Cleaning

Auto tipper Tractor trailer

Disposed at

Dumpsite

Slaughter House

Vegetable Market

D to D

collection

Tractor trailer

Kudige Village Direct Disposal

at Dumpsite



3.6 BASELINE INFORMATION

3.6.1 MSW Primary Collection

Existing system of MSW collection and transportation is performed by the ULB with the help

of auto tippers and tractor trailers. Waste collected through auto tipper and tractor trailer is

directly transported to dumpsite. About 7.09 tons of waste is collected on a daily basis

based on survey conducted by TTPL.

Presently, collection is managed by a combination of municipal sanitary and contractual

workers. MSW collection in slums is handled by sanitary workers to a moderate extent.

About 3 numbers of tractor trailer and 5 numbers of auto tippers are utilized for the

aforementioned purpose.

In Kushalnagar. Street sweeping is done around the temple area, the core area, and some

markets and commercial areas within the town.

Efforts of collection have been made through employing of contract workers and collection

of waste from bus stand and other commercial areas.

Sanitary workers sweep and collect the streets waste and drainage waste in tractor trailer

Tractor Trailers then used to convey the waste from the collection point to the disposal site.

3.6.2 MSW Storage

There is no practice of storage of waste at domestic level in households or commercial

establishments. Few households are storing waste at source and hand it over to the

collectors while rest dispose the waste at multiple locations like front of their houses or

open points. Most of the waste from market places and commercial establishments

including hotels and restaurants, construction and demolition waste etc., are thrown on the

streets and open points which have been clearing on daily basis.

3.6.3 MSW Secondary Collection & Transportation

Transportation of the solid waste generated by the town is being done by Paurakarmikas

and contract workers. Transportation of waste could be classified into 2 types based on the

collection mechanism as follows: Primary & Secondary transportation. Primary

transportation is transporting of waste generated at source to open areas. The waste is



collected from door to door by auto tippers and transport to open areas. From open points

waste is transported by tractor trailers and then the waste is transported to dumpsite. The

following flow chart shows the transportation mechanism. Vehicle involved in

transportation of waste are presented in below exhibit.

Exhibit 3-17: Flow Chart on Transportation Mechanism

Exhibit 3-18: Details of Vehicle Involved in Transportation of Waste

S.

No

Type of

Vehicle

No. of

Vehicle

Waste

Collection

point

Disposing

Point

Owned and

Managed

by

Age of Vehicle

1 Tractor

Trailers 3

Open points/Street sweeping/Hot

els/ commercial

establishments

Disposal Site

TP

2 Nos. are seven years old and 1 no is 5 years old

2 Auto Tippers 5 Houses

Open point

(transfer point)

TP

3 Nos. are one year old &2 Nos. are two years old


Auto Tippers and Tractor trailers are managed by TP and contractor workers. A detailed

vehicle movement analysis has been carried out to estimate the quantity of waste collected

by Kushalnagar town.

Households& slums Auto Tipper

Dump

site Commercial

establishments, Hotels & restaurants,

Market, street sweeping, drain

cleaningand C&D debris

Tractor

trailer



3.6.4 MSW Processing and Disposal Practise

Kushalnagar town has set up Municipal Solid Waste disposing site on Buvanagiri which is

located in 12°30'56.92"N and 75°57'21.83"E, 11 km away from the town. The landfill site is

in two parts. Part 1 of land is 3 acres 22.9 guntas and part 2 of land is 3 acres 30.68 guntas.

The total area of the landfill site is about 7 acres 15 guntas. This site is being used for

dumping of Municipal Solid Waste generated in the town. The facility has been provided

with a gate, compound wall, goods shed and a watchman’s room. The disposal site is not

being provided with a 24 hour watch man and has no weighing bridge. There is also a water

(bore well) point. The waste brought to the depot by tractor trailer and the waste is dumped

inside the landfill site.

Rag pickers operate inside the site, they collect recyclable waste like plastic covers, plastic

utensils, metal pieces if any and glass bottles. These rag pickers are not authorized but have

been permitted to pick waste from dumpsite. They do not segregate waste into degradable

or non-biodegradable waste but just pick the waste can be sold in scrap shops.

Exhibit 3-19: Google Image of Kushalnagar Dumpsite



Exhibit 3-20: List of Existing Available Facilities at Dumpsite

S. No. List of Facilities Size Unit

A. Part 1

1 Tank -1 No. 1.1mX1m Sq.m

2 Security Shed -1 No. 4.5mX5.6m Sq.m

3 Compound Wall 513 Rm

B Part 2

1 Windrow Platform 40mx30m Sq.m

2 Storage Shed 3mx8.5m Sq.m

3 Vermi pit - 4 Nos. 4.6mX3.6m Sq.m

4 Tank -1No. 1.1mX1m Sq.m

5 Security Shed -1 No. 4.5mX5.6m Sq.m

6 Gate (2 Nos.) 6.0 M

7 Internal Road - Mud 118 Rm

8 Compound Wall 502 Rm

9 Borewell 1 No.

Source: Topography Study conducted by TTPL

Exhibit 3-21: Photographs of Existing Available Facilities at Dumpsite

Compound wall with gate Security Building

Vermi-composting pit Goods shed



Windrow Platform Borewell

3.6.5 Street Sweeping and Drain Cleaning

Street sweepings and drain cleanings are the other major components of MSW

management in Kushalnagar. The quantity of street sweeping waste generated per day has

been estimated at 0.53 tons per day based on the study conducted in the town. Street

sweeping activity in the town is carried out by the PKs and contract workers. The street

sweepings and the silt collected from the road side drains are temporarily stored is small

heaps on the road sides or are collected and transferred to tractor trailers for disposal. The

estimated road length in Kushalnagar is 24 km, which has been classified into three

categories depending upon the frequency of sweeping. The classification of roads is as

follows.

Type A: Roads of this type are located in town centres, near bus stand, commercial areas

and common areas which need daily sweeping to keep them clean.

Type B: Roads of this type are located in not so busy areas like semi residential - commercial

areas, school areas, etc, where the locality is not as densely populated like Type A roads and

would require sweeping twice a week to keep them clean.

Type C: Roads of this type are located in purely residential areas where there is considerably

less dirt and people commuting. Commercials centres are very less. These type of roads

require sweeping once in a week to keep clean.

The frequency of sweeping in three categories i.e. Type A, Type B, Type C and Type D are

given in below exhibit. Most of the non-metalled roads and gunta layouts are not

considered for street sweeping. Out of 48 km road length only 6.0 km is considered for daily

sweeping whereas other streets are swept once in 3 days or once in a week.



Exhibit 3-22: Frequency of Street Sweeping in Kushalnagar Town

S.

No. Parameter

Road length

in km

Frequency of

sweeping

1 Type A (town centre, commercial areas and

important areas) 6.0 Daily

2 Type B (medium density areas and housing

colonies) 10.0

Once in three

days

3 Type C (low density areas and fringe areas) 12.0 Once in a week

4 Type D (low density areas and fringe areas) 20 Once in 15 days

Total road length 48.0


3.7 EXISTING TARIFF & COST RECOVERY METHODS

The existing cost recovery scenario for the services provided by Kushalnagar town in with

respect to MSW management is discussed below.

3.7.1 Past Five/Ten Years Trends

For the services provided by TP for collection and transportation of MSW, there are a

service charges / user charges that have been collected from various generators in the past

five years. The below exhibits shows the User fee/Collection fee for SWM in last year 2014.

Exhibit 3-23: User Fee/Collection fee for SWM in 2014

S. No. Particulars Price / Month/ Unit Amount in

Rs. Per Month

1 Household 10.00 26,516.00

2 Commercial 30.00 38,367.00

Total 40.00 64,883.00




3.7.2 Cost Recovery Method

In order to recover part of the service delivery costs incurred for delivery of MSW

management services, Kushalnagar had passed a resolution, specifying the user charges

payable by the citizens/bulk generators. The resolution is under implementation and the

collections of user charges from various generators have commenced from 2012-13.



4 PROJECT DEFINITION, CONCEPT, SCOPE AND DETAILING

4.1 LAND AVAILABILITY

For delivering the MSW services, the primary requirement of land would be for compost

facility for treatment of MSW and sanitary landfill facility for disposal of MSW.

4.1.1 MSW Collection and Transportation

With respect to collection of MSW and its transportation to treatment facility and sanitary

landfill facility, there is no requirement of land. However, with respect to litter bins for Type

A and B roads, the same would need to be placed on the road sides, for which indicative

locations have been identified. As such lands belong to TP; hence, there is no requirement

for additional land or land acquisition for implementation of proposed collection and

transportation activities.

4.1.2 MSW Processing and Disposal

Kushalnagar Town Panchayat has developed civil structure for windrow compost facility and

security shed at Buvanagiri in Kudige grama panchayat which is located in 12°30'56.92"N

and 75°57'21.83"E, the existing dumpsite is 7 acres 15 guntas of land, located at a distance

of 11 km from the town. This existing dumpsite is proposed to be modified and used for

development of a sanitary landfill. Hence additional land would not be required.

4.2 WASTE GENERATION FORECAST

The total waste generation as per generator based assessment is about 10.7 tons per day.

The normative estimate for a class IV town like Kushalnagar with floating population and

class V town like Mullusoge and kudumangalore are also 10.1 tons per day. The waste

generation of 10.7TPD is adopted as a realistic waste generation. An average of about 7.1

tons per day is collected. The collection efficiency is about 66%.

The waste generation would increase with population and with growth in waste generation

rates. The waste generation has been estimated for a 20 year time frame at 5 year intervals

and presented in below exhibit. The waste generation rate is expected to grow at 1.3% per

annum. The waste quantities are expected to increase from the present level of 10.7 TPD to

28.5 TPD in the next 20 years. With better segregation and improvement in the waste



collection systems a decrease in waste delivered to the disposal can be achieved. The

estimation of waste generation and projection for Kushalnagar town, Mullusoge village, and

Kudumangalore village is calculated with respect to population projection of these towns

which is given in below exhibits.

Exhibit 4-1: Estimation of Waste Generation and Projection

Year Population Waste generation rate in

kg/Capita Waste quantity in TPD

2016 42,084 0.298 12.3

2020 46,932 0.314 14.4

2026 55,316 0.339 18.2

2030 61,720 0.357 21.3

2035 70,750 0.381 25.8

Source: Projection by TTPL

4.3 STORAGE OF WASTE AT SOURCE

Storage of waste in households is key aspect of establishing good SWM practices. To

conduct effective storage of waste at source, Kushalnagar town panchayat should direct and

order passed by Karnataka High Court on Dec 2015 for segregation at source level and the

same has to be implemented and requires that waste is stored at source. Segregation of

waste is mandated by the MSW Rules 2000 and the same has to be implemented and

requires that waste is stored at source. The requirements of storage of waste at source are

presented for different waste generate below.

It is essential to make mandatory that waste generators do not throw any solid waste in

their neighbouring, on the streets, open spaces and vacant plots or into drains.

4.3.1 Households

Each and every household shall keep the food waste/biodegradable and hazardous/sanitary

waste as and when generated in a separate domestic waste container and keep

dry/recyclables wastes in another container/bag or sacks.

For biodegradable waste and hazardous/sanitary waste, two dust bins/containers of 10 litre

(0.010 m3) capacity for a family of 5 members would ordinarily be adequate. Wet wastes

should preferably not be disposed of in plastic carry bags. HDPE woven sacks shall be used



for storage of dry waste. Two numbers of dust bins/containers (10 ltrs) and HDPE woven

sacks shall be provided to all the households by TP.

Exhibit 4-2: Requirement of Dust Bins and Sacks for source Segregation

S. No. Particulars Capacity Numbers of Households

(designed year for 2016)

1 Containers 10 litres 4,155

2 HDPE woven sacks HDPE woven sack

(medium sized) 4,155

They shall keep the domestic hazardous and sanitary waste and store in 10 litre bin listed

below separately and hand over to the collection staff separately.

• Aerosol cans

• Batteries from flashlights and button cells

• Bleaches and household kitchen and drain cleaning agents

• Car batteries, oil filters and car care products and consumables

• Chemicals and solvents and their empty container

• Cosmetic items, chemical based

• Insecticides and their empty containers

• Light bulbs, tube lights and compact fluorescent lamps (CFL)

• Paints, oils lubricants, glues, thinners and their empty containers

• Pesticides and herbicides and their empty containers

• Styrofoam and soft foam packaging from new equipment

• Thermometers

• Mercury containing products

Kushalnagar TP shall ensure that the above practices are practised by the households and

shall provide information and education regarding method of disposing the waste.

Kushalnagar town shall also deploy men, materials and proper mechanisms to collect the

stored waste on a daily basis from all sources. Failing which will result in households littering

waste on streets.



4.3.2 Commercial Establishments / Institutions

These types of generators are dispersed in the town with a high concentration in the centre

of the town. In Kushalnagar town, there are about 1,630 commercial shops/petty shops and

20Institutions in the town. They together generate waste of around 1.8 tonnes of waste per

day. It is recommended that the following processes should be practiced to effectively

manage the waste generated. The recommendations are as below:

• They shall refrain from throwing their solid waste/sweeping etc. on the footpaths,

streets and open spaces.

• They shall keep their waste on-site as and when generated in suitable containers

until the time of doorstep collection, TP shall ensure that all shops are included in

door to door collection mechanisms.

• The size of the container for bio-degradable should be adequate to hold the waste,

they normally generate in 14-18 hours with 100% spare capacity to meet

unforeseen delay in clearance or unanticipated extra loads.

• They shall keep hazardous wastes which are mentioned as hazardous for household

waste storage. Shops which sell electronic devices shall be conscious in segregating

e-waste apart from solid waste. This hazardous waste shall be disposed off as per

directions given by the local ULB.

• The association of private commercial complexes/multi-storey buildings shall

provide suitable transportable community bins which match the waste collection

and transportation system of the local body for the storage of waste by their

members and direct them to transfer their waste into the community bin before the

prescribed time on a day-to-day basis.

4.3.3 Hotels & Restaurants

There are about 119 hotels in Kushalnagar town. They generate around 535 kg of solid

waste each day. TP shall direct all hotels and restaurants with following instructions.

• They shall refrain from throwing their dry and wet solid waste/sweeping on the

footpath, streets and open spaces or drains.

• They shall also refrain from disposal off their waste into municipal street bins or

containers.



• They shall store their waste on-site in sturdy container of not more than 100 litre

(0.1 m3) capacity. The container should have appropriate handle or handles on the

top or side and rim at the bottom for ease of emptying.

• In case of large hotels and restaurants where it may not be convenient to store

waste in 100 litre or smaller size containers, they may keep larger container which

match with the primary collection and transportation system that is introduced in

the town by the ULB to avoid double handling of waste.

• Hotels and restaurants may be directed to keep hazardous wastes mentioned as

hazardous for households separately as and when produced and dispose it as per

directions of the ULB.

• The hotels and restaurants shall provide the food waste to animal husbandry.

4.3.4 Vegetable Markets

There is 1 market in the Kushalnagar town located in Ward No.1, B.M road. These markets

produce large volume of solid waste. These markets produce large volume of solid waste. In

Kushalnagar town, the collected waste from the markets is around 30 kg. There would be

about 50-100 kg of waste generated in the markets if efficiently collected. To efficiently

collect and transport the waste generated from markets in the ULBs shall take the following

steps.

• Provide 1.1 m3 compactor bins in the market for storage of waste.

• Shopkeepers may be directed that they shall not dispose of waste in front of their

shops or anywhere on the streets or in open spaces and instead shall deposit their

waste as and when generated into the container provided for storage of waste in the

market.

4.3.5 Slaughter house, Meat & Fish Markets

There are about 58 meat and fish stalls including slaughter house in the Kushalnagar town.

The estimated waste that is generated by these shops is about 255 kg per day. The following

systems have to be put into place to manage the wastes from fish and meat market and

stalls.



• Shopkeepers shall not throw any waste in front of their shops or on the streets or

open spaces in any conditions.

• They shall keep within their premises sturdy containers (of size not exceeding 100

litres i.e. 0.1 m3) having lid, handle on the top or the sides and rim at the bottom of

the container with adequate spare capacity to handle expected loads.

• The waste shall be collected on daily basis separately.

4.3.6 Hospitals / Clinics / Nursing Homes, etc.

Kushalnagar town has about 25 numbers of bio medical waste generators including nursing

homes and clinics. There is an existing system of waste storage, collection, transport and

processing as per the biomedical waste handling rules. Bio-medical waste generated by

Hospitals and clinics is separately collected by private agency called M/s Shree Consultants,

which has a processing facility located in Mysore, Karnataka. The collection of biomedical

waste from Kushalnagar Town will be done in weekly twice by using 4 wheeled truck with

covered body. The existing processing unit shall be made functional. The need is to ensure

all the waste generators subscribe to this facility and medical waste does not enter the

municipal waste stream. The medical establishments need to adhere to the following rules.

• They shall refrain from throwing any bio-medical waste on the streets or open

spaces, as well as into municipal dust bins or domestic waste collection sites.

• They shall also refrain from throwing any ordinary solid waste on footpaths, streets

or open spaces. The ordinary solid waste shall be stored and handed over to the

door to door collection vehicles. In larger hospitals waste would place in 1 m3

containers to be provided by the medical facility which shall be picked up by the

special vehicle carried by biomedical waste.

• They are required to store waste in colour-coded bins or bags as per the directions of

the Govt. of India, Ministry of Environment Bio-medical Waste (Management &

Handling) Rules 1998, and follow the directions of Central Pollution Control Boards

and State Pollution Control Boards from time to time for the storage of biomedical

waste.



4.3.7 Construction and Demolition wastes

It is the responsibility of any generator of construction and demolition debris to employ

reasonable and practical means, including source reduction, reuse or recycling, in order to

prevent construction and demolition debris from being disposed finally in low lying areas.

The Municipality shall introduce permits system which enable obtaining permits with a

monetary deposit that allows for the tracking of C&D waste.

For any upcoming large scale construction projects, TP

shall obtain the C & D Waste Management Plan from the

owners and ensure its compliance. The small scale waste

generator has to store the waste on site and inform the TP

for disposal of the same. No person shall dispose of

construction waste or debris on the streets, public spaces,

footpaths or pavements. A tractor trailer and a PK shall be dedicated for debris collection by

TP.

Until construction debris is taken by ULB, the waste shall be

stored only within the premises of buildings or in containers

where such facility of renting out containers is available. In

exceptional cases where storage of construction waste within

the premises is not possible, such waste producers shall take

prior permission of the local authority or the State Government

as may be applicable for temporary storage of such waste and

having obtained and paid for such permission, may store such waste in such a way that it

does not hamper the traffic, the waste does not get spread on the road and does not block

surface drains or storm water drains.

The construction debris should be disposed off in low lying areas. The TP shall identify the

dedicated low lying area/ location for dumping of construction debris. The existing tractor

trailer in the TP shall use for transportation of C & D waste.

For any upcoming large scale construction projects, TP shall obtain the C & D Waste Management Plan from the owners and ensure its compliance.

Municipalities may introduce permits system which enable obtaining permits with a monetary deposit that allows for the tracking of C&D waste.



4.4 SEGREGATION OF RECYCLABLES/NON-DEGRADABLE WASTE

Segregation of waste is a basic requirement for the improving solid waste management

system. There have been many efforts at segregation around the country with mixed

success. Kushalnagar town has urban population. It would take a significant effort to get

segregation into the system. The first requirement for implementing segregation is to have

separate containers for different types of waste. This has been recommended in the last

section and has to be implemented. The success of the segregation program depends on the

ability to collect segregated, transport segregated and disposal segregated waste. These

systems need to be introduced to ensure that segregation is adopted widely. A very

important requirement of segregation is to promote the concept extensively through mass

awareness.

It is proposed that, the TP shall provide one container of 10ltr capacity and one HDPE woven

sack to each household for segregation of waste. It is assumed that the 100% segregation

happens in period of five years with 10% in 1st year of implementation, 50% in 3rd year and

100% by 5th year of implementation of management.

4.5 PROPOSED COLLECTION AND TRANSPORATION STRATEGY

Based on the guidelines set out in the MSW Rules, the implementation plan for collection

and transportation system is prepared in Kushalnagar Town. The tools and equipment are

recommended for implementation of collection & transportation system. Door to door

collection systems would be through the use of auto tippers for wet waste and then

transferred to processing facility using compactor. Similarly, the dry

waste/hazardous/sanitary waste would be collected and transported to dry waste collection

centre using auto tippers. Street sweeping silt would be directly transferred to low lying

area/sanitary landfill site using tractor trailer. The proposed MSW strategy is provided in

below exhibit.



Exhibit 4-3: Proposed Collection and Transportation System

Dry and

Hazardous /

Sanitary

Waste

Wet Waste Wet Waste Dry and

Hazardous /

Sanitary

Waste

Auto tipper

Wet waste-

Compost Facility

Dry waste-Dry Waste

Collection Center

Markets

Deep

Burial Pit

Hotels, Marriage

Halls, Institutions,

Worship etc,

Commercial

Establishment Slum Non- Slum

Auto

Tipper

Meat, Chicken

& slaughter

house

Compactor for wet

waste

Low lying

areas

Tractor

Trailer

Street

Sweeping

Construction

Debris

Pushcarts

Slit/ sand



4.6 PRIMARY COLLECTION OF WASTE

It is proposed to have a segregated waste collection from source to disposal at Kushalnagar

town. The approach to this is based on the door to door collection approach for individual

generators and based on bin/container collection for community locations. The plan waste

generator wise is present in this section.

4.6.1 Modus Operandi

This modus operandi for primary waste collection by each waste generator and for the

different players in the process is presented below. The overall approach for primary

collection is centred on door to door collection.

4.6.1.1 Doorstep collection through containerized handcarts & motorized vehicles

Primary collection of MSW from non-slum areas

Door-to-door collection would be the primary mode of collection from domestic

households. Auto tippers are proposed to be deployed for primary collection of MSW. The

primary collection activity would commence at 7 am and is proposed to be completed by 11

am.

Wet (biodegradable) and dry (non-biodegradable) waste from households would be

collected daily. The wet and dry waste collected in auto tippers and the wet waste would be

transported to the compost facility through compactor and the dry waste would be

transported directly to the dry waste collection centre.

Sanitary and Hazardous waste generated in the households comprise dry cells, medicines,

tubes, paints, pesticide bottles/ cans, shoe polish, etc. The households would be required to

segregate and store the hazardous and sanitary waste separately in 10 lit bin/container. The

same shall be collected by the primary collection crew.

The hazardous waste and sanitary waste collected would not be mixed. The hazardous and

sanitary waste so collected would be taken to dry waste collection centre. Further

segregation of the hazardous and sanitary waste would be carried out to separate the

recyclables and sanitary waste. The recyclable wastes such as batteries, plastic bottles, cans,



etc, would be separated and the balance waste would be send to hazardous waste handling

facility.

Primary collection of MSW from slum areas

Auto tippers are proposed to be deployed for collection of MSW from these areas. The wet

and dry waste would be collected by the auto tipper daily by the primary collection crew.

4.6.2 Use of small vehicles for direct collection of waste from congested areas

4.6.2.1 Markets

In markets, wet and dry waste would be collected by auto tipper and then transported to

the compost facility through compactor and dry waste collection centre respectively. PKs

would sweep and collect the waste in smaller markets and store it in secondary containers.

4.6.2.2 Hotels and Restaurants

Bulk generators would need to compulsorily use waste bins/containers to store their wet

and dry waste separately, which would later be collected by the auto tipper and later wet

waste would be transferred to compactor. The wet waste collected would be transported to

processing facility through compactor. The dry waste collected would be transported to dry

waste collection centre through auto tipper.

4.6.2.3 Commercial Establishments

Shops and commercial establishments would need to compulsorily use waste bins to store

their wet and dry waste separately. The waste from these bins would be picked up by Pks.

The wet waste collected would be transferred from auto tipper and transported to the

processing facility using compactors. The dry waste collected would be transported to the

dry waste collection centre using auto tipper. The shop owners associations would be made

responsible for advocating the disposal of waste only into waste bins.



4.6.2.4 Meat/Chicken/Slaughter House Waste

Meat/chicken/slaughter waste would be collected separately and then transported to deep

burial facility through wet/dry waste collection auto tipper as separate trip after 11 am.

4.6.2.5 Other Sources

The current collection system adopted by Kushalnagar would be streamlined for other

generators (large institutions, construction waste, hospitals, marriage halls etc). The

biodegradable, recyclable and domestic hazardous wastes from these premises would be

collected in separate trips on daily basis. In case there is a large waste generation, special

trips of the tractor trailer or provision of container and picked up by the compactor can be

arranged.

4.6.3 Requirement of manpower, requirement of vehicles

There is existing door to door mechanism in few wards of the town. It is proposed that the

door to door collection be extended to all the 13 wards. It is proposed auto tippers be used

for door to door collection. The waste to be handled at present is 10.7 tons per day. In a five

year period which is the normal life time of a primary collection vehicle systems the waste

generation is estimated to increase to 14.4 tons. As the waste segregation process lead to

improved local recycling the waste to be collected and transported would come down and

the system is design for the 2016 year waste generation level of 12.3 tons. Over 95 -100%

collection efficiency is targeted for the collection.

The estimate of vehicle requirement for door to door collection is

calculated based on normative standards for Municipal Solid

waste Management set by Directorate of Municipal

Administration of Karnataka. Auto tippers are proposed to be

deployed for collection of wet, dry waste and meat shop/chicken shop/slaughter house

waste from households, slums, commercial establishments and meat shop/chicken

shop/slaughter house. The requirements of auto tippers have been estimated assuming

100% coverage. The requirement of auto tippers are presented in below exhibit.

Auto tippers are proposed for D2D collection



Exhibit 4-4: Requirement of Primary Collection Vehicles


Waste generation of TP (Designed year for 2017) TPD 13

Quantity of street sweeping waste TPD 0.9

Quantity of Meat/Chicken/Slaughter house waste TPD 0.4

Quantity of waste excluding sweeping/debris waste TPD 11.0

Capacity of existing Auto tippers tonnes 0.6

No of trips of Auto tippers trips/day 3

No of trips of Auto tippers for Meat/Chicken/Slaughter house waste

trips/day 1

Coverage of Auto Tipper % 100%

No of Auto tipper required Nos. 7

Existing 1m3 Auto tippers Nos. 5

No of 1m3 Auto tipper to be procured Nos. 1

At present there are 5auto tippers used for door to door collection. It is assessed that 100%

of waste would need to be covered using auto tippers for collection of wet,

dry/hazardous/sanitary waste and meat/chicken/slaughter house waste. There is an existing

auto tipper shall be used for collection of waste at door to door level. It is proposed that 1

auto tippers are recommended to be purchased. All the auto tippers should be provided

sound box with mic and printed on the purpose of the auto tipper including the wards which

it should cover. 100% of meat/chicken/slaughter house waste would need to be covered

using wet/dry waste collection auto tipper as separate trip after 11 am. Hence, 1 number of

auto tripper is proposed for procurement. A very important requirement for Kushalnagar

town is to close all open points and to ensure that waste is not disposed in the open points.

The manpower requirement for implementation of the proposed primary collection system

is set out in the exhibit below.

Exhibit 4-5: Manpower Requirement for Primary Collection Activities

S. No. Component Proposed Driver &

PKs

Existing Driver &

PKs

Manpower

Requirement

1 Auto tipper PKs - 7 Nos.;

Drivers - 7 Nos.

PKs – 33 Nos.;

Drivers - 8 Nos.

Pks -Available;

Drivers – Available.

Total Pks 7

Drivers 7



Under the strategy, one driver &one PK are required for auto tipper. There are 36 number

of PKs and 7drivers available which includes both permanent and contract workers for SWM

activities.

4.7 STREET SWEEPING

The sweeping of street and public spaces is being done by the Kushalnagar town and it is

proposed that the existing systems continue, covering all extensions and roads. Most the

PKs would carry out the street sweeping activity and would be responsible for sweeping of

the roads, cleaning of the adjoining drains and would transfer the same to tractor trailers.

For continues collection of street sweepings, tractors trailers would be going rounds and

collecting the street sweepings from identified locations where the street sweepings would

be stored/collected in a pushcarts by the PKs. The silt, debris collected in the tractor trailer

will disposed-off in the low lying areas.

4.7.1 Street Sweeping Frequency

The streets in Kushalnagar town have been identified and classified in A, B, C and Dcategory.

Type A category roads are busy road considered for daily sweeping. About 6 km of road

length is classified as roads requiring daily sweeping. Type B category roads which are about

10 km require sweeping twice in a week. Type C category roads which are about 12 km

required sweeping once in week and Type D category roads which are about 20 km required

sweeping once in 15 days. This has been done based on the usage of the road and

scientifically done.

4.7.2 Vehicles, tools and equipment to be used for sweeping

Most of the tools used for sweeping are inefficient and out-dated and need to be replaced

by efficient tools and equipment. There is a standard specification of tools to be used by

sweepers in Karnataka. Long handled broom, metal tray and plate and basket for loading of

wastes. There are standard and routine requirements and need to be provided. As these

activities are part of the day to day operations no extra budget for the same has been

provided.

Exhibit 4-6: Tools for Street Cleaning Activities

S. Safety Safety against Specifications Picture



No. equipment

1 Face mask Protect against

dust/ infection

Standard surgical

mask

2 Full arm

Uniform

Protection

against dust

Factory wear

uniforms with TP

name

3 Safety shoes Minor wounds

while sweeping

PVC make, water

proof shoes

4 Hand gloves Protection

against infection

Standard toilet

cleaning gloves

5 Eye glasses Protection

against dust

Transparent

factory wear

6 Head cover Protection

against dust Helmet

Source: Field experience of Tide Technocrats.

The street sweepings collected would be transported in existing tractor trailer to low lying

areas.

4.7.3 Requirement of manpower

The requirement of PKs for street sweeping has been estimated based on the road

classification. The estimated manpower requirement for the same is 17 numbers including

drivers. The street sweepings (waste) would be collected in pushcarts and one pushcart

would be deployed for two PKs. The estimate of manpower and vehicle requirement for

street sweeping is calculated based on normative standards for Municipal Solid Waste

Management set by Directorate of Municipal Administration of Karnataka.



Exhibit 4-7: Total Number of PKs and Vehicles required for Street Sweeping

Particulars Unit Quantit

y

Normative Standards for MSWM, DMA, Karnataka

1 no. of sweeper 1000 m of road length

2 sweeper 1 pushcart

Length of the Type A road 6 kms

Length of the Type B road 10 kms

Length of the Type C road 12 kms

Length of the Type D road 20 kms

No of sweepers required per type A road 6 Nos.

No of sweepers required per type B road 3 Nos.

No of sweepers required per type C road 2 Nos.

No of sweepers required per type D road 2 Nos.

No of sweeper required 13 Nos.

No of pushcarts required 8 Nos.

No of existing pushcarts 0 Nos.

No of Pushcarts to be procured for street sweeping 8 Nos.

Waste handled per tractor per day 3000 kg

Waste generation in street sweeping activities 720 kgs

No of Tractor Trailers required for street sweeping 1 Nos.

No of Tractor Trailers required for standby (C&D waste) 1 Nos.

No of loaders for tractors 2 Nos.

Total No. of Tractor Trailer required 2 Nos.

No of existing Tractor Trailer 3 Nos.

No of Tractor Trailer to be procured for street sweeping Nil (available) Nos.

No of drivers required 2 Nos.

No. of Drivers to be hired for street sweeping and C&D

collection 2 Nos.

Source: TTPL Estimation

There are existing 3 numbers of tractor trailers; Out of 3, 2 trailers are 7 years old and one

tractor trailers is 5 years old. All tractor trailers are in good condition of which one tractor

shall be deployed for street sweeping activities, one tractor shall be deployed for C&D waste

and remaining one shall be deployed at processing facility for material transfer. The services

of the existing PKs of total 24 members (out of 36 Pks, 8 members are allotted for primary



collection activities) shall be used for the street sweeping activity. Hence, no Pks/sweepers

are required for street sweeping activities. For tractor trailer, two drivers are proposed to

employ for street waste carrying vehicles.

4.7.4 Norms of work

The norms for street workers is that an average of 1 km road per person to be covered per

day. This is as per the norms prescribed by the state government based on the norms for

different kinds of road on which is being done. This found to be adequate.

4.7.5 Improvement and recommendations on street sweeping and drain cleaning

There is open dumping of MSW on the streets of Kushalnagar

town wherein the street sweeping system has become the

primary collection. This needs to be avoided by improving door

to door collection systems and by providing intensive

information and education.

The other major issue to be addressed is in providing appropriate tools and monitoring the

health issues of sweepers. They should be provided with metal plates, gamellas, brooms,

pushcarts, and uniform as appropriate. There should also be provision of masks and gloves

to safeguard health of street sweepers.

4.8 TEMPORARY WASTE STORAGE DEPOTS FOR ONWARD TRANSPORTATION OF WASTE

The primary collection vehicles viz., auto tippers shall transfer the wet waste to compactors

and dry waste to dry waste collection centre directly. Tractor trailers shall be used for

transportation of street sweeping waste and construction debris.

4.9 TRANSPORTATION OF WASTE

4.9.1 Transportation of Municipal Solid Waste

The wet waste collected by auto tipper would be transferred to compactor directly which

would be transported to the processing facility located Buvanagiri and the inert from the

treatment facility would be disposed into the sanitary landfill. The dry waste collected

would be directly transported through auto tipper to dry waste collection centre.

TP shall provide metal plates, gamellas, brooms, pushcarts, and uniform to all sweepers/Pks



The silt from street sweeping activity would be transferred to the low lying area/sanitary

landfill facility by way of tractor trailers. The tractor trailers in use at present would be

restricted to use for street sweeping activities and not be used for transport of municipal

wastes. The requirement of the transport vehicles is estimated in the below exhibits.

Exhibit 4-8: Estimation of Secondary Transportation Vehicles

Particulars Unit Denotation Quantity

Waste generation of TP (Designed year for 2016) TPD Q1 12.3

Quantity of street sweeping waste TPD Q2 0.9

Quantity of Meat/Chicken/Slaughter house

waste TPD Q3 0.4

Quantity of waste excluding sweeping/debris

waste TPD Q4=Q1-Q2-Q3 11.0

Percentage of wet waste % P 70%

Quantity of wet waste TPD Qw = Q4*P 7.7

Capacity per 7 m3 Compactor for wet waste tonnes C 4.2

No. of trips of 7 m3 Compactor per day for wet

waste trips/day N 2

Coverage of Compactor per day for wet waste % L 100%

Collection of wet waste (daily) days B 1

No. of Compactor required for wet waste Nos. W1=

(Qw*L)/(C*N) 1

Existing Compactors Nos. W2 0

No. of Compactor to be procured for wet waste Nos. Wc=W1-W2 1

No. of helpers/Pks required Nos. 1

Total No. of helpers/Pks to be hired for

Secondary C&T Nos. 1

No. of drivers required Nos. 1

No. of Drivers to be hired for Secondary C&T

with 10% extra Nos. 2

Source: TTPL Estimation

It is proposed for procurement of one 7 m3 compactor for wet waste. It is also proposed

that 2 drivers and 2 pks are required for Secondary collection and transportation system.

4.9.2 Transportation of Biomedical waste from hospitals/clinic/nursing homes

There is an existing system operated privately for biomedical waste in Kushalnagar town and

the same may be continued. Bio-medical waste generated by Hospitals and clinics is



separately collected and transported by private agency called M/s Shree Consultants, which

has a processing facility located adjacent to Mysore, Karnataka. The collection of biomedical

waste from Kushalnagar town will be done in weekly twice by using 4 wheeled truck with

covered body.TP should ensure that all the bio medical waste generating units come under

this mechanism.

All bio-medical waste generated in the hospitals which is hazardous shall be handled

separately as per the Bio Medical Waste (Management & Handling) Rules, 1998. TP shall

ensure that all the bio-medical waste generators make use of the present system of

handling the waste by Shree Consultants, also the waste managed effectively by Shree

Consultants.

4.9.3 Transportation of Construction and demolition waste

Construction debris generally generated at the project level. Over 90% of construction

waste are inert and are known as public fill. Public fill (low lying areas) includes debris,

rubble, earth and concrete which is suitable for land reclamation and site formation. When

properly sorted, materials such as concrete and asphalt can be recycled for use in

construction.

Part of the debris can also be used as daily cover in the landfill site thus covering the day’s

waste, and with effect of reducing nuisance, odour and exploitation by animals, birds and

insects.

Transport of construction waste and debris shall be done using existing tractor trailer. No

additional requirements are proposed. One tractor shall be dedicated only for

transportation of Construction debris. The construction debris shall be disposed off in the

low lying areas identified by TP.

4.9.4 Workshop facility for vehicle maintenance

The Kushalnagar TP does not have a workshop facility for existing vehicle maintenance. It is

proposed that Kushalnagar TP shall procure 1 auto tipper for primary transportation of

waste, 1 compactor for secondary transportation of waste and one loader for processing

facility. It is expected to maintain the 6 auto tippers, 1 compactor, 3 tractor trailers and 1

loader including existing vehicles. Setting up and maintenance of workshops for these



vehicles would not be economical, considering that, workshop requires permanent skilled

labor, tool sets and necessary equipments, which TP may not be able bear. Considering the

number of vehicles to be maintained it is recommended that the existing system of using

external maintenance facilities be continued.

4.9.5 Routing of waste and trip requirement

There is an existing routing of vehicles in operation. With addition of new vehicles, routing

for the same needs to be considered along with proposed bins. As part of the exercise the

routing shall be done as part of the micro level survey.

It is proposed to introduce a GPS based monitoring systems for the door to door collection

and transport vehicles.

4.9.6 Deployment plan for existing vehicles, staff and additional requirements

The existing 3tractor trailers in use at present would be continued to use for street

sweeping, C&D waste collection and material transfer at processing facility and not be used

for transport of municipal wastes. It is proposed to use the services of available contract

workers (existing 25 sanitary workers and 8 drivers) for primary collection and street

sweeping activities.

4.9.7 Total requirement of tools/equipment/vehicles

The total requirement of tools / equipment / vehicles for implementation of proposed MSW

management strategy is provided in below exhibit.

Exhibit 4-9: Requirement of Vehicles

S.No. Component Proposed Existing Required

A Source Segregation

1 Containers (10 lits) for households 8310 0 8310

2 HDPE woven sacks for households 4155 0 4155

B Primary Collection and Transportation

1 1m3 auto tipper 7 5 2

D Street Sweeping

1 Pushcart 8 0 8

2 Tractor Trailer 2 2 0

E Secondary Transportation

1 Compactor 1 0 1



F Processing Facility

1 Tractor Trailer 1 1 0

2 Loader 1 0 1

4.9.8 Manpower requirement for implementation of MSW strategy

The manpower requirement for implantation of the proposed MSW management strategy is

provided in below exhibit.

Exhibit 4-10: Requirement of Manpower for Collection and Transportation

S. No. Component Proposed Existing Required

A Primary Collection and Transportation

1 Pks 7

Pks – 36 Nos.

Drivers – 8 Nos.

7

2 Drivers 7 7

B Street Sweeping and C&D collection

1 Pks 13 14

2 Loaders 6 6

2 Drivers 2 2

C Secondary Transportation

1 Pks 1 1

2 Drivers 1 1

D Dry Waste Collection Centre

1 Pks 2 2

E Processing Facility

1 Pks 6 6

2 Drivers 2 2

3 Plant Operator (electrical) 1 1

5 Security guard cum weigh bridge

operator 1 1

Total (for Pks) 35 36 Nil

Total (for drivers) 12 8 4

Total (for Operator) 1 0 1

Total (for Security) 1 0 1

4.10 DRY WASTE COLLECTION CENTRES/ZERO WASTE MANAGEMENT CENTRE

Dry waste collection centers/ Zero waste management centre are the decentralized units

dedicated for collection of in organic/ dry waste in the urban cities. It is proposed to

construct in the identified CA sites recommended by Kushalnagar Town Panchayath. The dry



waste consists of the recoverable like plastic material, papers, cloth pieces, metal pieces,

glass pieces etc.

The functioning of the dry waste collection centers are related to the efficiency in door to

door collection. At present all these waste are mixed with the municipal waste and are

disposed in the land fill site. The above shown wastes are dry in nature and do not support

microbial digestion and could be stored for a longer period of time. These wastes don’t stink

and are reusable.

All these waste materials have value when segregated and sold to the scrap dealers. There is

an existing chain of scrap dealers who buy these of wastes from rag pickers and sell it to the

recycling industry. The average present market rate of these waste material are presented

below.

Exhibit 4-11: Handling of Dry/Inorganic Waste in Dry Waste Collection Centre

Metal pieces E waste Polythene

Wire pieces Glass bottles Rubber waste

Plastics Paper Footwear waste



Exhibit 4-12: Approximate market rate of Recoverable from waste

S. No. Dry waste type Present Market Rate Consumers

1 Metal pieces Rs.25-30 per kg Metal fabrication waste buyers

2 Plastic material Rs.15-20 per kg Plastic scrap buyers

3 Pet bottles Rs.25-30 per kg Scrap buyers

4 Polythene bags Rs.1-2 per kg Scrap buyers

5 Used papers Rs.5-6 per kg Scrap buyers

6 Electric wires Rs.8-10 per kg Scrap buyers

7 Glass bottles Rs. 1-2 per unit Bottling units

8 Rubber waste Rs. 10-15 per kg Scrap buyers

9 Footwear waste Rs.5-8 per kg Scrap buyers

10 Used milk/oil Bag Rs.5-8 per kg Scrap buyers

Source: Study conducted by TTPL

The TP may operate the dry waste collection centre by itself in association with scrap

dealers and can generate revenue by conducting this operation or may outsource to private

operators. The unit rate possible to be generated is provided in the above table. Rag pickers

shall be encouraged for the collection of recyclables who in turn will be generating the

revenue by the activity. The Kushalnagar TP C shall encourage such operations so that they

are sustainable.

The proposed efficient MSW collection and transport plan insists on conducting segregated

waste collection at door steps. The waste generators would store the dry waste and

organic/ wet waste in separate containers. The door to door collection in each ward has

been outsourced to private parties. The door to door collection staff would collect the

organic waste every day at the door steps. The dry waste would be collected once in 3 days.

It is proposed that the TP shall be involved in collection of dry waste as well. The waste

could be sold to recycling industry or processing facilities. As per the study conducted by

TTPL it is assessed that about at least 30% of the total waste generated in the town could be

sold to recycling units. It is estimated that on an average 4 TPD of such dry waste which

could be sold in the market is generated in the town for operating dry waste collection

centres.



Exhibit 4-13: Dry Waste Collection Centre Model

The proposed system insists on that TP shall establish and

operate a single dry waste collection centres in Kushalnagar

town. Kiosks shall be set up in the centre for collection of

different types of recyclables. The facility would require

10mx10m area for setting up collection centre. This centres shall

be spread across the town for easy access to the generators. TP

shall identify the locations for setting up of waste collection centre.

The proposed dry waste collection centres would be set up and operated by TP. The dry

waste consists of recoverable like plastic materials, paper, metals, etc. which could generate

revenue to TP. TP shall encourage rag pickers for collection of the recyclables who in turn

will be generating revenue. It is proposed to provide 3 PKs at Dry waste collection centre.

The list of manpower requirement is provided in exhibit 4-12.

The dry waste collection centres would function as a social enterprise. The collection

centres would buy the recoverable from the waste generators and sell it to the whole sale

scrap dealers. The additional monetary benefits would be used for O&M of the facility.

Proposed for setting up of a Dry Waste Collection Centre and operated in the town for recyclables by TP.

Household

Commercial/

Establishments/

Institutions

Dry waste collection centre

Sale Rejects

Landfill



4.11 PROCESSING & DISPOSAL OPTIONS AVAILABLE TO ULBS

4.11.1 Site profile

The integrated waste management facility at Kushalnagar town is proposed to be set up at

present dumping ground located at Buvanagiri. The land available at this disposal site is

about 7 acres 15 guntas. The site is now being used as dumping ground with haphazard

dumping of wastes. There are existing pits on site that have been used for trenching type

operations. The site has been covered by walls partially and has a double entry with an

existing security building. The detailed survey of topographical survey of the landfill site is

given in Annexure 4.

4.11.2 Concept of IWMF

A state of the art waste management facility is proposed. The Kushalnagar town has

adequate available land with no major local concerns at this point of time. Since the site is

located outskirt of the town and no public objection, the site is suitable for landfill

development and waste processing. It is proposed to have a facility meeting the standards

as described below.

• The facility should meet and exceed all the environmental standards set by the CPCB.

• The facility should have no materials leaving it except as usable product.

• The facility should not have any offensive visual, sound or odour. The project would

be capable of coexisting with public facilities adjacent to it.

• The facility should maximize the recycling of the waste and limit the landfill quantity

to less than 15 % of waste receipt.

4.11.3 Technology Options

There are several MSW processing technology options, which are being followed in various

parts of the world. These technologies fall in the broad categorization of thermal processing,

biological processing and physical processing. Table below gives details the various

technology options in the above mentioned categories. These have been discussed in

subsequent section in context of technology options for Kushalnagar town.

Exhibit 4-14: Technological Options for MSW processing in different categories

Waste Processing Technology Group Waste Processing Technology



Thermal Processing Technologies

Incineration (Mass burn)

Pyrolysis

Pyrolysis / Gasification

Plasma Arc Gasification

Biological Processing Technologies

Aerobic Digestion (Composting)

Anaerobic Digestion (Bio-methanation)

Landfill as Bioreactor (Bioreactor Landfill)

Physical Processing Technologies

Refuse-Derived Fuel (RDF)

Densification / Pelletisation

Mechanical separation

Size reduction

4.11.4 Thermal Processing Technologies

Thermal technologies are those technologies that operate at temperature more than 200°C

and have higher reaction rates. They typically operate in a temperature range of 375°C to

5,500°C. Thermal technologies include advanced thermal recycling (a state-of-the-art form

of waste-to-energy facilities) and thermal conversion (a process that converts the organic

carbon based portion of the MSW waste stream into a synthetic gas which is subsequently

used to produce products such as electricity, chemicals, or green fuels). This technology

group includes incineration, pyrolysis, gasification and plasma arc technology.

4.11.5 Biological Processing Technologies

Biological technologies operate at lower temperatures and lower reaction rates. Biological

processing technologies are focused on the conversion of organics in the MSW. MSW

consists of dry matter and moisture. The dry matter further consists of organics and

minerals. The organics are biodegradable. Biological technologies can only convert

biodegradables component of the MSW. By products can vary, which include: electricity,

compost and chemicals. This technology group includes Composting, Anaerobic Digestion,

and Bioreactor Landfill.

4.11.6 Physical Processing Technologies

Physical technologies involve altering the physical characteristics of the MSW feedstock. The

MSW is subjected to various physical processes that remove various components from the

materials, reduce the size and increase its heating value. It may be densified or pelletized

into homogeneous fuel pellets and transported and combusted as a supplementary fuel in



utility boilers. This technology group includes Refused Derived Fuel, Mechanical separation

and Size reduction.

4.11.7 Technology Selection

The moisture content in Indian waste is high due to the high food and other organic content

in waste. In Kushalnagar town if the silt wastes are removed from the waste stream the

organic matter is about 45-55 %. Such high moisture contents lead to low calorific value on

as received basis. Thermal processing is difficult and would require energy addition. Further

as mixed wastes are received there is always a threat of combusting plastics which can lead

to dioxins and furans release. It is recommended that no thermal processing technologies be

adopted in Kushalnagar town.

Compost, vermin-compost and bio-methanation plants are working successfully in many

places in India. These technologies recover the organic matter and make them into compost

which is a good soil conditioner and useful for soil management. Bio-methanation has many

useful by-products like biogas, compost and potential use of the liquid as pest repellent etc.

From the agrarian environment of Kushalnagar town the adoption of organic recovery

solutions like composting and vermi-compost are the preferred options. We do not

recommend bio-methanation at present as segregation is a primary requirement for

successful operation of bio-methanation plants and this is not yet in practise. In view of

existing available infrastructure in the Kushalnagar town, existing vermin compost shed has

4 pits of size 4.6mx3.6mx1m which can hold only about 0.19 tons waste per day for 30 days

vermin compost process. While windrow composting technology, it can process fresh waste

generated in the town as well as existing waste available in dumpsite. Hence, we are

recommending the aerobic windrow composting technology. The physical processing

technologies are useful to recover some of the non-organic matter and should be integrated

into the main technology solution linked to organic waste recovery through composting. The

existing vermin compost can also be used at time to time.

Based on the above analysis it is recommended to have aerobic windrow composting based

waste management facility. This would be supported by the recycling of plastics and other in

organics. This technology proposed is simple and easy to implement with potential to meet

the overall objectives of waste management elucidated above. This is cost effective.



4.12 AEROBIC PROCESS – WINDROW COMPOSTING TECHNOLOGY

The Integrated waste management facility has been designed for a capacity of 14 tons per

day for five year period for Kushalnagar Town and Kudumangalore village and also in

consideration of direct waste disposal of Kudige village at processing facility. The capacity

can be enhanced over time. As presented in the previous section the integrated facility will

contain Segregation unit, Windrow compost pad, Plastic and other recycling and Landfill.

The systems have been designed to maximize the potential revenue generation. This facility

reduces the rejects to be landfill to about 15% of the incoming wastes. The integrated

facility will have the components as listed out in the below exhibit.

Exhibit 4-15: Technological Options for MSW Processing in Different Categories



Projected waste for Kushalnagar and Kudumangalore TPD 14.4

Projected waste for Kudige (direct disposal at processing facility) TPD 2.5

Total Waste TPD 16.9

25% of dry waste considered as direct transport to DWC TPD 4.2

15% of Sweeping waste considered as direct transport to low lying area

TPD 2.5

Plant Design Capacity TPD 10.1

Processing Facility

Windrow Composting TPD 10.1

Material Recovery Facility

Refuse Derived Fuel Plant TPD 3.8

4.12.1 Process flow and Material Balance

The integrated waste management facility would consist of a waste receipt and segregation

facility, windrow composting, plastic recycling, RDF and landfill. The material flow for the

integrated waste management facility for Kushalnagar town is given exhibit 4-18.

4.12.2 Layout

The integrated facilities have been planned at waste site spread over an area of 7 acres 15

guntas. Detailed layout plan and other drawing of the waste processing and disposal facility

is given in annexure 4. The overall concept is to create and retain a green character of the

site.It proposed to place the Waste Processing facilities towards the southern side of land.



The existing vermin composting shed is available in southern side of the disposal site. It is

proposed that waste segregation, composting, recycling and storage for compostable and

recyclables shall be provided. A parking area for vehicles, composting facility and leachate

treatment plant are provided. A road network around the site is provided. The security

building and admin building are available. Toilet facilities would also be provided. A green

fence around the site is proposed for a 5 m width.



Exhibit 4-16: Material Balance of Processing Facility

Weighment of MSW at site

(10.1 TPD)

Semi-automated Sorting

(2.5+2.3 TPD)

6.6 TPD

3.1 TPD

3.5 TPD for 35 days Aerobic Compost

(40% moisture loss)

11.7 TPD

2.3 TPD

16.9 TPD

Dry Waste Collection Centre

( 4.2 TPD)

Designated C&D disposal

area (2.5 TPD)

4 mm sieving machine

4 mm sieving machine

Compost

2.4 TPDCompost 2.4 TPD

35 &16 mm Dual sieving machine 35 &16 mm Dual sieving machine

1.2 TPD

Recyclables (1.7 TPD)

Reused as culture (0.7

TPD)

SLF (1.0 + 1.2) TPD

1.0 TPD

RDF (3.8 TPD)



4.12.3 Components of IWMF and its capacities

The common facilities for the Integrated Waste Management includes roads at site,

entrance gate, weighbridge, security and office building, The details of the common facilities

proposed are given in below exhibit.

Exhibit 4-17: List of Proposed Facilities at Site

S.No. List of Facilities Size Unit

1

Shed for Processing Facility 50mx40m Sq.m

Waste Receipt Area 10mx10m Sq.m

Windrow Area 33mx17m Sq.m

Machinery Area - Preparatory line 1 (35 mm) 4mx22m Sq.m

Machinery Area - Preparatory line 2 (16mm) 4mx22m Sq.m

Machinery Area - Finishing line (4mm) 4mx22m Sq.m

Recycling Facility 10mX8m Sq.m

Storage of Recyclables 10mX8m Sq.m

Storage of Compostable 6mX6m Sq.m

2 Weigh bridge room cum Office building with toilet 3mX3m and

1.4mx1.5m Sq.m

3 Weigh bridge platform 9mX3m Sq.m

4 Toilet Block - 2 Seater 2mX3m Sq.m

5 Septic Tank 2.5mX1.5mx2m Cu.m

6 Rain water harvesting 5m diax4.5m (depth) Cu.m

7 SLF and Leachate collection tank (3.5m dia and 2m

height) 40mx34m Sq.m

8 Leachate Treatment -PGF 15mX15m Sq.m

9 Leachate Collection Tank for Windrow platform 1.5mx2mx1m Cu.m

10 Deep Waste Burial facility - 6 Nos. 1.5mx5mx1.5m Cu.m

11 Internal Road - 5m wide 516 Rm

12 Drain 426 Rm

13 Crop Demonstration 4683 Sq.m

14 Social Forestry 10371 Sq.m

15 Compound wall for remaining area 70 Rm

Exhibit 4-18: List of Proposed Machineries, Tools and Equipment at Processing Facility and Dry waste collection centre

S.No. List of Equipments, Tools & Machinery Size Unit

A. Processing Machinery

1 Preparatory Machinery Line 1 - 35mm



Hopper 1 No.

Belt conveyor 1mx5m Sqm

Feeding conveyor 0.8mx6m Sqm

Trommel 1.5mx4m Sqm

Under conveyor 0.8mx6m Sqm

Reject conveyor 0.8mx5m Sqm

2 Preparatory Machinery Line 2 - 16mm


Trommel 1mx4.5m Sqm


Accept conveyor 0.8mx5m Sqm


3 Finishing Machinery - 4mm

Hopper 1 No.

Belt conveyor 1mx5m Sqm


Trommel 1mx4m Sqm



4 Tools - Bagging tools, weighing machine, hand

sieving screen and basket 1 Set

B. Recycling Facility

1 Belt conveyor 1.2mx5m Sqm

2 Bailing Unit 1 No.

3 Storage Bins (1.1m3) 5 Nos.

C. Others Facilities

1 Furniture and Fixtures 2 Set

2 Security LED Light Magnet Wand Baton 3 Nos.

3 Computer appliance 2 Set

4 CCTV camera 5 Nos.

5 Fire extinguisher 7 Nos.

6 Biometric system 2 Nos.

7 GPS for all vehicles 10 Nos.

8 Walkie Talkie 5 Nos.

9 Soundbox, Mic and Advertising board for auto

tippers 7 Nos.

10 Electronic LED screen and Projector 1 set

11 Weighing machine for dry waste collection centre 1 No.



(digital computing bench scale)

12 DG set (62.5 KVA) 1 No.

13 Transformer (50 KVA) 1 No.

Exhibit 4-19: Details of Common Facilities Proposed at Site

S. No. Component Details

1 Boundary Wall Partial compound Wall exists at the site. Remaining 70 m

compound wall shall be provided

2 Internal Roads It is proposed to provide 5 m wide concrete road of 213m

length and 5 m wide mud road of 303 m length at site.

3 Entrance gate Two gates are available at the entry of the facility one for

vehicle entry.

4 Weighbridge

It is proposed to have 30 tons weighbridge of

electromechanical type with 3 m x 9m loading platform at

the entry of the waste management facility. The weigh

bridge system would have a vehicle monitoring and staff

time monitoring system.

5 Security building Existing facility is retained.

6

Office building, Weigh

bridge room and

toilet block

It is proposed to provide 3mx3m size of office building cum

weighbridge room and 2-seater toilet block is also

proposed.

7 Water facilities Borewell 1 nos. is available. It is recommended that water

supply line shall be provided

8 Power facilities Transformer is proposed at processing site. It is

recommended that separate KEB line shall be provided

9 Waste water

treatment plant

The leachate generation is expected from the landfill

during the monsoon. No leachate from the treatment

facilities as expected as all of them are completely covered

and generated leachate would be reused internally. The

leachate generation may happen for about 60-90 days as

the rainfall days are limited in Kushalnagar. The facility

design has been selected to enable simple operation.

10 General Services

The general services include the lighting of the facility for

minimum 20 lux. No night operations are proposed and

hence limited lighting is adequate. Firefighting tools and

services are proposed including preparation of a fire

fighting requirement assessment and plan preparation.

11 Rainwater harvesting

It is proposed to have rainwater harvesting on all buildings

and harvesting of water from all open areas by directing to

the water different percolation pits around the site.



4.12.4 Detailed design

The civil estimates have been done based on the Mangalore circle SR 2016. The SBC analysis

should be considered during construction of civil work in the SWM site. The detailed

drawings of the processing and disposal facilities have been provided in annexure 4. The

design details are provided for each of the facility below.

4.12.5.1 Waste Segregation Facility

The waste arriving at the integrated waste management facility is weighed at the gate and

data recorded. The vehicles arriving are smart segregated. The balance of the materials are

taken to the segregation facility and tipped. The segregation facility is an enclosed structure.

At the tipping floor the large contraries are removed and transferred to waste a receiving

hopper. The waste is taken through a conveyor to 2 m diameter rotary sieve of with 100 mm

holes. The materials passing are taken for aerobic composting and the oversize materials are

taken for recycling or landfill.

4.12.5.2 Aerobic composting facility

Aerobic Composting is used for stabilizing organic matter. Composting can be used for

mixed wastes and results in production of stable product- compost which depending upon

its quality can be used as soil conditioner or potting medium. In this section the detailed

design and technical specifications of the compost facility are discussed.

A. Aerobic Waste decomposition processes: an overview

Aerobic composting involves the stabilization of the organics into compost by

microorganisms, which require the oxygen in air for their survival and growth. During this

process of conversion heat is released. There are ideal limits fo\r different parameters

within which these microorganisms survive. Adequate moisture is required for the

microorganisms to survive and composting to take place. If these conditions are ensured to

be stable the compost quality and time of composting process can be controlled. In batch

conditions the composting process continues at progressively reducing rate as the oxygen

becomes a limiting factor or organics get consumed. To ensure the survival of these

organisms the availability of oxygen in the waste being composted has to be ensured

through provision of air. For economic reasons the time of composting is restricted till the



major conversion is done and subsequently compost maturing is taken up till the compost is

safe for application to plants. The organics typically have high moisture and in the compost

process this is removed. There are different possible configurations of holding waste and

providing air for aerobic composting. The selection of this is based on economics and

competence in handling technology.

The various parameters that affect the composting process and the compost quality are

organisms’ population, carbon Nitrogen ratio, temperature, aeration and moisture. The

above-mentioned controlling parameters need to be monitored in the industrial scale plant.

In large composting operations it is necessary to monitor the wastewater, which comes out

of the organic waste, called leachate. The production of this leachate has to be minimized

and whatever leachate is generated has to be collected and reused for maintaining the

moisture content of the heap and as an inoculum.

B. Design choices

There are many alternative approaches, which have been adopted for composting of

municipal solid wastes based on the broad principle of aerobic composting. The following

approach has been adopted for CMC. The waste as received is pre-sorted. The waste is

formed into windrows and aerated. Roof is proposed for the composting yard. The design is

based on a 35-day waste composting cycle with 14-day additional provision in concrete yard

for additional waste load and for management during monsoons.

C. Sizing of plant

The composting plant has been grouped into 3 parts. The inheriting part, which is the basic

composting process consisting of the wastes windrowing process including aeration so that

a stabilized material is produced. The second part is the compost segregation plant also

called the processing facility where the stabilized wastes are segregated into compost and

rejects and finally maturation and storage part. As discussed previously, the processing

facility is designed to handle 14 tons per day.

D. The process Flow

The proposed type of waste processing facility is Windrow Composting system. Turning of

windrows is done using front-end loaders and optional primary air supply is through



blowing. The step-by-step process operations are given below. The various aspects, which

come into play at each of the steps, is also given.

E. Stabilising Facility

Step 1: The waste is transferred from segregation facility to the aerobic composting yard.

Step 2: The segregated waste is sent to the windrow platform. The windrow is then sprayed

with cow dung or bio culture slurry. The cow dung or bio culture slurry is made in mixing

tank provided.

Step 3: The windrow is maintained for 7 days. The temperature is monitored to ensure that

the composting process is on-going. The leachate from the windrow comes out and is

collected in the drain. The drain is connected to the leachate tank. The leachate from

leachate tank is used for making the inoculums slurry.

Step 4: At 7thday from start the first windrow is reorganized. The waste volume would have

reduced by about 20 % compared to start with moisture reduction and degradation. While

re-forming the windrow addition of inoculums slurry and water to maintain the moisture is

done using the trailer mounted slurry tank. The temperature profile in the second windrow

is monitored. The leachate from the windrow may come out and is collected in the drain.

Step 5: At 14thdays from start the second windrow is reorganized. The waste volume would

have reduced by about 20% compared to start of windrow 2 with moisture reduction and

degradation. The balance of the waste is reformed into the third windrow. Addition of water

is undertaken if required. The temperature profile in the third windrow is monitored. No

leachate is expected from now on.

Step 6: At 21stdays from start the third windrow is reorganized. The waste volume would

have reduced by about 20% compared to start of windrow 3. The wastes are reformed into

the fourth windrow. Addition of water is undertaken if required. The temperature profile in

the fourth windrow is monitored.

Step 7: At 28thdays from start the fourth windrow is reorganized. The waste volume would

have reduced by about 5% compared to start of windrow 4. The wastes are reformed into

the fifth windrow. Addition of water is undertaken if required. The temperature profile in

the fifth windrow is monitored. This is the maturing stage of the compost.



Step 8: At 35thdays the waste is now composted and it is transferred to the processing line

initial hopper.

F. Waste processing facility

Step 9: The aerobic composting waste is fed into the hopper in the processing line using a

front-end loader. The waste is drawn from the hopper using aconveyor. It is transferred to

another conveyor, which lifts it into the first rotary sieve. The rotary sieve has combination

of 35 mm 16 mm and 4 mm punched holes. The waste not passing through the sieve is the

reject, which is then transferred using the belt conveyor to the reject platform. The

materials not passing through the sieve is transferred out using a chute. The materials

passing through the sieve is transferred using a chute to a heap. The compost at the heap is

further processed with admixtures or directly bagged for sale.

The material of size between 16 mm and 4 mm is sold as grade II compost and the materials

less than 4 mm is grade I compost. Additional products with different admixtures are made

and sold as niche products. The present design does not provide the mixing and grinding

facility for compost up gradation, as this would depend on marketing plans. Space for

provision of these facilities is provided. Bagging is proposed manually.

Step 10: Materials recovery from the rejects is undertaken and the recyclables are stored in

the recyclables shed.

The reject are taken out for disposal in landfill daily. The recyclables are sold when adequate

quantity is available for transport. The compost is sold as per demand.

Exhibit 4-20: Area Requirement of Aerobic Composting Process and Recycling unit


Design Basis


Design Tonnage (after screening) TPD 13.9

Density of waste under windrow formation (in t/cum ) t /m3 0.60

Density of waste at windrow nos. 2,3,4 ( in t/cum ) t /m3 0.60

Density of waste at 5th windrow ( in t/cum ) t /m3 0.60

Movement Space to be Provided

Movement space required on periphery:



Along length m 3.00

Along breadth m 3.00

Movement space required between windrows (W/R):

Along length of windrow m 3.00

Along breadth of windrow m 4.00

7 DAY Windrow Operation

No. of days considered for the first windrow day 7.00

Unit

W/R

NO.1

W/R

NO.2

W/R

NO.3

W/R

NO.4

W/R

NO.5

Volume ( in cum ) m3 24.00 15.00 9.00 5.00 3.00

Top width ( in m ) m 2.50 2.00 2.00 2.00 2.00

Bottom width ( in m ) m 5.00 4.00 4.00 4.00 4.00

Height ( in m ) m 3.00 3.00 2.50 2.50 2.50

C/S Area ( in Sq.m ) m2 11.25 9.00 7.50 7.50 7.50

Length of W/R ( in m ) m 3.00 2.00 2.00 1.00 1.00

Total length required m 21.00 14.00 14.00 7.00 7.00

Individual Windrow area m2 105.00 56.00 56.00 28.00 28.00

Windrow area Proposed

Windrow area m2 561.00

Area for Waste Segregation 100.00

Area required for Processing Machinery m2

Pre-sorting Machinery m2 88.00

Preparatory Machinery m2 88.00

Finishing Machinery m2 88.00

Area for Recycling unit m2 80.00

Area for Storage shed - Compostable m2 36.00

Area for Storage shed - Recyclables m2 80.00

Total area required for processing facility m2 1121.00

Proposed area including movement area at twice the total

area m2 2000.00

Existing Windrow pad available at site (40m x 30m) m2 1200.00

Remaining area to be constructed for windrow pad (40m x

20m) m2 800.00

It is proposed that a waste receipt, waste segregation, processing and 35 days windrow,

recycling unit and storage for compost and recyclables shall be provided. The existing pad is

not adequate for windrow composting process of 14 tons of waste per day. It is proposed to

extend the windrow pad area by 800 sqm to accommodate the waste. The layout of the



Processing facility is given annexure 4.It is proposed to provide 10 PKs, 3 drivers for tractor

trailer and front end loader for material transfer, 1 plant supervisor and 2security guards at

processing facility. The list of vehicles requirement and manpower requirement are

provided in exhibit 4-11 and 4-12 respectively.

4.12.5 Leachate from Processing Shed

Leachate collection tanks shall be provided at waste segregation area and at the windrow

compost area. It is proposed for construction leachate collection tank next to the windrow

compost pad. The leachate tank near the windrow composting area shall collect the

leachate both from windrow compost and sanitary landfill. The leachate collected shall be

reused for spraying on the windrows. The leachate collected in the waste segregation area

and SLF shall be treated together in Planted Gravel Filter and used for plantations in the

facility.

Exhibit 4-21: Leachate Generation from Waste Processing & Compost Area

Location Quantity

(m3)

Days of

operation (days)

Leachate

Generation

Quantity of

Leachate

(m3/day)

Quantity of Waste Receipt. 23.2 1 5% 1.16

Quantity of waste in

Maturation Shed (35 days) 23.2 1 5% 1.16

Total Quantity of Leachate Generation 2.32

4.13 SANITARY LANDFILL

MSW if dumped in open pollutes all environmental components. Waste pollutes air through

gases, dust, litter and bad odour. Water passing through the waste results in leachate with

high COD, heavy metals and salts content. Leachate generated contaminate ground water,

runoff from disposed waste will result in contamination of surface water. The disposed

waste has aesthetic negative impact on the surroundings.

The term ‘landfill’ is used to describe a unit operation for final disposal of ‘MSW on land,

designed and constructed with the objective of minimum impact to the environment by

incorporating eight essential components as described by CPHEEO Manual, 2000. This term

encompasses other terms such as ‘secured landfill’ and ‘engineered landfills’ which are also

sometimes applied to MSW disposal units. The term ‘landfill’ can be treated as synonymous



to ‘sanitary landfill’ of MSW, only if the latter is designed on the principle of waste

containment and is characterized by the presence of a liner and leachate collection system

to prevent ground water contamination.

(a) Land filling will be done for the following types of waste:

(i) Comingled waste (mixed waste) not found suitable for waste processing;

(ii) Pre-processing and post-processing rejects from waste processing sites;

(iii) Non-hazardous waste not being processed or recycled.

(b) Land filling will usually not be done for the following waste streams in the MSW:

(i) Bio waste/garden waste;

(ii) Dry recyclables.

(c) Land filling of hazardous waste stream in the municipal waste will be done at a

hazardous waste landfill site; such a site will be identified by the State Government

and is likely to be operated by industries of a district/state. If such a landfill is not

available, municipal authorities will dispose the hazardous waste in a special

hazardous waste cell in the MSW landfill.

(d) Land filling of construction and demolition waste will be done in a separate landfill

where the waste can be stored and mined for future use in earthwork or road

projects. If such a landfill site is not available, the waste will be stored in a special cell

at a MSW landfill from where it can be mined for future use. Construction and

demolition waste can be used as a daily cover at MSW landfills; however only

minimum thickness of cover should be provided.

The essential components of landfill are:

(1) A liner system to protect leakage of liquids and gases to soil

(2) A leachate collection and control system for collection and extraction of leachate

from the landfill base

(3) A gas collection and treatment system for collecting gas from the top and its

utilization for energy recovery

(4) A final Cover to enhance water drainage and to support vegetation

(5) Environmental Monitoring System which periodically collects and analyse samples

from air, water, soil- gas and groundwater around the landfill site



(6) A closure and post closure plan listing measures to close and secure the landfill

site

4.13.1 Landfill Design Requirements and Standards

The design requirements for landfill are broadly divided into three components as follows;

• Earth Works

• Base sealing system

• Top sealing system

The first two components shall be designed during the construction of the landfill facility.

The top sealing system shall be carried out at the end of the useful life of the landfill which

happens after a period of around 4-5 years based on the design and usage parameters.

(a) Earth Works

The design of the layout is made in such a way that all planed areas have sufficient

inclination to guarantee an unhindered run off of leachate and storm water. The design of

the landfill has to be prepared in such a manner, that the amount of cut and fills are finally

in a balance. Required cover material need to be considered and has to be made available.

Filling and compacting must be carried out in layers of up to 40 cm maximum.

(b) Base Sealing System

i. Basic Elements

To avoid negative impact of the landfill body a surface sealing system has to be installed

after the filling of the landfill or parts of it (landfill cells) are completed. The sealing system

has to fulfil the guidelines and technical requirements as defined in the EIA and in the MSW

Rules, 2000. The surface sealing system has to fulfil the following requirements:

1) Mineral sealing layer

2) HDPE Geo-membrane layer

3) Drainage layer

4) Non woven Geo Textile layer

5) Soil layer



ii. Mineral Sealing Layer

The mineral sealing layer of 900mm depth will be installed in four layers of at least 225 mm

thickness each. A suitable binding material (suitable combination of coarse and fine

particles) should be used. This material must be installed during favourable weather

conditions. The following qualities are required:

• at least 10 mass-% of clay particles with a high adsorptive capacity,

• maximum 5 mass-% of organic substances and

• maximum 15 mass-% of carbonate.

A permeability of the mineral sealing layer of kf 1 x 10-9 m/s has to be ensured. For the

material and its installation the following requirements must be considered:

• homogenous material that has a homogenous water content and homogenous

incorporation of the material,

• proctor density (DPR) of each layer of DPR 95 %, and

• Water content (w) must be higher than the proctor water content.

• Alternatively, Geo-synthetic clay liner and may also be used along with 600mm of

native soil as the mineral sealing layer.

iii. HDPE Geo-Membrane

The second sealing liner will be a High-density polyethylene (HDPE) geo-membrane with a

minimum thickness of 1.5 mm. The geo-membrane can only be installed during favourable

weather conditions. For the constructing of the layer the following items have to be

considered:

• Welding of the HDPE layer is only possible if the sun does not shine directly on the

HDPE layer in summer time (danger of blistering),

• Water is not allowed on the landfill base of the HDPE layer,

• Before work starts the way of placing has to be defined in a plan,

• The placed HDPE layer must be fixed (e. g. sandbags),

• No equipment must drive on the welded HDPE layers (only the necessary equipment

for welding), and

• Every welding seam has to be double checked (stability, density with under pressure

method, thickness, visual inspection).



iv. Drainage (Leachate) Layer

A drainage layer, consisting of gravel with a grain size of 16/32 mm will be applied to assist

drainage of leachate. Gravel will consist of uniform sizes and be washed to ensure a high

permeability. Perforated HDPE leachate collection pipes will be embedded in the drainage

layer to further assist leachate collection. Leachate will drain towards the leachate pond.

The thickness of the drainage layer will be at least 300 mm. The gravel has to fulfil the

following quality standards:

Permeability kf 1 x 10-3 m/s and b. maximum 20 mass-% of carbonate.

v. Geo-Textile – Protection Layer

For protection of the HDPE layer, a geo-textile must be applied. A geo-textile material,

which is needle-punched and non-woven, will be used as a protection layer. For

incorporation of the layer, the following items have to be considered:

• Weight of geo-textile 2000 g/m²,

• Proof of stamp pushing through force,

• Proof of strip tensile strength,

• Static proof, and

• Proof of stability and resistance to sliding during building and final state.

Laying of the geo-textile is carried out after acceptance of the layers laying underneath. No

vehicles must drive on the geo-textile no equipment or machines should be stored on this

layer. The position of the layer must be secured by appropriate measures to prevent them

from getting lifted up (e. g. sand bags).

vi. Soil Layer

For protection of the Geotextile layer, a soil layer of 300 mm thickness must be applied. A

suitable binding material (suitable combination of coarse and fine particles) should be used.

This material must be installed during favourable weather conditions. The following

qualities are required:

• at least 10 mass-% of clay particles with a high adsorptive capacity,

• maximum 5 mass-% of organic substances and

• maximum 15 mass-% of carbonate.



(c) Top Sealing System

i. General

To avoid negative impact of the landfill body a surface sealing system has to be installed

after the filling of the landfill or parts of it (landfill cells) are completed. The sealing system

has to fulfil the guidelines and technical requirements as defined in the EIA and in the MSW

Rules, 2000. The surface sealing system has to fulfil the following requirements:

1) 300 mm compensation layer

2) Composite layer

3) 450 mm vegetative layer

4) Geo coir layer

After reaching the highest level of each construction phase, as final cover, the surface

sealing system has to be placed on top of the waste body. The surface sealing system will be

constructed with a maximum slope of 33 % in the embankment area.

ii. Compensation Layer

After completing the waste filling, the waste surface will be re-profiled according to the

planned inclination of the surface sealing system. Above the waste surface, the

compensation layer made of a homogenous non-binding material will be applied. The

thickness of the layer will be 600 mm. The layer will be the foundation for the mineral-

sealing layer. Alternatively, Geo-synthetic clay liner and may also be used along with 600mm

of native soil as the mineral sealing layer.

iii. HDPE Geo-Membrane

The second sealing liner will be a High-density polyethylene (HDPE) geo-membrane with a

minimum thickness of 1.5 mm. The geo-membrane can only be installed during favourable

weather conditions. For the constructing of the layer the following items have to be

considered:

• Welding of the HDPE layer is only possible if the sun does not shine directly on

the HDPE layer in summer time (danger of blistering),

• Water is not allowed on the landfill base of the HDPE layer,

• Before work starts the way of placing has to be defined in a plan,



• The placed HDPE layer must be fixed (e. g. sandbags),

• No equipment must drive on the welded HDPE layers (only the necessary

equipment for welding), and

• Every welding seam has to be double checked (stability, density with under

pressure method, thickness, visual inspection).

.

iv. Vegetative Layer and Geocoir layer

The Geo coir layer followed by vegetative soil layer (topsoil) will be used for the final

restoration of the site. The re-cultivation layer will have a thickness of at least 450 mm.

Plants will be placed in accordance to the local flora as provided in the vicinity of the site. In

order to protect the sealing system, deep rooting plants must be avoided. The plants have

to protect the total sealing system against wind and water erosion and have to minimise

rainwater infiltration.

4.13.2 Tests and Samples during Construction of the Sealing Systems

The tests and samples during construction of the sealing system need to be agreed with the

Contracting Authority but it is likely that they will include the following items.

(a) Aptitude Test

The fundamental suitability (aptitude test) of the used materials provided for the mineral

base and surface sealing system must be proven before construction works start. The

suitability tests of the used mineral sealing material have to be approved by laboratory tests

and a test field. The following laboratory testing is required:

a) grain-size distribution

b) water content

c) consistency of material

d) water absorption of material

e) portion of organic materials

f) portion of carbonate

g) density

h) proctor density

i) water permeability



j) homogeneity

The suitability of the used drainage material has to be also approved by laboratory tests.

The following tests are required:

a) grain-size distribution

b) content of organic materials

c) content of carbonate

(b) Test Field

Within a test field the suitability of the clay must be proven under the supposed site

conditions. These test fields are the basis for all conditions stipulated for later application by

an independent supervisor.

Construction starts with 4 layers of 225 mm each and includes all above mentioned

laboratory tests and examinations required for each layer by taking some samples. Visual

tests have to be performed by trial pits. The test fields have to be performed outside of the

sealing areas. The results from the test field (including the results of the laboratory tests)

must be evaluated and documented including the following statements with regard to the

design of the mineral sealing system:

a) Compacting methods

b) Compacting equipment

c) Number of compacting transitions

d) Operation speed of compacting equipment

e) Thickness of un-compacted layers (before compaction)

f) Type of homogenisation

The test field must be at least 20 m in length, the minimum width must be 2 machine widths

plus the required ramps 1: 10 and the embankments 1: 5 as well as the distance of

acceleration and deceleration with driving tracks as wide as the equipment, which are

arranged alongside. The test fields should be located at the bottom and embankment area

of the landfill. They should represent the same slopes as landfill. After the mineral sealing

material has been tested, the application of the other sealing compounds, protection layer

and drainage layer will be tested in the test field accordingly. This will be done for the base

sealing as well as for the surface sealing.



(C) Quality Assurance during Construction Works

For the quality assurance during construction works the requirements are as follows:

a) The mineral sealing layers must be built under weather conditions which are in

compliance with required conditions (water content, degree of compression,

coefficient of permeability; example: no construction during heavy rain fall)

b) The top of each completed layer of the mineral sealing system must be dewatered

sufficiently. Shrinkage cracks must be avoided by taking technical measures.

c) Soil lumps which are bigger than 32 mm shall not be used for construction the

mineral sealing.

d) The sealing material must be homogenous and show regular placement water

content. The layers must achieve a homogenous sealing mass. The layers shall

overlap.

e) After completion of each compacted layer an acceptance test must be carried out

before starting the next layer.

f) During and after incorporation the following tests and checks must be carried out

especially for the mineral-sealing layer (for re-cultivation layer, drainage layer and

compensation layer the test has to be done similar):

i. density

ii. thickness of each layer

iii. flatness of each layer

iv. grain-size distribution

v. water content

vi. consistency of material

vii. water absorption of material

viii. proctor density

ix. permeability

x. content of organic parts & carbonate

These tests should be carried according a defined scheme. The laboratory test for the

aptitude test and the quality assurance during construction works have to be carried out by

a qualified geo-technical institute.



4.13.3 Design &Area Requirement

Based on the growth of population and the reduction of waste by recycling and treatment

the volume of waste to be taken to the landfill site has been calculated considering the

following assumptions:

• Waste generation as described

• 15% rejects to be landfilled in case of Compost Processing Plant

• Daily covering of waste (10% of waste volume)

• Specific weight of waste in average 0.80 t/m³

The rejects and inert materials from the processing plant shall be land filled at the

engineered sanitary landfill as per MSW Rules 2000. The actual design of the Sanitary

Landfill has been carried out by assuming that residual waste of 15% to be landfilled. This is

done in line with the general practices adopted across the country to ensure that any

unexpected fluctuations in the residual waste quantities shall not cut short the life of the

landfill below five years.

Exhibit 4-22: Area Requirement for Sanitary Landfill

Design Year Year 2016

Total Waste Generation TPD 12.3

Landfillable Waste TPD 1.8

Density of Landfill Waste T/ m3 0.8

Design Life

Active Period Yrs 15

Closure and Post Closure Period Yrs 5

Total Height of the Landfill m 6

Height below ground level m 3

Height above ground level m 3

Side Slope to be maintained above ground level 1:4 0.25

Side Slope to be maintained below ground level 1:1 1

Landfill Capacity, Height and

Area Phase 1 Phase 2 Phase 3 Phase 4 Phase 5

Start Year 2016 2019 2022 2025 2028

Till Year 2018 2021 2024 2027 2030

Cum. Landfill waste till

(TPY) 2,411.26 2,690.47 3,012.30 3,355.86 3,750.33

Cum. Landfill waste till 3,014.08 3,363.08 3,765.38 4,194.82 4,687.91



(m3)

Total Volume of daily

cover 15% 452.11 504.46 564.81 629.22 703.19

Total Volume required

for components-Liner

and Cover system

50% 1507.04 1681.54 1882.69 2097.41 2343.96

Total Capacity of

Landfill cu.m 4,973.23 5,549.09 6,212.88 6,921.46 7,735.06

Total Capacity of Landfill for active period cum 16,735.20

Area of the Landfill for active period Sq.m 5578.40

Area of the Landfill for active period Acre 1.38

Shape of Landfill Rectangular Shape

Landfill Phases

Phase 1 Phase 2 Phase 3 Phase 4 Phase 5

Active life period yrs 15 15 15 15 15

Duration of one phase yrs 3 3 3 3 3

Number of Phases

(each phase extends

from base to final

cover)

1 1 1 1 1

Volume of one phase Cum 4,973.23 5,549.09 6,212.88 6,921.46 7,735.06

Additional 10% of

Land is required for

infrastructure facilities

Cum 497.32 554.91 621.29 692.15 773.51

Total Volume of the

Landfill Cum 5,470.56 6,104.00 6,834.17 7,613.60 8,508.56

It is estimated that area required for active life of landfill is 1.38 acres for 15 years

implemented in five phases of each three years. However, in line with the existing practices,

it is proposed to implement the first phase initially. The subsequent phases could be

constructed as and when the existing landfill reaches towards the end of its useful life.

Accordingly, the detailed estimate of the initial phase of the sanitary landfill is provided

below:

Phase Size of the Landfill Sq.m 40mx34m

Width at GL m 34

Length at GL m 40

Width at Bottom of the landfill (-2m) m 28

Length at Bottom of the landfill (-2m) m 34

Width at Top of the landfill (+3m) m 10



Width at Top of the landfill (+3m) m 16

Landfill Volume below GL cu.m 3450.00

Landfill Volume above GL cu.m 1992.00

Volume of SLF cu.m 5442.00

Area of the SLF Sq.m 1360.00

Area of the SLF acre 0.34

4.13.4 Leachate from Landfill

The leachate from the landfill is mainly due to the rain water. Therefore the leachate

depends on the rainfall in the town. Annual peak precipitation in Kushalnagar is 1033 mm.

Exhibit 4-23: Leachate Generation from Sanitary Landfill

Particulars Quantity Unit

Annual Peak Precipitation in Kushalnagar 1033 Mm

Area of the Land fill 1360 sq. m

Monsoon duration 90 Days

Leachate Generate from the SLF 15.61 m3/day

Leachate from the Waste processing, composting and SLF shall be collected & treated

together in Planted Gravel Filter.

Exhibit 4-24: Total Leachate Generation & sizing of Leachate Collection Tank

Particulars Quantity Unit

Leachate Generate from the SLF 15.61 m3/day

Leachate from Windrow & Waste processing area 2.3 m3/day

Total Volume of Leachate Generation 17.93 m3/day

Dimension of leachate collection tank for Processing area 1.5mx2mx1m

Dimension of leachate collection tank for Sanitary

Landfill Facility 3.5m diax2m ht

4.14 LEACHATE TREATMENT PLANT - PLANTED GRAVEL FILTER

Planted Gravel Filter (also known as Constructed Wetlands) is a biological wastewater

treatment technology designed to mimic processes found in natural wetland ecosystems. It

is a shallow basin filled with filter material (substrate), usually sand or gravel, and planted

with vegetation tolerant of saturated conditions. Wastewater is introduced into the basin

and flows over the surface (horizontal flow) or through the substrate (vertical flow), and is



discharged out of the basin through a structure which controls thedepth of the wastewater

in the filter.

Exhibit 4-25: Constructed Wetlands

Research studies have shown that Planted Gravel Filters (PGFs) have great potential in

controlling water pollution from domestic, industrial and non-point source contaminants.

The technology is receiving increasing attention for wastewater treatment and recycling due

to the following major advantages:

• use of natural processes

• simple construction (can be constructed with local materials)

• simple operation and maintenance

• cost-effectiveness (low construction and operation costs)

• process stability

There are mainly two types of flow directions used in PGFs. These are horizontal flow (HF)

and vertical flow (VF). It is proposed to have HF PGF for capacity of 18 m3 leachate.

Exhibit 4-26: Sizing of Planted Gravel filter for Leachate

S.No. Parameters Size Unit Remarks

Plated Gravel Filter

1 Area of bed - HF 467.69 m2 • Inlet BOD 5 Concentration: 550

mg/l

• K for HF: 0.15 2 Width (HF) 15 m



3 Length(HF) 15 m

• Area as per kickuth

• Width as per Darcy’s Law

Assume depth as 0.4 m

4.15 DISPOSAL OF INDUSTRIAL WASTE

Kushalnagar town does not have significant industrial wastes and especially of the

hazardous type. Any specific industrial waste requiring special treatment shall not be taken

into the municipal waste facility and linked to the industrial waste treatment and disposal

facility.

4.16 DISPOSAL OF BIOMEDICAL WASTE

At present, Bio Medical Waste generated is being managed Shree Consultants for the

Kushalnagar town. This is privately managed and the same should continue. However TP

shall ensure the system is being working effectively and no biomedical waste shall be

mixed with municipal solid waste. No new facility is proposed

4.17 DISPOSAL OF SLAUGHTER HOUSE

The present practise is meat waste (chicken, meat, fish, etc) waste is collected in auto tipper

and disposed in the dumpsite. The existing practise of collecting the meat waste separately

shall be continued. It is proposed to dispose of the meat waste in Deep Burial pits in IWMF.

The concept of Deep Burial is, the waste will be disposed and lime will be sprinkled on the

waste and will be covered by soil on daily basis. The same practise shall be followed. It is

proposed 6 nos. of pits for deep burial facility. Each pit shall be of the dimension

1.5mx5mx1.5m.

4.18 REMEDIATION OF EXISTING MSW AT DUMPSITE

Based on the topographical survey conducted in November, 2015 and considering quantity

of MSW being received presently at the dumpsite, the total quantity of MSW accumulated

at the dumpsite has been calculated. The future quantity of waste that is expected to be

received at the dumpsite till its rehabilitation has also been considered to arrive at the

quantity of MSW that has to be dealt with. The below exhibit shows the MSW quantity at

site. It is proposed that the existing waste shall be processed and recovered the inorganic

materials through 35mm rotary screen proposed at waste processing facility. The remaining



waste shall be tested according to FAO quality and sold to locally or else it can be filled in

sanitary landfill if compost standard not meet.

Exhibit 4-27: Assessment of Existing MSW Quantity at Dumpsite

S.No. Description MSW Quantity

Remark Cum. Ton

1 Quantity of MSW accumulated

at dumpsite 5489 3294 Density of MSW @ 0.6 T/Cum

2

Assuming, MSW receipt up to

January 2017(from December

2015 to June 2016), the

quantity of waste to be

accumulated

4500 2700

Assuming site rehabilitation

works start in October, 2016

and complete in January, 2017

Total 9989 5994

About 5,994 tons of unprocessed waste is accumulated in the existing landfill site. The same

has to be processed for recovering inorganic components.

4.19 SMART MONITORING AND CONTROL OF MSW OPERATIONS

4.19.1 GPS (Global Positioning System)

The transportation vehicles involved in transferring the waste from the collection points to

the treatment and disposal sites would be performing multiple trips in a day. Monitoring

and tracking these vehicles is a vital activity which cannot be carried out by manual

methods. Therefore, a GPS based vehicle tracking and management system is proposed for

monitoring these MSW transportation vehicles. Each of the transportation vehicles would

be fitted with a GPS device and operations would be centrally controlled at Kushalnagar

town. The system would help optimize vehicle routes and improve the efficiency of the

transportation system, thereby reducing the overall cost of the SWM system. The key

benefits of using the GIS system are set out below.

i. Possible to continuously monitor and track the transportation vehicles.

ii. Useful to identify the deviations in operations.

iii. Useful to identify the vehicles idling during operation.

iv. Helpful in computing the kilometers operated by the private transportation vehicles.

v. Helpful in route optimization – shortest path from the collection point to the

treatment & disposal facility.



4.19.2 RFID, GPS, GIS and GSM technologies

The objectives of this model are real time monitoring of status of bins, estimation of amount

of waste in and around bins, surveillance for monitoring the movement of vehicles,

optimization of routes and reallocation of bins according to the estimated waste, availability

of management information system (MIS) reports for effective planning of resources

schedule, and providing transparency in civic administration. It consists of a garbage truck

equipped with an RFID reader, GPS and GPRS module.

Each container is equipped with an RFID label having a unique identification code. Low

frequency passive tags are proposed because they offer long term low cost solutions and

are operational in extreme conditions resistant to environment hazards. Geo-coding of

containers is done manually through field visits and by noting the locations using a GPS

receiver. When the container gets loaded onto the truck, the reader reads the serial number

of the tag on the container. At the same time, the GPS receiver on the truck calculates its

location using satellite data. The serial number of the tag, location, date and time are

transmitted real time via the GSM network to the communication gateway of the control

server. After data processing, it is transferred to the GIS terminal.

This system can be used for:

• Point to point collection monitoring and control

• Monitoring of fleet status

• Real time management of missed collection points

• Calculation of contractor payment

• Management information system (MIS)

• Management of civilian complaints

• Transparency in civic administration

4.20 LEGAL ASPECTS

4.20.1 Introduction

The legal framework for solid waste management stems from the Municipality Act, the state

policy on solid waste management and the MSW rules 2000 and associates rules. It is



advisable to incorporate in the responsibilities of the various stakeholders to enable

enforcement of proper solid waste management.

4.20.2 Proposed Provisions

The following legal provisions may be incorporated in the Kushalnagar town.

a. Prohibition against littering the streets, deposition of solid waste on the streets, Open Defecation etc;

No person shall litter on public places or deposit or cause or permit to be deposited or

thrown upon or along any public street, public place land belonging to the TP.

b. Duty of household not to mix recyclable/non-biodegradable waste and domestic hazardous waste with food waste etc.

To ensure that the recyclable waste as well as non-biodegradable waste generated at the

said premises does not get mixed up with the food/biodegradable waste and stored

separately.

c. Duty of Societies/Associations/Management of Commercial complexes to clean their premises and to provide community bins

Management of societies, Associations of residents, commercial establishments,

institutional, markets and like to arrange for daily cleaning of their internal streets, common

spaces etc., and provide community bins of appropriate size. A separate community bin may

be provided for the storage of recyclable waste where door to door collection of recyclable

waste is not practiced.

d. Community bins to be kept in good condition

In all the times community bins to be kept in good condition, regularly maintained and shall

be provided in such a number and at such places as may be considered adequate and

appropriate to contain the waste produced by citizens supposed to be served by the

community bins

e. Duty of occupiers to deposit solid waste in community bins

Occupiers of all premises for whom community bins have provided that all segregated

domestic waste, trade waste, institutional waste from their respective premises to be

deposited in the appropriate community bins.



f. Duty of Kushalnagar town to provide and maintain “Waste Storage Depots”

• Provide and hygienically maintain adequate Waste Storage Depots in the TP and

place large mobile receptacles at such places for the temporary storage of waste

collected from households, shops and establishments as well as from streets and

public spaces until the waste is transported to processing and disposal sites.

• Make adequate provision for closed containers in various parts of the town for the

deposition by citizens of domestic hazardous/toxic waste material adhering to the

provisions of hazardous waste rules of Government of India.

g. Duty of Occupier of households/shops/commercial establishments to hand over the recyclable material/non-biodegradable waste to the waste collectors

It shall be incumbent on households/shops/establishments to handover their segregated

recyclable waste/non-biodegradable waste to the collectors of waste purchaser or recyclers

as may be convenient or as may be notified by the local body from time to time. Such waste

shall not be disposed-off on the streets or in municipal bins or open spaces along with the

organic/food/bio-degradable waste.

h. Duty of Kushalnagar town to collect waste from community bins and to deposit it at waste storage depots for onward transport

It shall be incumbent for local bodies to remove all solid waste deposited in community bins

on a daily basis and transfer it to the waste storage depots/containers identified in the town

and arrange for its expeditious transport to processing or disposal sites.

i. Duty of local bodies to clean all public streets, open public spaces and slum areas

It shall be incumbent on local bodies to arrange for cleaning of all public streets having

habitation on both or either side, and all slums on all days of the year including Sundays and

public holidays.

j. Duty of local body to arrange for processing of food/biodegradable waste through appropriate technology and disposal of rejects

It shall be incumbent for the local bodies to arrange for the processing of

food/organic/biodegradable waste produced in the town and dispose of the rejects and

non- biodegradable waste in an environmentally acceptable manner.



k. Prohibition against deposition of building rubbish

No person shall deposit or cause or permit to be deposited any building rubbish in or along

any street, public space or open land except at a place designated for the purpose or in

conformity with conditions laid down by the Kushalnagar town.

l. Prohibition on disposal of carcasses etc.,

No person shall deposit or otherwise dispose of the carcass or parts of any dead animal at a

place not provided or appointed for this purpose.

m. Punishment for littering on streets and depositing or throwing any solid waste in contravention of the provisions of this act

Whosoever litters the street /or public places or deposits or throws or causes or permits to

be deposited or thrown any solid waste or construction debris at any place in contravention

of the provisions of this Act permits the flow of any filthy matters from his premises shall be

punished on the spot with a fine not less than Rs.50/- as may be prescribed under the rules

framed by the State Govt. from time to time. Such spot fines may be collected by officers

authorized by the Kushalnagar town, not below the rank of sanitary inspector. The amount

of fine imposed shall be recoverable as arrears of property taxes. The amount of fine shall

be kept higher for repeat offences so that the areas can also remain neat and clean.

4.21 HEALTH ASPECTS

4.21.1 Special Attention to Slums and Traditional Dirty Areas

There are about 3 slums in Kushalnagar town which include about 4,380 households. The

slums and traditionally dirty areas and have to be given special attention in terms of

creating awareness, collection of waste from the generators.

Collection of municipal waste from these slums is recommended to be conducted daily. The

waste shall be collected using pushcarts as it is not possible to collect waste using vehicles

from these areas. The details of the required number of pushcarts and other details are

provided in chapter 4 of this DPR.

It is recommended that Collection and transportation of Municipal Solid Waste should be

done on all the days including holidays and Sundays for the effective solid waste

management in the slums and traditional dirty areas. Awareness should be created among



the slum residents to store the waste and hand it over to the door to door collection points

or dump into container bins rather than throwing it into open points.

4.21.2 Implementation of Low Cost Sanitation Program to Prevent Open Defecation

Open defecation is still observed in Kushalnagar town to some extent. There is a need to

promote low costs sanitation and public toilets to ensure that this practise is stopped. The

health and sanitation department of TP is doing lot of work in this regard. The maintenance

of these public toilets is conducted frequently as a part of sweeping operations. There is

further effort required to ensure that this happens effectively. Levy and charges shall be

imposed for open defecation in the town and awareness about town sanitation should be

created among the people of the town.

The other important issue in sanitation is the open defecation near the construction sites.

Lot of construction activity in the town is happening in the non-core area. Basic facilities like

toilets and urinals to prevent open defecation at the construction sites. The TP does not

insist on provision of temporary toilets at construction sites. This should be included as part

of permission to construct and implementation needs to be monitored and ensured.

4.21.3 Covering of Buildings under Construction

It is necessary to cover the construction sites especially in the core areas. This would avoid

movement of dust and debris and ensure proper site management and debris control. TP

should make it mandatory to cover the dust during the construction and demolition of

buildings and other infrastructures.

4.21.4 Cattle & Pig Nuisance

The nuisance created by pigs and dogs in the town is high. The nuisance is due to the

number of open points in the town. The proposed SWM system is expected to control the

number of open points in the town. The reduced number of open points would decrease the

nuisance created by cattle and pig.

The cattle are seen more near them market area. The market traders should be informed to

not dispose the market waste on streets but dispose only in the compactor/container bins

provided. The bins should not have any holes as stray animals try to enter container bins for

food. It is essential to curb the movement of stray cattles within the town. Owners of these



animals should be suitably charged an administration charge for the any infringement and

disposal of such trade waste in the municipal system.

4.21.5 Health Monitoring for Sanitation Workers

The solid waste management activities are not hygienic. There are large number of ULB

employees involved in town sanitation maintenance, cleaning the solid waste and

underground drainage system. The health and hygiene of these staff is not checked

regularly at present. The TP should insist on annual medical examination and monitoring,

health education and free medical treatment for the solid waste management and

sanitation staff. It should become a standard practise to conduct medical examination of

employees bi-annually. The same shall be included in the contracts signed with the private

sector and community based organization. A group insurance for health coverage is also to

be taken. The TP should ensure that following measures are compulsorily practiced.

a. Sanitation workers should compulsorily take a weekly off

b. The workers should compulsorily wear all safety equipments

c. The workers should immediately report to health inspectors in case of any accidents

d. Sanitation workers duty should never be stretched for more than 8 hours including

breaks and attendance period

e. The staff should be checked with basic medical tests once in 3 months.

4.21.6 Prevent In-discriminate Use of Pesticides

Pesticides are in use for various pests. Indiscriminate use of pesticides, insecticides etc., at

the dustbins as well as the waste disposal sites shall be stopped. Such use may be made only

under the expert advice of the health authorities in exceptional circumstances.



5 PROJECT COST

5.1 COST ESTIMATE FOR LAND ACQUISITION

Land required for storage of MSW from primary collection, compost facility and landfill

facility for disposal of MSW has been identified and the same has been in possession of TP.

Hence the cost for land acquisition is not considered in estimation of the services delivered

for MSW activities.

5.2 CAPITAL COST ESTIMATE FOR COLLECTION AND TRANSPORTATION

The cost for physical infrastructure components in the collection and transportation services

includes procurement of following tools/equipments/vehicles:

a. Dustbins and HDPE woven sacks for source segregation of slums and non-slum areas

b. Auto tipper for primary collection

c. Compactor for secondary transportation

d. Pushcarts, tractor trailers and other street sweeping equipment like (long handle

brooms, small brooms, gloves, boots, etc.) for street sweeping activities

The total cost for procurement of the tools/equipments/vehicles is provided in below

exhibits.

Exhibit 5-1: Capital Cost Estimation for Collection and Transportation

S.

No. Description Quantity Unit Price Amount in Rs.

A Source Segregation

1 Containers 8310 160.00 13,29,600.00

2 HDPE woven sacks 4155 17.00 70,635.00

B Secondary Collection

1 Auto Tippers 2 5,20,000.00 10,40,000.00

D Secondary Collection & Transportation

1 Compactor 1 29,00,000.00 29,00,000.00

F GPS Tracking device

1 Auto Tippers, Compactor & Tractor

Trailer 10 15,000.00 1,50,000.00

G Others

1 Sound Box, mic set and 2nos for each 7.00 5,180.00 36,260.00



vehicles

Total 55,26,495.00

The detailed cost estimation for each of the components described above is given in

Annexure A.5.1.

5.3 CAPITAL COST ESTIMATE FOR PROCESSING FACILITY

For setting up a processing facility, the infrastructure required includes civil works,

machinery and electrical works. The lists of facilities are proposed and their cost for physical

infrastructure components includes procurement of following civil structure/

machinery/equipments/vehicles:

a. Waste Processing facility (Aerobic compost process)

b. Tools and equipment required for processing facility

c. Machinery for processing facility

d. Vehicles required for processing facility and

The estimated cost for procuring the above is set out in the exhibit below.

Exhibit 5-2: Capital Cost Estimation for Processing Facility

S. No. Description Amount in Rs.

1 Construction of Waste Processing facility 87,42,919.93

2 Vehicle at processing facility 26,14,000.00

3 Tools and equipment required for processing facility 1,20,000.00

4 Machinery for processing facility 67,00,000.00

Total 181,76,919.13

The detailed cost estimation for each of the components described above are given in

Annexure A.5.2 and A.5.3.

5.4 CAPITAL COST ESTIMATE FOR RECYCLING FACILITY

For setting up a recycling facility, the infrastructure required includes civil works, machinery

and electrical works. The lists of facilities are proposed and their cost for physical



a. Machinery required for recycling facility

b. Storage bins for recycled items




Exhibit 5-3: Capital Cost Estimation for Recycling Facility


1 Machinery Storage bins for Recycling facility 5,87,500.00

Total 5,87,500.00


Annexure A.5.4.

5.5 CAPITAL COST ESTIMATE FOR LEACHATE TREATMENT FACILITY

The cost of physical infrastructure components for Leachate treatment facility would include

the following exhibit.

Exhibit 5-4: Capital Cost Estimation for Leachate Treatment Facility


1 Construction of Planted gravel filter 4,36,666.00

1 Leachate tank foe windrow platform 30,058.86

Total 4,66,725.81



5.6 CAPITAL COST ESTIMATE FOR DISPOSAL

The cost of physical infrastructure components for development of landfill facility would

include the following exhibit.

Exhibit 5-5: Capital Cost Estimation for Sanitary Landfill Facility


1 Construction of SLF 37,62,296.93

Total 37,62,296.93


Annexure A.5.7.

5.7 CAPITAL COST ESTIMATE FOR COMMON FACILITIES



The cost of physical infrastructure components for development of landfill facility would

include the following exhibit.

Exhibit 5-6: Capital Cost Estimation for Common Facility


1 Weigh bridge room cum Office building with toilet 2,51,009.12

2 Toilet Block - 2 Seater 1,41,552.47

3 Septic Tank 47,998.00

4 Rain Water Harvesting 1,29,564.26

5 Deep Burial Facility 21,588.75

6 Drain 11,23,399.06

7 Internal Concrete Road - 5m wide 31,64,499.00

8 Compound Wall 5,41,994.06

9 Weigh bridge pit 1,66,445.08

9 Weigh Bridge Platform 4,94,000.00

10 Furniture and Fixtures 50,000.00

11 Security LED Light Magnet Wand Baton 900.00

12 Computer appliance 40,000.00

13 ABC type 9 kg dry fire extinguisher 17,595.00

14 CCTV camera - 4 nos. 40,000.00

15 Biometric System 5,000.00

Total 62,35,545.00



5.8 CAPITAL COST ESTIMATE FOR PUBLIC AWARENESS PROGRAMME

The cost of public awareness programme conducted by Kushalnagar town solid waste

management would include the following exhibit.

Exhibit 5-7: Capital Cost Estimation for Public Awareness Programme


1 Awareness campaign (providing phamplets) - household,

commercial establishments and institutions 1,12,300.00

2 Awareness campaign (one day programme) - Schools,

Colleges and important places 90,000.00

Total 2,02,300.00




Annexure A.5.17.

5.9 CAPITAL COST ESTIMATE FOR SOCIAL FORESTRY AND CROP DEMONSTRATION

The cost of plant saplings and drip irrigation for social forestry and crop demonstration

would include the following exhibit.

Exhibit 5-8: Capital Cost Estimation for Social Forestry and Crop Demonstration


1 Social Forestry and Crop Demonstration 3,47,910.00

Total 3,47,910.00


Annexure A.5.18.

5.10 CAPITAL COST ESTIMATE FOR DRY WASTE COLELCTION CENTRE

For setting up a dry waste collection centre, the infrastructure required includes civil works,

machinery and electrical works. The lists of facilities are proposed and their cost for physical



a. Dry waste collection building

b. Tools and equipment required for Dry waste collection centre


Exhibit 5-9: Capital Cost Estimation for Dry Waste Collection Centre


1 Construction of Dry Waste collection centre 6,92,001.16

2 Tools and equipment 31,969.00

Total 7,23,971.00



5.11 SUMMARY OF CAPITAL COST FOR INTEGRATED SOLID WASTE MANAGEMENT



The summary of the cost for implementation of Integrated Solid Waste Management

services is provided in the below exhibit.

Exhibit 5-10: Summary of Project Cost

S. No.

Description Total Estimated Amount

Contingency - 3%

Grand Total

1 Awareness and IEC ₹ 2,02,300.00 ₹ 0.00 ₹ 2,02,300.00

2 Collection & Transport ₹ 55,26,495.00 ₹ 1,65,794.85 ₹ 56,92,289.85

3 Processing Facilities ₹ 1,81,76,919.13 ₹ 5,45,307.57 ₹ 1,87,22,226.70

4 Sanitary Landfill Facilities ₹ 37,62,297.00 ₹ 1,12,868.91 ₹ 38,75,165.91

5 Recycling facilities ₹ 5,87,500.00 ₹ 17,625.00 ₹ 6,05,125.00

6 Common Facilities ₹ 62,35,545.00 ₹ 1,87,066.35 ₹ 64,22,611.35

7 Leachate Treatment Facility ₹ 4,66,725.81 ₹ 14,001.77 ₹ 4,80,727.58

8 Social Forestry and Crop Demonstration

₹ 3,47,910.00 ₹ 10,437.30 ₹ 3,58,347.30

9 Dry Waste Collection Centre ₹ 7,23,971.00 ₹ 21,719.13 ₹ 7,45,690.13

Total Estimated Amount ₹ 3,60,29,662.94 ₹ 10,74,820.89 ₹ 3,71,04,483.82



6 PROJECT INSTITUTION FRAMEWORK

6.1 ROLES OF DIFFERENT INSTITUTIONS

Effective provision of MSW management services would require co-ordinated effort by

various stakeholders. The stakeholders in the project comprise RWAs (Resident Welfare

Association), ULBs, citizens, and private operators. The roles of each stakeholder are

presented in below.

6.1.1 Citizens

• Carry out segregation of waste at household level

• Handover the segregated waste to the primary collection crew at the pre-notified

time

• Pay user fee for the door-to-door collection service offered

• Avoid throwing of waste on streets

6.1.2 NGO participations/Informal Sectors

• Inform the residents about the proposed MSW Management Plan

• Ensure that the residents co-operate and follow all the principles

• Appoint primary collection crew for door-to-door collection service

• Monitor performance of service providers, wherever required

6.1.3 Private Sector

• Carry out their roles and responsibilities as per the contractual arrangement

between them and TP

• Ensure that the MSW is handled in the manner set out in the contractual

arrangement and is not disposed in any other manner whatsoever

• Obtain compliance certificate from the authorities concerned

6.1.4 ULB SWM staffs

• Set out MSW Management Plan

• Monitor the works being performed by the private operator

• Ensure compliance by RWAs and citizens

• Make payments to the private operator



6.2 IMPLEMENTATION PLAN

The provision of MSW management services in the town could be carried out under any of

the two options set out below.

Exhibit 6-1: Options for Implementation of MSW

6.2.1 Option 1 – Service delivery by TP

Under this option, the two distinct activities, with respect to collection & transportation of

MSW and treatment & disposal of MSW, would need to be undertaken by TP in the

following manner.

6.2.1.1 Collection and transportation of MSW

• Procure tools / equipment and vehicles such as auto tippers, pushcarts, secondary

containers, dumper placers and etc. for collection and transportation of MSW

• Hire manpower for carrying out the activities envisaged

6.2.1.2 Treatment and disposal of MSW

• Select a contractor to undertake rehabilitation of the compost facility and develop

the landfill facility

• Hire skilled manpower for carrying out the operations and management of the

developed facilities

6.2.2 Option 2 –Service delivery through private operator(s) with TP playing the role of a facilitator

In this option, implementation of MSWM would be undertaken by private operator(s). The

private operator(s) would need to carry out their roles and responsibilities as per the

MSW

Management

Option1

Service delivery by TP

Option 2

Service delivery by private operator



contractual agreement signed with TP. The involvement of private operator(s) in various

stages in the MSW management chain is detailed below.

6.2.2.1 Primary Collection

Primary Collection of MSW from the households would be carried out by Private Operator.

The private operator could either utilize the services of Self Help Groups or select private

operator(s) for collection of MSW. The private operator would be responsible for door to

door collection of waste from the households and transferring the same to the secondary

containers from where it would be transported to the treatment/ disposal facility. The

private operator would be responsible for identification of collection crew, procurement of

tools/ equipment/ vehicles by utilizing the funds provided by TP and operation &

maintenance of the same. The private operator would be required to collect the user

charges from the households for provision of door to door collection services and would be

required to meet the O&M expenses within the revenue generated from user charges.

6.2.2.2 Secondary Collection and transportation of MSW

TP would identify private operator(s) for carrying out this activity. The secondary containers,

transportation vehicles and other equipment would be procured by the private operator(s)

who would also be responsible for O&M of the same. The funds required for procurement

would be provided by TP and the duration of service agreement (between TP and the

private operator) would be co-terminus with the age of the vehicles. The private operator

would also be required to make arrangements for parking its vehicles.

6.2.2.3 Treatment and landfill facility

TP would identify private operator(s) for rehabilitation of the existing compost facility and

development of landfill facility. The project could be implemented on a BOT concession

framework. The operator would be responsible for mobilization of finances for development

of these facilities (capital expenditure) and also O&M of these facilities in accordance with

design, construction and O&M specifications provided by TP.



6.2.3 Implementation “Packages” for implementation of SWM activities

The various packages envisaged for MSWM services from collection, secondary storage,

transportation and disposal of MSW is set out below.

6.2.3.1 Collection and transportation

For collection and transportation of MSW from various generators and street sweeping, the

wards would be designed into packages based on the area and quantum of waste

generated. Each package would have designated primary collection crew responsible for

collection and transportation of MSW. The collection and transportation would be operated

and maintained by TP. No privatization/ private operator involvement of collection and

transportation would be recommended by selecting a private operator(s) based on a

competitive bidding process.

6.2.3.2 Treatment and disposal facility

The compost facility and landfill facility would be operated and maintained by TP. The Town

Panchayat would be responsible for rehabilitation of the existing compost facility,

construction of landfill facility and operating & maintaining the compost and landfill facility.



7 PROJECT FINANCIAL STRUCTURING

7.1 OVERALL FINANCIAL STRUCTURING OF THE PROJECT

The financial structuring is proposed as per the details given in following exhibit. Other than

grants from both State and Central government, the project cost is being funded from the

internal resources of TP. The proposed financial structuring for the project is as set in the

below exhibit.

Exhibit 7-1: Financial Structuring of the Project

SN Particulars Details

1 GoI share @ 35% of project Cost 129.87 Lakhs

2 GoK share @ 11.67% of GOI share 43.29 Lakhs

3 ULB’s contribution (14th Finance, CM Special Grants, SFC, others)

16.97 Lakhs

4 Total funds available 190.12 Lakhs

5 Deficit = Estimated DPR cost (capital cost)– total funds available

=371.04– 190.12 Lakhs =180.92 Lakhs

7.2 REVIEW OF OPTIONS

7.2.1 Institutional Dept

For any infrastructure project, use of debt would enable development of more number of

projects for given amount of equity source. However, while it is beneficial to use debt

funding for the project from the project/promoter’s point of view, the decision of the

lender/debt financier to provide fund to the project depends on the project cash flows and

the debt service coverage provided. In case the project’s cash flows do not comfortably

support the debt servicing then tying up of debt funds for the project may not be possible.

As MSWM projects have limited / no returns, the project is envisaged to be developed

through grants from central and state government.



8 PROJECT PHASING

8.1 SCHEDULE FOR BRINGING IN STATE LEVEL AND ULB LEVEL CONTRICUTIONS TO THE

PORJECT

It is expected that the DPR submitted to SBM would be finalized within 10 days from the

date of submission. Funds by SBM will be released to the state within 15 days of finalization

of the DPR and subsequently the state share of funds would be released.

8.2 SCHEDULE FOR OBTAINING ALL CLEARANCES

The clearances from the Karnataka State Pollution Control Board and MoEF are the

important clearances that would be required for implementation of the project which is

expected to be obtained within 45 days of receiving the final project approval from SBM.

Simultaneously, internal approvals required for project implementation will be obtained by

TP. The schedule for obtaining these clearances is given in the below exhibit.

Exhibit 8-1: Schedule for obtaining clearances

S.No. Activity Duration

1 KSPCB and MoEF 45 days

2 Local body approval for construction 30 days

8.3 SCHEDULE FOR SHIFTING UTILITIES

No shifting of utilities is envisaged during implementation of various components of the

project.

8.4 PERT CHART/CPM DIAGRAM

Not Applicable as the Total Project cost is less than Rs.25 crores (Rupees twenty five crores).

8.5 SCHEDULE FOR TENDERING/SELECTION FOR PROCUREMENT OF

SERVICES/EQUIPMENTS/VEHICLES

8.5.1 Tendering Schedule/Selection of Procurement of services

The tendering process which includes notice inviting tender, issue of tender documents,

pre-tender meeting and subsequent issue of clarifications to bidders is expected to be

completed in a month. The bids that are received by the proposal due date will be evaluated



as per the terms and conditions set out in the tender document and the preferred bidder

would be selected. A Letter of Acceptance would be issued to the preferred bidder by TP.

The selection of the preferred bidder and the agreement formalities are expected to be

completed within 15 days from the proposal due date.



9 PROJECT O&M

It is recommended that the TP shall dedicate a separate budget for Operations and

management of the solid waste management system. An estimate of the proposed

Operations and management is provided below for smooth operations of the solid waste

management system.

Exhibit 9-1: Operations and Management cost of proposed MSWM

S. No

Particular No. Unit cost Unit Monthly expenses

Yearly expenses

1 Man power cost Salaries for staff

Plant Operator 1 20,000.00 Nos. 20,000.00 2,40,000.00

PK at Processing Facility 6 16,105.01 Nos. 96,630.04 11,59,560.52

Drivers for backhoe & Tractor trailer

2 14,416.03 Nos. 28,832.07 3,45,984.82

Security cum weighbridge operator

1 12,512.50 Nos. 12,512.50 1,50,150.00

Drivers for Auto tipper/Mini tipper

7 13,831.39 Nos. 96,819.73 11,61,836.73

Drivers for Compactor 1 14,416.03 Nos. 14,416.03 1,72,992.41

Drivers for Tractor Trailer for street sweeping, C&D

2 13,831.39 Nos. 27,662.78 3,31,953.35

Pk at Dry waste collection centre

2 16,105.01 Nos. 32,210.01 3,86,520.17

O/S PKs for Auto tipper 4 16,105.01 Nos.

64420.02864

773040.3437

O/S PKs for Compactor 1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S Loaders for tractors 6 16,105.01 Nos. 96,630.04 11,59,560.52

O/S PKs for street sweeping-Type A

1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S PKs for street sweeping-Type B

1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S PKs for street sweeping-Type C

1 16,105.01 Nos. 16,105.01 1,93,260.09

O/S PKs for street sweeping-Type D

1 16,105.01 Nos. 16,105.01 1,93,260.09

Permanent staff

Health inspector 1 20,000.00 Nos. 20,000 2,40,000.00

Supervisor 1 22,000.00 Nos. 22,000 2,64,000.00

Pks (sweeping, D2D) 12 22,500.00 Nos. 2,70,000 32,40,000

2 Fuel and power

60.00 Rs. /lit

Auto tipper 7 5.00 L/day 63,000 7,56,000.00



Compactor 1 15.00 L/day 27,000 3,24,000.00

Tractors Trailer 3 10.00 L/day 54,000 6,48,000.00

Backhoe Loader 1 25.00 L/day 45,000 5,40,000.00

3 Power

LS

10,000 1,20,000.00

4 Additives and Chemicals 14 100.00 Rs/TPD 42,000 5,04,000.00

5 Tools/Safety equipment’s

35 3,000.00 set/yr 8,750.00 1,05,000.00

6 Baggage and packing cost

2 300.00 Rs/TPD 13,770 1,65,240.00

7 Transportation of finished products

2.64 300.00 Rs/TPD 23,715 2,84,580.00

8 Office cost

LS Rs 10,000 1,20,000.00

9 Maintenance on civil works

17274930.07

2% on Civil cost

Rs 28,791.55 3,45,498.60

10 Maintenance on electrical & mechanical equipment’s

7467495

8% on electrical and mechanical works

Rs 49,783 5,97,399.60

11 Vehicle Maintenance Cost

6554000 5% on vehicle cost

Rs 65,540 7,86,480.00

12 Misc

LS Rs 10,000 1,20,000.00

Total 13,34,00 1,60,08,097

Source: Urban Local Bodies/Town and Village Panchayats, Notification No. KAE 152 MW

208, dated 21.2.2011, published in Gazette dated 17.03.2011, minimum wages with effect

from 17.03.2011

Exhibit 9-2: Revenue by sale of Compost and By-Products

S. No.

Particulars Quantity in TPD

Unit Cost Amount in Rs. per month Amount in Rs. per annum

A Sales

1 Compost 1.53 2,500.00 1,14,750.00 13,77,000.00

2 Recyclables 1.1 300.00 331.50 3,978.00

3 RDF 2.5 100.00 246.50 2,958.00

Total 1,15,328.00 13,83,936.00

Exhibit 9-3: Revenue Generation by user fee collection for the year 2017-18

S.No Waste generators No of generators

Collection Percentage

Rate Amount/annum

1 Slums 1615 40% 25 193800

2 Households 2979 80% 40 1143936

3 Hotels 119 90% 200 257040



4 Institution 20 90% 200 43200

5 Market 1 90% 2000 21600

6 Shops less than 10 sqm 764 85% 110 857208

7 Shops more than 10 sqm 961 90% 130 1349244

8 Meat/chicken shops 58 95% 200 132240

9 Marriage hall 7 100% 1000 84000

10 Cinema theatre 1 100% 500 6000

11 Hospital 25 100% 200 60000

12 Street vendors 112 80% 110 118272

Total

42,66,540.00

Exhibit 9-4: Proposed SWM user fees for next 5 years

S.No Waste generators 2017 2018 2019 2020 2021

1 Slums 25 25 30 30 35

2 Households 40 40 50 50 60

3 Hotels 200 200 250 250 300

4 Institution 200 200 250 250 300

5 Market 2000 2000 1500 1500 3000

6 Shops less than 10 sqm 110 110 125 125 140

7 Shops more than 10 sqm 130 130 150 150 170

8 Meat/chicken shops 200 200 250 250 300

9 Marriage hall 1000 1000 1500 1500 2000

10 Cinema theatre 500 500 400 400 700

11 Hospital 200 200 250 250 300

12 Street vendors 110 110 125 125 140

The revenue generation from user fee collection and compost is given below in which it is

proposed to collect 35% of the operations cost from SWM services for the first year and in

next 5 year about 55% of operations cost shall be covered by revenue from SWM services.

Exhibit 9-5: Financing of O&M expenses for the MSWM services

S. N. Description Amount in Rs.per annum

1 Proposed O&M cost 160.08 168.09 176.49 185.31 194.58

2 Proposed Revenue by way of User Charges 42.67

48.15 62.97 70.81 91.54

3 Proposed Revenue by sale of compost and by-product

13.84 14.25 14.68 15.12 15.58

4 Salaries by Untied SFC 51.36 53.93 56.62 59.45 62.43



5 Salaries from SFC grants for permanent staff

37.44 39.31 41.28 43.34 45.51

6 Total revenue proposed revenue 145.30 155.64 175.56 188.73 215.05

7

Surplus or deficit (SWM) = Proposed total SWM O&M cost- Proposed total revenue generated (SWM related cess) 14.78 12.44 0.93 (3.41) (20.47)

% of cost recovered from SWM services 35% 37% 44% 46% 55%



10 PROJECT BENEFITS ASSESSMENT

10.1 BENEFITS FROM THE SOCIETAL PERSPECTIVE

The social benefits on 12 parameters have been enlisted and the qualitative impacts of the

same are listed in the below exhibit

Exhibit 10-1: Social Benefits and Quantitative Impacts

S. No. Benefits

Description Comments Qualitative Impacts

Underlying

Assumptions

1 Access

For collection of MSW

from non-slum areas,

auto tipper would be

used.

The collection and

transportation of the

MSW from various

generators would be

efficient

The assumption is

that, the citizens

/RWAs/ CEs think

rationally to reduce

the spread of

epidemic diseases

and also adhere to

the MSW practices.

In slum areas where

access to narrow road

is possible be auto

tipper would be used.

2 Coverage

All the areas in the

town would be

covered including

residential,

commercial and slum

areas. The strategy

integrates the

complete chain such

as collection, storage

transportation,

treatment and

disposal

MSW from

households and bulk

generators would be

substantially

covered resulting in

systematic disposal

of MSW. The exact

quantitative

assessment is very

difficult.

The assumption is

that, the citizens

/RWAs/ CEs think

rationally to reduce

the spread of

epidemic diseases

and also adhere to

the MSW practices.

3 Service

Quality

Enhanced MSW

services in collection

and transportation, as

competent private

operators would be

rendering the services

Although,

quantification is not

possible, long term,

benefits are

envisaged like

environmental

benefits, health

benefits and social

benefits. Etc.,

Involvement of the

citizens would

benefit in

improvement of

citizen’s health and

also town’s

ambience, thereby

resulting in social

and environmental

value additions

Enhanced MSW

services as the

compost facility and

landfill facility would



be operated by the

private operator

4

Income for

poorer

sections

Creation of direct and

indirect employment

for poorer section of

the society

The non-skilled

manpower would

get an opportunity

to earn their

livelihood. Value

extraction from

MSW generated

would enhance the

business opportunity

for the private

operators (for e.g

compost). This also

would generate

direct employment

for poorer sections

of the society

5 Supply

continuity

As MSW would be

generated on a daily

basis the process of

treatment and

disposal would also be

done on a daily basis.

Management of

MSW is a continues

process and when

practiced would

result in multiple

benefits

6 Safety

Implementation of the

strategy would result

in safe disposal of

MSW. And the safety

standards followed at

different levels, would

result in safe working

environment for the

PKs

Elimination of road

side disposal would

reduce the health

hazards caused due

to open

decomposition

Systematic disposal

by the citizens

would reduce the

environmental

impact. (For e.g

ground water

pollution).

Providing

protective gears to

PKs would prevent

injuries when in

contact with unsafe

waste disposed

7 Cost Savings

Due to treatment and

disposal of MSW in an

area outside the town,

air pollution and



ground water

contamination would

be prevented,

resulting in indirect

cost savings

8 Improved

Efficiency

Integrated process of

MSWM would

minimize the travel

time and improve the

efficiency at each

activity in the MSW

management chain.

(collection, storage,

transportation,

treatment and

disposal)

For example: Having

vehicle depot at

various zones of the

town reduces the

time and cost of

transportation.

Vehicle depots

would decongest the

roads rather than

parking on the road

side.

9 Time Savings

Transfer station would

reduce the time and

transportation cost of

MSW from each ward

Time saving would

improve the

efficiency of the

system

Time has monetary

value

10 Environment

Improvement

Reduced open

dumping would result

in reduced

environmental impact

In the short term

although the

improvement might

not be visible, in the

long run, lesser

pollution would

ensure cleaner

environment and

improve the

ambiance of the

town.

11 Employment

Employment

opportunity would be

generated at various

levels. eg. PKs would

be employed for MSW

collection and street

sweeping, skilled

machinery operators

would be employed

for operating the

In an indirect way,

increased disposal of

MSW would

increase the

employment

requirements at

various levels



compost and landfill

facility.

12

Improved

Quality of life

etc

Reduced air pollution,

water pollution would

result in hygienic living

standards.

10.2 LIST OF NEGATIVE EXTERNALITIES

As the project is environmental oriented, the impact and the negative externalities of the

proposed strategy has been listed in the exhibit below.

Exhibit 10-2: Negative Externalities and Impacts

S. No. Benefits Description Comments Quantitative Impacts

1

Pollution,

environmental

distortions, reduced

green cover etc

Project would reduce the

pollution levels and will not

have any adverse impact on

environmental aspects.

No pollution

2

Reduced access to

any specific user

segments

Project would not lead to

any such effect Not applicable

3

Supply interruptions

(especially during

project construction

phases etc)

Construction activity is

being planned properly to

ensure alternative plan for

regular management and

there would be no

interruption during

construction phase

No supply interruption

4 Displacement of

inhabitants

Compost facility is already

developed and is currently

maintained by TP .The

landfill facility is being

developed adjacent to the

existing compost facility

owned and possessed by

TP. No new land is being

acquired. Hence no

displacement of inhabitants

would occur

No displacement would take

place.



5

Disruption of

livelihood / reduced

employment /labour

redundancy

No such effect is expected

to occur since it is expected

that more opportunities

would come up in both

direct and indirect category

of employment

Not disruption

6

Possible Haphazard

development

around/adjacent

project site areas

Since the project is being

developed on the outskirts

of the town on a barn land

area, no adjacent

development is expected.

No slum, commercial

properties (malls) ,etc

10.3 ECONOMIC INTERNAL RATE OF RETURN

Not Applicable as the Total Project cost is less than Rs. 100 crores (Rupees hundred crores).



11 PUBLIC AWARENESS

11.1 INTRODUCTION

The problems of waste disposal in the growing urban cities are a concern with the scarce

availability of land for processing and disposal of waste. The environmental remediation

measures are becoming ever more expensive. It is therefore necessary to not only think

about effective ways and means to process and dispose of the waste that the normal urban

cities generate each day, but it is also essential to seriously consider avoiding or reducing

the generation of waste in the first place and to consider ways to re-use and recycle the

waste, so that the least quantity of waste needs to be processed and disposed in the landfill

facilities.

11.2 REDUCE, REUSE AND RECYCLE (R-R-R)

There is no action on Reduce, Reuse and Recycling of waste at present in the Town. The

quantity of food waste generated per capita has increased marginally in the recent couple of

years. The quantity of packaging waste material and non-bio-degradable waste is also going

up rapidly every year. It was observed during the physical character analysis conducted in

Gajendragad Town that the plastics are up to about 13% of the municipal waste. This

increases the burden on local bodies to deal with the problem of non-biodegradable of

waste landing up at processing and disposal sites.

The TP should insist on minimal usage of plastic and other non-bio degradable wastes. The

commercial establishment owners should be included in drafting the strategy for prevention

of usage of non-bio degradable packing materials. The TP should also strictly implement the

plastic usage rules of Pollution control board (PCB).

11.2.1 Recycling of waste by all concerned

All manufacturers producing a variety of domestic and non-domestic products, food as well

as non-food should be persuaded to seriously endeavour to use re-usable packaging

materials so that after the delivery of goods, the packaging materials could be collected

back and used over and over again. They could also consider minimizing or avoiding use of

unnecessary packaging materials by innovative methods. Incentives and product discount

should be given to consumers for the return of packaging or bottling materials in good



condition, to the waste producers or retailers to promote reuse. The cost of packed articles

and article without the packaging material could be kept different with a choice to the

consumers to take the article without the packaging material at low cost.

11.2.2 Reuse

Efforts should be made to encourage collection of re-usable material through waste

collectors, waste producers, NGOs and private sector instead of allowing reusable waste to

land up on the disposal sites. Bottles, cans, tins, drums and cartons can be reused.

11.2.3 Recycling

In the era of excessive packaging materials being used, a lot of recyclable waste material is

generated. All-out efforts are necessary to retrieve recyclable material from the households,

shops and establishments and fed to the recycling industries through intermediaries such as

waste purchasers, waste collectors/NGOs, etc.

11.3 PUBLIC PARTICIPATION

Public participation is the basis for improving the solid waste management. This requires lot

of effort. Public participation is essential in the following activities.

• Reduce, Reuse & Recycling (R R R) of waste.

• Not to throw waste/litter on streets, drains, open spaces, water bodies, etc.

• Storage of organic/bio-degradable and recyclable waste separately at source.

• Primary collection of waste

• Community storage/collection of waste in flats, slums, societies, commercial

complexes, etc. and other waste source generators.

• Pay adequately for the services provided.

The local body should decide the methodology to be adopted for reaching the community

and seeking their cooperation and effective participation in SWM services. This is a very

difficult area of activity and unless this is done meticulously, desired results will not be

achieved.

The essential steps in this direction is to select representative samples of the community

and go through a consultative process to ascertain the perceptions of the people about the

SWM services being given to them, their expectations and extent to which they are willing



to support and participate in the process. Their choice of technological options available

also needs to be ascertained.

There is a need to interact with the community to identify problems of waste management

through site visits and consultation with local population at the time when the community is

generally available for interaction. It may either be in early morning or late evening. The

areas may be selected by following the method of drawl of representative samples.

Situation analysis may be done by the persons who know the subject reasonably well, know

local language and can communicate with local population effectively. Such persons may be

Non-Governmental Organisations, Community Based Organisations or knowledgeable

individuals. They should try to find out the prevalent situation of waste management in the

area under observation and ascertain the perceptions of the people about the services

provided. In this exercise the local councillors, local leaders, NGOs, etc., may be invited to

participate.

11.3.1 Finding out optional solutions

Having identified the deficiencies in the system and known the public perceptions, the next

essential step is to think of optional solutions to tackle the problems, workout the cost

implications and level of public participation needed.

11.3.2 Consult community on options available

There should be second round of consultative process where the options worked out may

be discussed with the community along with cost implications and their support required.

Their suggestions may be sought on each solution proposed. The community may be

encouraged to give their views. If we ask the people straight away the solutions of the

problems, they may not be able to give right kind of suggestions as they have no exposure

of various technological options. Therefore, they must be first appraised of the options

available and then asked to give their considered opinion on what will work in their area and

how much they are willing to cooperate.



11.4 PUBLIC INFORMATION EDUCATION, COMMUNICATION AND AWARENESS

PROGRAMS

For the successful implementation of any program involving public at large in SWM system

is essential. Public information, education and communication are essential for success of

every endeavour in this space.

IEC approach should be

• Ensure that the people become aware of the problems of waste accumulation and

the way it affects their lives directly.

• Ensure that the people generate less waste by cutting back on waste generating

material and by following clear defined practices of waste management.

• Create public awareness against big waste generators and provide information to

monitor the performance of these sources of waste.

• Inform the people about waste management program of the government and

municipal bodies.

• Promote public participation in waste management efforts through private

partnership where feasible.

Citizens co-operation is vital to reduce, reuse and recycling of waste and in keeping garbage

off the streets, by keeping biodegradable "wet" kitchen and food wastes unmixed and

separate from recyclable "dry" wastes and other hazardous wastes. Their participation in

primary collection of waste, using community bins for storage of waste generated in multi

storied buildings, societies, commercial complexes and slums is also essential.

11.4.1 Public Education

The communication material developed should be utilised in public awareness programmes

through variety of approaches as under.

11.4.2 Group Education

This may be done through:

• Group Meetings in the community

• Workshops

• Exhibitions



• Lecture series

• Panel Discussions, etc.

11.4.3 Mass Education

This is very essential to cover the entire population as it is not possible to reach all the

people through group education programs. Mass Education programs can be planned using

following methods of communication.

11.4.3.1 Use of Cinema Halls

Slides in cinema theatres can be displayed to inform and motivate the public.

11.4.3.2 Posters

Attractive posters with good photographs and messages with a very few words, readable

from a distance, should be prepared and displayed in various parts of the Town where

awareness campaign is being taken up.

11.4.3.3 Use of Public Transport System

Brief messages can be painted on the rear of public buses or inside the bus panels. Public

and private firms having their own bus fleets may be invited to support such efforts.

11.4.3.4 Use of School Children

Children are powerful communicators. Parents who do not listen to the advice of others

often take their children seriously. Children are idealistic and would like to change their

world for better. The ULB should hold regular meetings with principals, teachers and

students to explain the need for change, and the usefulness to society of new ways to

manage waste. The message can be reinforced by holding essay, debate or drawing and

painting competitions on the subject and publicizing the winning contestants.

11.4.3.5 Resident Associations

Most citizens want a nearby facility to dispose of their waste, but nobody wants a dustbin at

their doorstep. Both needs can be met by the house-to-house collection system through

handcarts or tricycles. Neighbourhoods can be rewarded for good response to doorstep



collection of segregated waste. Groups that undertake to manage the cleaning of their own

area can be rewarded by ULBs through grants/subsidies.

11.4.3.6 Voluntary Organizations/NGO involvement

Many NGOs are committed to improve SWM practices in urban areas to protect the

environment and have been very active in this field. They have also developed good mass-

communication skills and education programs for the public. Such NGOs may be persuaded

to actively support the new strategies adopted by the local body and associate in public

awareness campaigns. Those who wish to conduct programs for sections of the public on

the new SWM strategies may be encouraged to do so and given necessary support.



A.1 SURVEY OF WASTE GENERATORS

A.1.1. Abstract of Waste Generators

S.

No. Waste Generators No of Generators

Avg. waste

per day in

Kg

Total

waste in Kg

1 Residential

Household 25.00 1.1 28.23

2 Undeclared Slum 13.00 0.7 9.65

3 Commercials

Shops/Malls/Complexes 11.00 1.1 11.66

4 Petty shops 8.00 0.5 4.34

5 Hotels 4.00 4.5 18.07

6 Veg. Markets 1.00 30.3 30.33

7 Meat/Chicken shops/Slaughter house 4.00 4.4 17.63

8 Institution 1 3.4 3.40

A.1.1.1 Waste Generation from Household Samples

Survey Location Residential (Household)

S.No.

Ward No.

Street Name Name of the respondent

Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 27/11/15

1 3 cauvery badavane

Mr. kalim 0.39 0.57 1.20


Ms. Devamma 1.40 1.50 0.36


Mr. Jagadish 0.50 1.50 0.62


Mr. M. Abubakar 0.54 0.68 1.20


Mr. dinesh nayak 1.00 1.43 0.37


Ms. Amrutha raj 0.00 0.71 0.97

7 1 brujana halli Ms. Sunitha 0.22 2.35 0.30

8 1 brujana halli Ms. Marry yamma 1.13 0.69 2.76

9 1 brujana halli Ms. Shifana 0.13 0.59 4.20

10 1 brujana halli Mr. Uthaiya K U 0.65 0.59 5.10

11 4 Dandina pete Mr. S A Thimmaiah 0.29 0.71 0.96

12 4 Dandina pete Mr. Anugraha 1.00 0.89 1.10

13 4 Dandina pete om prakash 0.56 1.23 2.20

14 4 Dandina pete Mr. sundra 0.70 1.56 1.32

15 4 Dandina pete Mr. D K thimmappa

1.21 0.56 1.50

16 12 Police block Mr. A S joseph 2.37 3.70 0.67

17 12 Police block Md. Saji 1.80 2.60 0.33



18 12 Police block Mr. dinakar S T 0.46 1.24 0.32

19 12 Police block Ms. Nisha P B 0.97 0.55 0.44

20 12 Police block Mr. Pramod muthappa

3.73 4.63 0.30

21 12 Police block Ms. Samitha kushalappa

0.23 1.14 0.84

22 13 Murroad Ms. Meenakshi 0.41 0.37 0.60

23 13 Murroad Mr. Baasha 1.35 0.67 0.32

24 13 Murroad Mr. H D Chamdhar 0.67 1.70 0.37

25 13 Murroad Ms. Anjanna 0.43 0.90 1.17

Total 22.12 33.04 29.52

A.1.1.2 Waste Generation from Declared Slums Samples

Survey Location Residential (Undeclared Slum)

S.No.

Ward No.

Street Name Name of the respondent

Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 27/11/15

1 2 Ambedkar layout

Ms. Lakshmi 1.94 0.43 0.54

2 2 Ambedkar layout

Ms. Tejaswani

0.34 0.16 0.56

3 2 Ambedkar layout

Ms. Neela 0.94 0.54 0.77

4 2 Ambedkar layout

Mr. rathan 0.20 0.80 0.63

5 2 Ambedkar layout

Ms. Latha 0.45 0.45 0.37

6 8 Dravida colony Mr. Narayana

0.70 1.30 0.64

7 8 Dravida colony Mr. Shiva 1.23 0.98 0.28

8 8 Dravida colony Mr. Manju 0.35 0.78 1.20

9 8 Dravida colony Mr. Aanand 0.81 0.53 1.50

10 8 Dravida colony Mr. Kariyappa

1.31 0.34 0.14

11 8 Dravida colony Mr. ravi 0.32 1.02 1.32

12 8 Dravida colony Mr. hemanth

1.76 0.46 0.72

13 8 Dravida colony Mr. guru 0.33 0.52 1.32

Total 10.67 8.30 9.98



A.1.1.3 Waste Generation from Shops/Malls/Complexes Samples

Survey Location Commercial Establishments (Shops/Malls/Complexes)

S. No.

Name of the Establishment

Street Name

Name of the respondent

Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 27/11/15

1 elite bakery B. M raod Mr. Shashi 0.28 0.96 1.37

2 Tea stall B. M raod Mr. husain 1.00 1.00 1.15

3 Shabari bakery B. M raod Mr. Pradeep 0.24 1.65 1.32

4 Nandini milk parlor

B. M raod Mr. chandrakanth

0.65 1.21 1.72

5 Cavery bakery B. M raod Mr. harindran 1.10 1.73 1.24

6 Gokul sweets B. M raod Mr. Kumar 0.87 0.93 0.38

7 Ashpka hair dresses

I. B road Mr. Aashoka 1.32 0.50 1.00

8 Cavery tiffans I. B road Mr. raju 1.26 1.74 0.90

9 Aadishakti medicals

I. B road Mr. venktesh 2.04 1.17 1.02

10 taj biriyani I. B road Mr. Abdulla 1.12 1.73 0.91

11 Uday medicals I. B road Mr. uday 0.90 0.57 0.00

10.78 13.19 11.01

A.1.1.4 Waste Generation from Petty Shops Samples

Survey Location Commercial Establishments (Petty Shops)

S.No.

Name Street Name


Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 27/11/15

1 S.S pan shop B.M road Mr. Shabari 0.57 1.20 1.00

2 Sukumar petty shop

B.M road Mr. Harshad 0.50 0.50 0.30

3 Muhammad pan stall

B.M road Mr. Thilak shetty

0.46 0.78 0.18

4 Mubin pan stall B.M road Mr. Mubin 0.50 0.50 0.30

5 Mudina pan stall M M Road Mr. Basha 0.78 0.40 0.23

6 Ganesh beda stall M M Road Mr. kumar 0.50 0.34 0.43

7 Pujari pan stall M M Road Mr. Krishna 0.35 0.45 0.57

8 Mahasha allah pan stall

M M Road Mr. Rafid 1.20 0.34 0.68

Total 4.85 4.50 3.68



A.1.1.5 Waste Generation from Hotel Samples

Survey Location Hotels

S.No.

Name of the Hotel Street Name


Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 06/12/15

1 kings way hotel B.M road

Mr. Dawud 2.20 4.71 3.54

2 top in town B.M road

Mr. k balakrishna

6.87 7.16 5.47

3 Keralapura miltary hotel

B.M road

Mr. srinavas 7.67 2.71 2.67

4 hotel Century B.M road

Mr. Momutti 0.60 2.66 4.71

5 hotel nisraga B.M road

Mr. dhanush narayan

4.50 3.13 5.16

6 Hotel ganesh bhavan

B.M road

mr. srinavas ashwat

6.16 7.77 3.61

Total 28.00 28.14 25.16

A.1.1.6 Waste Generation from Institutions Samples

Survey Location Institution (School/College/gov. organization)

S.No. Name of the

Institute Street Name

Name of the

respondent

Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 06/12/15

1 Government girls high school

Mysore road

Ms. Pushpa 3 2.61 4.6

Total 3.00 2.61 4.60

A.1.1.7 Waste Generation from Vegetable Market

Survey Location Vegetable Market

S.No. Ward No. Street Name Name of

the respondent

Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 06/12/15

1 1 B.M road Mr. Rajanna 25 30 36

Total 25.00 30.00 36.00



A.1.1.8 Waste Generation from Meat/Chicken/Fish Stall/Slaughter House Samples

Survey Location Meat/Chicken/Fish Stall/Slaughter House

S. No.

Name of Stall Street Name


Weight in kg

Day 1: 04/12/15

Day 2: 05/12/15

Day 3: 06/12/15

1 Mubin fresh chicken stall

market road

Mr. Mubin 1.71 2.15 4.75

2 Shuphi Chicken stall

market road

Mr. Shuphi 7.165 6.35 4.315

Total 8.88 8.50 9.07



A.2 WASTE QUANTIFICATION STUDY

A.2.1. Abstract of Waste Quantification Study

S.No

Vehicle No Vehicle

Type

04/12/2015 05/12/2015 07/12/2015

No. of trips

Waste Qty in Kg

No. of trips

Waste Qty in Kg

No. of trips

Waste Qty in Kg

1 KA12T5326 Tractor Trailer

2 2320 2 1730 2 1860

2 KA12T5328 Tractor Trailer

2 2260 2 3500 2 1810

3 KA12G709 Tractor Trailer

0 0 2 4290 2 3510

Total Quantity in kg 4580 9520 7180

Total Quantity in Ton 4.58 9.52 7.18

Date of sampling (Day 1) 04-12-2015

S.No. Vehicle No. Vehicle type Trip Gross wt in kg Tare wt in kg Net wt in kg

1 KA12T5326 Tractor Trailer 1st 4090 3260 830

2 KA12T5326 Tractor Trailer 2nd 4750 3260 1490





Date of sampling (Day 2) 05/12/2015

S. No. Vehicle No. Vehicle type Trip Gross wt in kg Tare wt in kg Net wt in kg



3 KA12T5328 Tractor Trailer 1ST 4490 3220 1270


5 KA12G709 Tractor Trailer 1st 6070 3350 2720

6 KA12G709 Tractor Trailer 2nd 4920 3350 1570




S.No. Vehicle No. Vehicle type Trip Gross wt in kg Tare wt in kg Net wt in kg





5 KA12G709 Tractor Trailer 1st 4920 3350 1570

6 KA12G709 Tractor Trailer 2nd 5290 3350 1940





A.3. WASTE CHARACTERIZATION STUDY

A.3.1. Physical Composition of Waste - Dumpsite

Sampling Sources Dumpsite (Fresh)

Sampling Location Arji village

S. No. Components Weight in kg

Day 1 Day 2 Day 3 Average

1

Wet

Was

te Food Waste 4.10 3.84 4.20 4.04

2 Tree/Fruit/Flower Waste 14.48 5.97 6.04 8.83

3 Paper towels 5.89 7.08 8.15 7.04

3

Dry

Was

te

Plastic Containers and Packaging 4.12 3.94 3.94 4.00

4 Paper, Cardboard and Cartons 3.00 4.47 4.19 3.89

5 Rubber 0.00 1.25 1.05 0.77

6 Rags/Clothes 3.29 2.91 3.07 3.09

7 Wood 1.38 1.88 1.26 1.51

8 Metals 0.59 0.27 0.22 0.36

9 Glass 2.86 2.79 2.79 2.81

10 Inerts 6.14 8.17 8.51 7.61

11

Spec

ial

Was

te

Electronic waste/batteries/Bulbs 0.28 0.41 0.47 0.39

12 Bio-Medical waste 0.00 0.00 0.00 0.00

Total 46.12 42.97 43.87 44.32

Date of sampling (Day 1) 04/122015

Sampling Sources Dumpsite Samples

(Fresh waste)

Sampling Location Buvunagiri


Sample 1 Sample 2

1

Wet

Was

te Food Waste 3.84 4.35

2 Tree/Fruit/Flower Waste 18.40 10.56

3 Paper towels 5.40 6.37

3

Dry

Was

te

Plastic Containers and Packaging 3.92 4.31

4 Paper, Cardboard and Cartons 2.44 3.56

5 Rubber 0.00 0.00

6 Rags/Clothes 3.61 2.97

7 Wood 1.20 1.56

8 Metals 0.61 0.57

9 Glass 2.51 3.21

10 Inerts 6.39 5.89

11

Spec

ial

Was

te

Electronic waste/batteries/Bulbs 0.24 0.33

12 Bio-Medical waste 0.00 0.00

Total 48.55 43.69




Sampling Sources Dumpsite Samples (Fresh waste)

Sampling Location Buvunagiri


Sample 1 Sample 2

1

Wet

Was




3

Dry

Was

te



5 Rubber 1.57 0.93


7 Wood 1.65 2.10

8 Metals 0.32 0.22

9 Glass 2.40 3.17

10 Inerts 7.93 8.41

11

Spec

ial

Was

te



Total 40.58 45.37


Sampling Sources Dumpsite Samples (Fresh waste)

Sampling Location Arji village


Sample 1 Sample 2

1

Wet

Was




3

Dry

Was

te



5 Rubber 1.21 0.88


7 Wood 1.54 0.98

8 Metals 0.12 0.32

9 Glass 3.11 2.46

10 Inerts 8.94 8.07

11

Spec

ial

Was

te



Total 45.01 42.72



A.3.2. Chemical Characterization



A.4. DRAWINGS



A.5. DETAILED ESTIMATION

A.5.1. Detailed Estimation for Collection and Transportation

Sl.

No Particulars Unit

Total

required

Currently

available L W D

Quantity

Required Rate Amount (Rs)

1

Supply of HDPE woven sac of 25 liter capacity for

storage of dry waste at houses and small

commercial shops

no 4155 0 Market

rate 4155 ₹ 17.00 ₹ 70,635.00

2 Supply of containers of 20 liter capacity for storage

of wet wastes at houses and shops no 8310 0

Market

rate 8310 ₹ 160.00 ₹ 13,29,600.00

3

Supply of Auto tipper of standard makes with four-

stroke engine fuelled by diesel with peak output

level of 9 BHP or more. The vehicle will be with

reverse gear. Diesel fuel 3 wheeler auto tipper

with a tipping container of capacity 1 cum and a

payload of 600 kgs or above. The hopper tipping

using either a mechanical or hydraulic

arrangement. The vehicle shall have factory made

cabin with provision for seating driver plus 1

person. Superior quality paint to ensure long

lasting structure suitable for use for handling raw

garbage under corrosive operations. Color shade

optional from standard colors offered by the

Supplier. Standard tool kit , spare tyre and jack.

The tenderer shall make arrangement for

No 7 5 Market

rate 2 ₹ 5,20,000.00 ₹ 10,40,000.00



Sl.

No Particulars Unit

Total

required

Currently

available L W D

Quantity


registration of the vehicle. The fees for the

registration shall be reimbursed.

4

Supply of transport vehicle with compactor used

for loading, compacting, transporting and

unloading municipal solid wastes. The equipment

shall be mounted on a reputed Indian chassis and

the compactor would be rugged and durable with

proven performance. The body would be tipping

type and having a hydraulic bin lifting

arrangement. The container would be equipped

with a compacting arrangement to deliver full

power of the engine. Wheel bases over 3600mm,

container with a minimum effective volume of

container of 7 cum. Attachment of a tackle to

handle different dimensions of bins with capacities

of upto 4500 liters. The chassis would be of a

standard make with company built cabin with all

standard fittings and control panel, equivalent to

TATA model LPT; WB-3600mm. The compacting

container shall be of high yield quality steel with

properly reinforced vertical sections provided with

continuous welding to avoid corrosion problem

The compactor would be hydraulically operated to

deliver full power from the engine. The compactor

No 1 0 Market

Rate 1 ₹ 29,00,000.00 ₹ 29,00,000.00



Sl.

No Particulars Unit

Total

required

Currently

available L W D

Quantity


plates would be sturdy and reinforced to be

capable of delivering the desired pressure with

adequate safety factor. Appropriate hydraulic

unloading mechanism. A drain plug to drain the

leachate and cleaning water shall be provided. The

hydraulic systems shall be direct engine driven

hydraulic pump or through a power take off

delivering full power from the engine with tank

mounted so as to ensure constant oil flow.

Equipped with easily visible level read-out gauge

and replaceable filter cartridge elements.

Necessary safety features to be included. The

cylinder, central valve, pump and hoses shall be of

reputed Indian of foreign make and proven

performance. A control panel will be provided and

located conveniently. All gauges levers and

switches required for operation of the unit shall be

grouped in the control panel. The tyres shall be of

heavy duty steel radials. The painting shall be of

superior quality to ensure long lasting structure

suitable for use for handling raw garbage under

corrosive conditions. Color shade optional from

standard colors offered by the Supplier. Supply

shall include Standard tool kit for each machine,



Sl.

No Particulars Unit

Total

required

Currently

available L W D

Quantity


spare tyre and jack.

5 Supply of GPS tracking system for collection and

transportation and street sweeping vehicles No 10 0

Market

Rate 10 ₹ 15,000.00 ₹ 1,50,000.00

6

Supply of Sound box, mic set and 2 nos. of

advertising board (3ftx4ft) in each vehicle for

collection and transportation and street sweeping

vehicles

No 7 0 Market

Rate 7 ₹ 5,180.00 ₹ 36,260.00

Total ₹ 55,26,495.00



A.5.2. Detailed Estimation for Processing Facility – Civil works

Sl No

Particulars Uni

t item

No

L/cum B

D

Quantity Require

d

Rate Amount (Rs) Area

1

KSRB 2-2.2: Earthwork Excavation for foundation for Buildings, water supply, sanitary lines and electrical conduits either in pits or in terches 1.50m and above in widht, in Hard soil not exeeding 1.5m. in depth including dressing the excavated soil clear from edges of excation with lead upto 50m. after breaking of clods complete as per as per specifications.specification. No. KBS 2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-2016)

cum

Earth work

24 1.1 1.1 1.1

31.94

266.50

8,513.08

2

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.Specification No. KBS 4.1, 4.2 (P-12/SL NO-4.3/SOR-2015-2016)

cum

pcc 24 1.1 1.1 0.1

2.90

5,202.00

15,106.61



3

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications.Specification No. KBS 4.1, 4.6(SL NO-4.13/PG NO-14/SOR-2015-2016)

cum

footing

24 0.32

7.68

6,510.00

49,996.80

column

24 0.9 0.45

0.45

4.37

6,510.00

28,474.74

4

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 (SL NO-4.46.2/PG NO-19/SOR-2015-2016)(@80kg/cum)

t

footing

7.68 _ _

0.61

59,614.00

57,486.97

column

4.37 _ _

0.35



5

KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1 m in depth including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 (SL NO-4.34/PG NO-16/SOR-2015-2016)

sqm

footing

24 0.8 _ _

19.20

217.00

4,166.40

column

24 1.62 _ _

38.88

217.00

8,436.96

6

Preparation and Surface treatment of formation by removing mud and slurry, watering to the extent needed to mainatain the desired moisture content, trimmng to reuired grade line, grade profile and rolling with 8-10 tons smooth sheeted roller complete as per specification. KSRRB M 300-39 (SL NO-19.45/PG NO-150/SOR-2015-2016)

sqm

platform

1 30 20 _

600.00

1.35

810.00

7

KSRRB 400-2 Providing,laying,spreading and compacting specified graded,gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub base course,close grading-1 including premixing the material at OMC in mechanical mixer,carriage of mixed material,spreading in uniform layers with motor grader on a prepared base and

cum

platform

1 30 20 0.1

60.00

1,716.00

1,02,960.00



compacting with power roller to achive the desired density including all materials,labour,HOM of machinery,lighting,guarding,barricading and maintenance of diversion.as per specifications.(SL NO-20.2/PG NO-159/SOR-2015-2016)

8

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes in stages to proper grade and camber applying and brooming hard aggregates, screening materials followed by approved binding material to fill up the interstices of coarse aggregates, watering and rolling making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion road including cost of all materials, lead for metal upto 5 km loading, unloading, stacking, spreading labour charges of machinery's watering charges etc., complete. KSRRB M400-14.1 (SL NO-20.14.1/PG NO-162/SOR-2015-2016)

cum

platform

1 30 20 0.1

60.00

3,126.00

1,87,560.00



9

KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (PG NO-12/SL NO-4.2/2015-2016)

cum

platform

1 30 20 0.1

60.00

5,452.00

3,27,120.00

10

Providing and fixing pre engineered building for the composting recycling and waste segregation area including the necessary structural member(truss consisting of ISA ISLC,insert plate,cleat angle,other necessary structural member,side closer upto 1m aboveGL with door/window openings including skylight and turbo ventilator )including shop painting and two coats of anti-corrosive paint.Provide galvanised sheet for the roofing and walls including gutters and downtake pipes.The cost

sqm

1 50 40.00

_ _

2,000.00

3,750.00

75,00,000.00



includes all materials,transportation,all taxes fixing and all of lifts.(market rate)

11 Providing and fixing wind operated turbine exhaust fan on the slopping roof.

no 20 - - - - 20

9,500.00

1,90,000.00

12 Supply of electrical connections

2,62,287.57

Total Amount

87,42,919.13



A.5.3. Detailed Estimation for Processing Facility – Machineries, Tools and Equipments

Sl.

No Particulars Unit

Total

required

Currently

avaiable L W D

Quantity


Vehicles required for processing facility

1

Provision of a Loader with standard specification

for processing at landfill site. Fuel-efficient engine

with 4 stroke, 4 cylinder, water cooled diesel

engine, Minimum gross HP rating 90 HP (~67 kW)

at manufacturer’s rated RPM. Either 4-wheel drive

or 2 wheel drive with torque proportioning or

differential lock system. Fully synchromesh

transmission with 4 speeds forward and 4 speeds

reverse. The vehicle shall be with heavy Duty

torque proportioning system for 4 wheel drives or

torque proportioning or differential lock system for

2 wheel drive (rear axle). Front axle shall be

oscillating steer axle, and shall be capable of

serving as a drive axle for 4 wheel drive units. The

vehicle shall have full power hydrostatic steering

system with direct manual steering capabilities.

Self-adjusting, oil immersed, multi-disk,

hydraulically actuated main brakes with

independent left and right brake pedals.

No 1 0 Market

rate 1 ₹ 23,64,000.00 ₹ 23,64,000.00

2

Purchase of high raised trailers to be used for

collection of acceptables and rejects from 100 mm

size. The trailer to be moved by the existing tractor

No 1 0 Market

rate 1 ₹ 2,50,000.00 ₹ 2,50,000.00



Sl.

No Particulars Unit

Total

required

Currently

avaiable L W D

Quantity


3

Providing 50 HP or above tractor of standard make

with power steering with trailer of 5 cum capacity

and a water tanker of 5000 litre capacity. A pump

for the water tanker shall be provided with power

from the tractor PTO. Market rate

No 1 1 Market

rate 0 ₹ 7,92,998.00 ₹ 0.00

Processing Machineries

1

Complete set of machinery at the segregation at

pre sorting facility consisting of a sieve of 35 mm

holes, feeder with hopper and belt conveyor for

loading, accept and reject conveyors. The passing

material segregation line conveyor to be a

minimum of 5 m length of slow speed to enable

further segregation of useful components with a

capacity to Process 20 TPD of waste

Set 1 0 Market

rate 1

₹ 67,00,000.00 ₹ 67,00,000.00

2

Complete set of machinery at the segregation at

preparatory facility consisting combination of sieve

of 16 mm holes, feeder with hopper and belt

conveyor for loading, accept and reject conveyors.

The passing material segregation line conveyor to

be a minimum of 5 m length for 16mm trommel of

slow speed to enable further segregation of useful

components with a capacity to Process 12 TPD of

waste

Set 1 0 Market

rate 1

3 Complete set of machinery at the segregation at Set 1 0 Market 1



Sl.

No Particulars Unit

Total

required

Currently

avaiable L W D

Quantity


finishing facility consisting of a sieve of 4 mm

holes, feeder with hopper and belt conveyor for

loading, accept and reject conveyors. The passing

material segregation line conveyor to be a

minimum of 5 m length of slow speed to enable

further segregation of useful components with a

capacity to Process 6 TPD of waste

rate

Tools and Equipments for Processing Facility

1 Provision of tools, baskets, handsieving screens for

composting facility Set 1 0

Market

rate 1 ₹ 50,000.00 ₹ 50,000.00

2 Bagging tools, weighing machines and basic tools set 2 0 Market

rate 2 ₹ 35,000.00 ₹ 70,000.00

Total ₹ 94,34,000.00



A.5.4. Detailed Estimation for Recycling Facility

Sl.

No Particulars Unit

Total

Req.

Currently

available L W D QTY Rate Amount (Rs)

1

Providing a hydraulically operated baling unit complete

with the motor, the hydraulic unit, cyclinders etc and as

directed by the Engineer. Including supply, delivery,

installation and demonstration at site. Market rate.

No 1 0 Market rate 1 ₹ 4,40,000.00 ₹ 4,40,000.00

3

Supply of Recycling bins for storing of recyclables

suitable. The bins shall be made of plastic, mild steel or

galvanized iron with heavy-duty wheels. They shall be of

capacity equal to or more than the defined capacity in

volume and of adequate strength to handle the specified

weights. The lifting handles would be integrated into the

frame and be capable of the taking the loads specified.

The capacity shall be 3000 liters with capacity to handle

3000 kgs of weight. A cover with convenient opening

arrangement shall be provided. If the cover has to be

removed in operation it shall not affect the bin in any

other way. Painting Superior quality to ensure long

lasting structure.

No 5 0 Market Rate 5 ₹ 29,500.00 ₹ 1,47,500.00

Total ₹ 5,87,500.00



A.5.5. Detailed Estimation for Leachate Treatment Facility – Planted Gravel Filter

Sl no

Particulars Uni

t Item

No

L B D Quantity Required

Rate Amount (Rs)

1

KSRB 2-1.1: Earthwork Excavation in ordinary soilleveling lowering the ground manually (other than foundation of buildings , culvert,roads drains and trench of pipe lines and cables) and removing the excuvated stuff to a distance not exceddding 50m and lift upto 1.5m, excuvated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specification.Specification.No. KBS 2.1 (a)/2.3.1(sl no 2.1/pg no 5/sr 2015-2016)

cum

foundation

1

16.5

16.5

0.6

150.53

148.00

22,277.70

15.3

15



2

suppling HDPE membrane(liner) of minimum of 1.5mm thick HDPE membrane .A certificate for the thickness shall be provided .The lowest indiviual thickness shall not be less than 90% of the specified thickness.The minimum sheet density should be .94g/cc measyred as per ASTM D1055.Yeild Tensile strength shall be greater than 115 N/cm,break elongation>250%as per IS1969 (1985).The carbon black content should be between 2-3% with dispersion cat 1 or 2 as per ASTM D 5596.The cost of the liner including material ,labour for laying,cutting,jointin,etc.,complete,transportation and taxes as applicable shall be quoted by the bidder.The whole procedure of work shall be done as per the standard specifications and procedures given in section 4 of this document,laid by the pollution control board and as directed by the Engineer.This item shall be measured and paid in m2 of the finished area : Market rate

sqm

base 1 19 15 _

285.00

398.00

1,13,430.00



3

Providing and laying 40mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) : (Code No.0750,addition of 20% from the actual rate to include cost of all material, transport, labour and carriage etc.,

cum

Side 2 15 0.75

0.85

19.13

2,184.00

41,769.00

4


cum

base 1 14 15 0.2

42.00

2,184.00

91,728.00

5

Providing and laying 20mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) : (Code No.0749,addition of 20% from the actual rate to include cost of all material, transport,

cum

base 1 14.4

15 0.2

43.20

2,340.00

1,01,088.00



labour and carriage etc.,

6

KSRRB M600-1. Construction of dry lean cement concrete mix CC 1:5:10 with OPC cement @160Kgs,with 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine [email protected] Sub-base over a prepared sub-grade with(course and fine aggregate confirming to IS:383)aggregate cement ratio not to exceed 15:1.Aggregate gradation after blending to be as per TAble 600-1,cement content not to be less than 160kg/cum,optimum moisture content to be determined ,concrete strength not to be less than 10Mpa at 7days finishing and curing complete as per specifications No 601(SL NO-22.1/PG NO-181/SOR-2015-2016)

cum

around 1 67 1 0.15

10.05

4,385.00

44,069.25

7

KSRB M300-8.1.Planting and Maintaining of flowering plants and shrubs-A)Planting flowering plants and shrubs in central verge MORTH Specification No.307(SL NO-19.86/PG NO-155/SOR-2015-2016)

m plants 15 15 _ _

225.00

17.00

3,825.00

8

Providing & fixing Chorinated poly venyl chloride(CPVC) pipes for inlet and outlet arrangements conforming to IS 15778,having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.0mtr spacing.This includes jointing

m 3 14

42.00

440.00

18,480.00



of pipes and fittings with one step CPVC solvent cement and testing of joint complete.s(SL NO-13.85.6/PNO-69/SOR2015-2016)

Total Amount

4,36,666.95



A.5.6. Detailed Estimation for Leachate Collection Tank – Windrow Pad

Sl no Particulars Unit Item No L B D

Quantity Required

Rate Amount (Rs)

1


cum foundation 1.00 2.60 2.10 1.25 6.83 266.50 1,818.86

2

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.Specification

cum PCC base 1.00 2.60 2.10 0.10 0.55 5,202.00 2,840.29



No. KBS 4.1, 4.2 (P-12/SL NO-4.3/SOR-2015-2016)

3

KSRB 14.7-3: Providing ang laying flooring 40mm thick,with an under layer of 30mm thick M-15 cement concrete,using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with cement mortar 1:3,finished with floating coat of neat cement,including cost of materials,labour,curing,complete as per specifications.specificationNo.KBS 14.3(P-105/SL NO-14.10/SOR-2015-2016)

sqm flooring 1.00 2.00 1.50 _ 3.00 517.00 1,551.00

4

KSRB 5-14 : Providing and constructing precast concrete solid blocks with compressive strength not less than 35 Kg/sqm with cement mortar 1:4 masonry (quoin, Jamb, closer blocks ) with solid concrete blocks of size 40x20x20cms conforming to I.S: 2185/1965 in superstructure incuding cost of materials, labour charges, scaffolding, curing complete as per specifications.(SL NO-5.27/PNO-27/SOR2015-2016)

sqm walls 1.00 7.80 _ 1.00 7.80 854.50 6,665.10



5

KSRB15.3.6 : Providing 15mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.(SL NO-15.14/PNO-116/SOR2015-2016)

sqm inside 1.00 7.00 1.00 7.00 153.00 1,071.00

6

Extra for water proofing the inside surface of tanks (OHT&UGT) applying of modified polymers soft acrylic esters coat @0.4kg/sqm in 2 coats including all labour charges tools andequipments,all complete as per the specifications.(SL NO-10.5.3/PNO-70/SOR2015-2016)

sqm

walls 1.00 7.00 _ 1.00 7.00 285.00 1,995.00

flooring 1.00 2.00 1.50 _ 3.00 285.00 855.00

7

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level

cum Conc slab 1.00 2.40 1.90 0.15 0.68 6,510.00 4,452.84



for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications.Specification No. KBS 4.1, 4.6(SL NO-4.13/PNO-14/SOR2015-2016)

8

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification (@80kg/m3) (PG NO-19/SL NO- 4.46.2/SOR2015-2016 )

Tonne slab 0.68 80.00kg/m3 0.05 59,614.00 3,262.08

9

KSRB2.3: Filling available excavated earth(excluding rock) in sides of foundations upto plinth in layers not exceeding 20cms.in depth,compacting each deposited layer by ramming after watering

cum around 1.00 9.00 0.10 1.15 1.04 119.50 123.68



with lead upto 50m. Including cost of all labour complete as per specification No:KBS 2.9(SL NO-2.10/PG NO-6/SOR-2015-2016)

10

Providing & Laying Perforated HDPE Pipes of 110 mm OD, of Grade PE 80, 10 Kg/M2, connected to planted gravel filter as per details, with proper fusion & slope, suitably placed in the soil, for Leachate conveying. Including excavation, proper base supports, backfilling etc complete.(Market rate)

Rm 1 12 12.00 452.00 5,424.00

Total Amount 30,058.86



A.5.7. Detailed Estimation for Sanitary Landfill Facility

Sl no

Particulars Unit No L B

D Quantity Required

Rate Amount (Rs)

Area

1 Site Clearance including carting of waste from existing site

Cum 1 43 37 0.3

477.30 90.00

42,957.00

2

KSRB 2-1.1: Earthwork Excavation in ordinary soilleveling lowering the ground manually (other than foundation of buildings , culvert,roads drains and trench of pipe lines and cables) and removing the excuvated stuff to a distance not exceddding 50m and lift upto 1.5m, excuvated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specification.Specification.No. KBS 2.1 (a)/2.3.1(sl no 2.1/pg no 5/sr 2015-2016)

cum 1

40 34

3

3,468.00 148.00

5,13,264.00

34 28



3

Supply & install Geo-synthetic Clay Liner laying, anchoring in trench, seaming, testing complete as given in General Specification complete to form an impervious barrier. Minimum width of the Liner shall be 4.9M. GCL must be anchored within anchor trench including excavation of trench and backfilling, compaction complete at bottom portion. Rate to include the necessary lap for jointing, wastage, and testing including bentonite powder at joints etc. complete. Measurement will be made as per finished surface area. GCL in the anchor trench will be taken in measurement.(Market rate)

sqm 1 44.5 38.5 _

1,713.25 347.00

5,94,497.75



5

Supply & installation of 1.5mm Thick. HDPE Smooth Geo-membrane Liner by Blown/Flat die cast process as per list of companies approved in the detail specifications, laying, anchoring in trench, seaming, testing complete as given per Specifications, complete to form an impervious barrier . Minimum width of the Liner shall be 5M. Geo-membrane must be anchored within anchor trench including excavation of trench and backfilling, compaction complete, at bottom portion. Rate to include the necessary lap for jointing, wastage, testing and extrusion rods complete. Measurement will be made as per finished surface area. Liner in the anchor trench will be taken in measurement.(Market rate)

sqm 1 44.5 38.5 _

1,713.25 398.00

6,81,873.50

7

Providing Sand Bedding for Drainage Layer including watering and consolidation etc., with all lead and lift, including cost of all material, transport, labour and carriage etc., complete as per specification and as directed by

cum 1 34.9 28.9 0.3

302.58 1,620.00

4,90,184.46



the Engineer : SR 15-16 code 0334, addition of 20% from the actual rate to include cost of all material, transport, labour and carriage etc.,

8

Providing and laying 20mm to 25mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) : SR 15-16 code 0749 (Code No.0749,addition of 20% from the actual rate to include cost of all material, transport, labour and carriage etc.,

cum 1 34.3 28.3 0.3

291.21 2,340.00

6,81,424.38



9

Supply & installation of Non-woven Geotextile (GT) of 350g/M2 made of Polypropylene of TC Mirafi (USA) / Polyfelt (Austria) / Synthetic Industries (USA) / Amoco Fabrics (USA) make or from its regional offices, as per details given in Specifications, spreading on the sand layer or Geomembrane, without damaging the Geotextile or Geomembrane. The Geotextile must be placed along the slope from bottom with an overlap of minimum 100mm. It should be stitched with HDPE thread. Geotextile must be anchored within anchor trench including excavation of trench and backfilling, compaction complete, at top and bottom portion.(Market rate)

sqm 1 34.6 28.6 _

989.56 80.00

79,164.80

11

Providing & Laying Perforated HDPE Pipes of 110 mm OD, of Grade PE 80, 10 Kg/M2, as per details, with proper fusion & slope, suitably placed in the sand layer for Leachate collection. (Market rate)

Rm 1 _ _

254.00 452.00

1,14,808.00



12

Providing & Laying Perforated HDPE Pipes of 160 mm OD, of Grade PE 80, 10 Kg/M2, as per details, with proper fusion & slope, suitably placed in the soil, for Leachate conveying. Including excavation, proper base supports, backfilling etc complete.(Market rate)

Rm 1 44

44.00 998.00

43,912.00

Amount

32,42,085.89

Drain

SL NO

Particulars Unit No L B D Quantity Required

Rate Amount (Rs)

1

KSRB 2-2.2: Earthwork Excavation for foundation for Buildings, water supply, sanitary lines and electrical conduits either in pits or in terches 1.50mand above in widht, in Hard soil not exeeding 1.5m. in depth including dressing the excavated soil clear from edges of excation with lead upto 50m. after breaking of clods complete as per as per specifications.specification. No. KBS 2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-2016)

cum 1 157.

8 0.85 0.8 107.304 266.5 28596.52



2

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:3:6 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.KBS 4.1,4.2 (P-12/I-4.3/SOR2015-2016 )

cum 1 157.

8 0.85 0.1 13.413 5202 69774.43

3

KSRB 4.2.2: Providing and laying in position reinforced cement concrete of design Mix M20 with OPC cement @320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @0.460cum, with super plasticisers @ 3 liters confirming to IS9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation including cost for all materials, labours, HOM machinery, curing, complete but excluding cost of reinforcement as per specification.KBS 4.1,4.6

cum 1 157.

8 0.1

1.85

29.193 6372 186017.80



(P-13/I-4.11/SOR2015-2016 )

4

KSRB 4.9.1: Providing mild steel reinforcement for RCC work including straightening,cutting,bending,hooking,placing in position,lapping and/or welding wherever required,tying with binding wire and anchoring to the adjoining members whever necessary complete as per design cost of materials,labour,HOM of machinery complete as per specification.Specification No.4.6.3 (@40kg/m3) (P-18/I-4.45/SOR2015-2016 )

q 29.193

_ _ 11.6772 5622 65649.22

5

KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1 m in depth including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2 (PG NO-16/SL NO-4.34/SOR-2015-2016)

sqm 4 157.

8 _ 0.7 441.84 217 95879.28



Total

Amount ₹ 4,45,917.24

Leachate collection tank(3x3x2m)

Sl no

Particulars Unit Item No L B D

QuantityRequired

Rate Amount (Rs)

1

KSRB 2-2.2: Earthwork Excavation for foundation for Buildings, water supply, sanitary lines and electrical conduits either in pits or in terches 1.50mand above in widht, in Hard soil not exeeding 1.5m. in depth including dressing the excavated soil clear from edges of excation with lead upto 50m. after breaking of clods complete as per as per specifications. specification. No. KBS 2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-2016)

cum foundat

ion 1 3.6 3.6

2.25

29.16

266.50

7,771.14



2

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (P-12/SL NO-4.3/SOR-2015-2016)

cum PCC base

1 3.6 3.6

0.10 1.30

5,202.00

6,741.79

3

KSRB 14.7-3: Providing ang laying flooring 40mm thick,with an under layer of 30mm thick M-15 cement concrete,using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with cement mortar 1:3,finished with floating coat of neat cement,including cost of materials,labour,curing,complete asperspecifications.specificationNo.KBS 14.3(P-105/SL NO-14.10/SOR-2015-2016)

sqm flooring 1 3 3 _ 9.00

509.00

4,581.00



4

KSRB 5-14: Providing and constructing precast concrete solid blocks with compressive strength not less than 35 Kg/sqm with cement mortar 1:4 masonry (quoin, Jamb, closer blocks) with solid concrete blocks of size 40x20x20cms conforming to I.S: 2185/1965 in superstructure incuding cost of materials, labour charges, scaffolding, curing complete as per specifications. (SL NO-5.27/PNO-27/SOR2015-2016)

sqm

LW 2 3.4 _

2.00 13.60

854.50

11,621.20

SW 2 3 _ 2.00

12.00 854.50

10,254.00

5

KSRB15.3.6: Providing 15mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering,: Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.(SL NO-15.14/PNO-116/SOR2015-2016)

sqm inside 1 12 _ 2.00

24.00 167.00

4,008.00

6 Extra for water proofing the inside surface of tanks (OHT&UGT) applying of modified

sqm walls 1 12 _

2.00 24.00

285.00

9,405.00



polymers soft acrylic esters coat @0.4kg/sqm in 2 coats including all labour charges tools andequipments,all complete as per the specifications. (SL NO-10.5.3/PNO-70/SOR2015-2016)

flooring 1 3 3 _ 9.00

7

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications.Specification No. KBS 4.1, 4.6(SL NO-4.13/PNO-14/SOR2015-2016)

cum Conc slab

1 3.4 3.4

0.15 1.73

6,510.00

11,288.34



8

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and tying with binding wire and anchoring to the adjoining members (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification (@80kg/m3) (PG NO-19/SL NO- 4.46.2/SOR2015-2016 )

Tonne

slab 1

1.73 _ _ 0.14

59,614.00

8,269.65

9

KSRB2.3: Filling available excavated earth(excluding rock) in sides of foundations upto plinth in layers not exceeding 20cms.in depth,compacting ramming after watering with lead upto 50m. Including cost of all labour complete as per specifications.specification No:KBS 2.9(SL NO-2.10/PG NO-6/SOR-2015-2016)

cum backfill 1 14 0.1

2.15 3.01

117.50

353.68


Total Amount of SLF1

37,62,296.93



A.5.8. Detailed Estimation for Common Facility – Office building cum Weigh Bridge Room

SNo

Particulars Unit Item No L B

D

QuantityRequired

Rate Amount

(Rs) AREA

1

KSRB 2-2.2: Earthwork Excavation for foundation for Buildings, water supply, sanitary lines and electrical conduits either in pits or in terches 1.50mand above in widht, in Hard soil not exeeding 1.5m. in depth including dressing the excavated soil clear from edges of excation with lead upto 50m. after breaking of clods complete as per as per specifications. specification. No. KBS 2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-2016)

cum Earth Work

1 15.39 0.80 0.75 9.23 266.50 2460.86



2


cum pcc 1 15.39 0.80 0.15 1.85 5202.00 9607.05

3

KSRB 5.3-3: Providing and constructing granite/trap / basalt size stone masonry in basement with cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. Specification No KBS 5.1.13 (PG NO-23/SL NO-5.9/SOR -2015-2016)

cum step 1 1 15.39 0.60 0.60 5.54

cum step 2 1 15.39 0.45 0.35 2.42

Total Qty 7.96 5486.00 43692.29



4

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. KBS 4.1, 4.6(SL NO-4.13/PG NO-14/SOR-2015-2016)

cum

roof 1 11.10 0.15 1.67

lintel 1 15.39 0.23 0.15 0.53

plinth 1 15.39 0.45 0.10 0.69

Total Qty 2.89 6510.00 18804.17



5

KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons.up to 3.5m from ground level, Specification No. KBS 4.6.2,(SL NO-4.18/PG NO-15/SOR-2015-2016)

sqm roof 1 11.10 _ 11.10 266.50 2958.15

6


sqm lintel 2 15.39 _ 0.15 4.62 217.00 1001.89



7

KSRB 4.2.10: Providing and laying in position reinforced cement concrete of mix 1:1.5:3 (M20) with 12mm and down size graded granite metal, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete as per specifications. Specification No. KBS 4.1,4.6 (PG NO-14/SL NO-4.19/SOR-2015-2016)

sqm chajja

2 1.40 0.60 _ 1.68

1 2.50 0.60 _ 1.50

Total QTY 3.18 483.00 1535.94

8

KSRB 4-6.10 :Providing and removing centering, shuttering, strutting, propping etc., forchajjas, corbels etc., including edges including cost of all materials, labourcomplete as per specificaiton. Specification No. KBS 4.6.2 (PG NO-16/SL NO-4.37/SOR-2015-2016)

sqm chajja

2 1.40 0.60 _ 1.68

1 2.50 0.60 _ 1.50

Total QTY 3.18 233.00 740.94



9

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 (PG NO-18/SL NO-4.46.3)

kgs

roof (1/100)*1.67*7850 131.10

lintel (1/100)*0.53*7850 41.61

chajja (1/100)*0.318*7850 24.96

Total QTY 197.67 59.61

11,783.90

10

KSRB 6-1.2: Providing and constructing burnt brick masonry with approved qualiity of non-modular brick of standard size of 3.5N/mm2 with cement mortar 1:8 including cost of materials labours, charges as per specification No.KBS 6.2 Specification No. KBS 6.2(SL NO-6.2/PG NO-29/SOR-2015-2016)

cum

Parapet 1.00

14.10

0.12 0.45 0.73

wall 1.00

14.10

0.23 3.00 9.73

deductions

door 1.00

0.90

0.23 2.10 0.43

door1 1.00

0.75

0.23 2.10 0.36

window 3.00

1.20

0.23 1.20 0.99

ventilator

1 0.9 0.23 0.6 0.12



lintel 1.00

14.10

0.23 0.15 0.49

Total Qty 8.06 5,475.00

44,114.68

11

KSRB15-3-13 : Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (PG NO-117/SL NO-15.21/SOR-2015-2016)

sqm celling 1.00

11.10 _ 11.10 180.00

1,998.00

12

KSRB15-3.6 : Providing 15mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. .(SL NO-15.14/PG NO-116/SOR-2015-2016)

sqm

wall inside

1.00

13.18

_ 3.00 39.54

wall out side

1.00

15.02

_ 3.15 47.31

parapet 1.00

14.10

_ 1.13 15.93

deduction

door 1.00

0.90

_ 2.10 1.89

door1 1.00

0.75

_ 2.10 1.58

window 3 1.2 _ 1.2 4.32

ventilator

1 0.9 _ 0.6 0.54



Total Qty 94.46 153.00

14,452.53

13

KSRB 4-1.1 : Providing and laying in position plain cement concrete of mix 1:2:4 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications.Specification No. KBS 4.1, 4.2 (PG NO-12/SL NO-4.1 /SOR-2015-2016)

cum floring 1 11.10 0.1 1.11 5,610.00

6,227.10



14

KSRB 14.7-2 : Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick 1:2:4 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50 kg of cement ) finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.3(SL NO-14.9/PG NO-105/SOR-2015-2016)

sqm floring 1 11.10 _ 11.10 578.00

6,415.80

15

KSRB 15-14.1 : Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter

sqm

celling 1 11.10 _ 11.10

wall inside

1 13.18 _ 3 39.54



including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.(SL NO-15.49/PG NO-116/SOR-2015-2016)

deduction

door1 1 0.75

_ 2.1 1.58

Total Qty 49.07 67.80

3,326.61

16

KSRB15-16 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.(PG NO-129/SL NO-15.53.1/SOR 2015-2016)

sqm

wall out side

1.00

15.02

_ 3.15 47.31

parapet 1.00

14.10

_ 1.13 15.93

deduction

door 1.00

0.90

_ 2.10 1.89

door1 1.00

0.75

_ 2.10 1.58

window 3 1.2 _ 1.2 4.32

ventilator

1 0.9 _ 0.6 0.54

Total Qty 54.92 56.60

3,108.53

17

KSRB 9.5-3 : Providing and fixing in position fully panelled Matti / Nandi wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm

sqm

door 1 0.9 _ 2.1 1.89

door1 1 0.75 _ 2.1 1.58

window 3 1.2 _ 1.2 4.32



thick including cost of materials, labour, HOM of machineries complete as per specifications. ( excluding cost of fixtures )Specification No. KBS 9.34(SL NO-9.16/PG NO-54/SOR-2015-2016)

ventilator

1 0.9 _ 0.6 0.54

Total Qty 8.33 3,586.00

29853.45

18

KSRB 9.4-3 : Providing Matti / Nandi wood frames of doors and windows,clearystory windows,ventilators and others frames wrought,framed or assambledincluding making plaster groves(excluding cost of cement concrete and side clamps),but including cost of material,labour,HOM of machinary complete as per specifications. Specification No. KBS 9.3.(SL NO-9.12/PG NO-51/SOR-2015-2016)

cum

door 1 6.2 0.1 0.1 0.06

door1 1 5.9 0.1 0.1 0.06

window 3 5 0.1 0.1 0.15

ventilator

1 3.2 0.1 0.1 0.03

Total Qty 0.30 69,410.00

21031.23



19

KSRB 8.6-8: Providing and fixing on wall surface 2.5 Kg/Sqm HDPE rain down water pipes 110 mm outer dia aaproved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs screws including cost of materials, labour complete as per specifications. (PG NO-48/SL NO-8.19/SOR-2015-2016)

Rmt 2 3 _ _ 6.00 561.50

3,369.00

20

KSRB 6-1.2: Providing and constructing burnt brick masonry with approved qualiity of non-modular brick of standard size of 3.5N/mm2 with cement mortar 1:8 including cost of materials labours, charges as per specification No.KBS 6.2 No.KBS 6.2 (SL NO-6.2/PG NO-29/SOR-2015-2016)

cum

steps

1 2.1 0.6 0.15 0.189

1 2.1 0.4 0.15 0.126

1 2.1 0.2 0.15 0.063

Total Qty 0.378 5,475.00

2,069.55



21

KSRB 11-3:Providing and fixing white vitreous china clay,water closet indian type(squatting pan) of size 580mm with footrests,100mm S or P trap,(approved make)cutting and making good the wall and floor wherever required,including cost of materials,labour complete as per specifications. (SL NO-12.3/PG NO-80/SOR-2015-2016)

pan sanitary 1 _ _ _ _ 1,575.00

1,575.00

22

KSRB 13-11.1:Providing and placing on terrace,polyethylene water storage tanks as per IS 12701:1996 with manhole lid and suitable locking arrangements,making holes of suitable diameter for inlet,outlet and over flow pipes,including cost of all materials,labour,transport charges,HOM of equipments and testing complete as per specifications.(for 1000litre capacity) specification No:KBS 13.22 (SL NO-13.78/PG NO-91/SOR-2015-2016)

Nos Water tank

1 8,332.00

8,332.00



23 Supply of electrical connections and plumbing works

12,550.46

TOTAL COST 2,51,009.

12



A.5.9. Detailed Estimation for Common Facility – Two Seater Toilet Block

Sl no Particulars Unit Item No L/cum B D Quantity Required

Rate Amount (Rs)

1

KSRB 2-2.2: Earthwork Excavation for foundation for Buildings, water supply, sanitary lines and electrical conduits either in pits or in terches 1.50m and above in widht, in Hard soil not exeeding 1.5m. in depth including dressing the excavated soil clear from edges of excation with lead upto 50m. after breaking of clods complete as per specification. specification. No. KBS 2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-2016)

cum

Main wall 1 9.08 1 0.7 6.356 266.50 1,693.87

partition wall

1 0.97 0.55

0.1 0.05335 266.50 14.22

2


cum

Main wall 1 9.08 0.8 0.1 0.7264 5,202.00 3,778.73

partition wall

1 1.17 0.45

0.1 0.05265 5,202.00 273.89



3


cum

Main wall 1

9.08 0.6 0.6 3.2688 5,486.00 17,932.64

9.08 0.45

0.35 1.4301 5,486.00 7,845.53

partition wall

1 1.32 0.3 0.35 0.1386 5,486.00 760.36

4

KSRB 6-1.2: Providing and constructing burnt brick masonry with approved qualiity of non-modular brick of standard size of 3.5N/mm2 with cement mortar 1:8 including cost of materials labours, charges as per specification No.KBS 6.2 (SL NO-6.2/PG NO-29/SOR-2015-2016)

cum steps

1 2.1 0.6 0.15 0.189 5,475.00 1,034.78

1 2.1 0.4 0.15 0.126 5,475.00 689.85

1 2.1 0.2 0.15 0.063 5,475.00 344.93

5

KSRB 4-1.6 : Providing and laying in position plain cement concrete of mix 1:2:4 using 20mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No.KBS

cum

Plinth for main wall

1 9.08 0.45

0.1 0.4086 5,733.00 2,342.50

plinth for partition

wall 1 1.32 0.3 0.1 0.0396 5,733.00 227.03



4.1,4.2 (SL NO-4.6/PG NO-12/SOR-2015-2016)

6

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications.Specification (PG NO-14/SL NO-4.13/SOR-2015-2016)

cum

Lintel beam

1 9.08 0.23

0.15 0.31326 6,510.00 2,039.32

Roof slab 1 3 2 0.15 0.9 6,510.00 5,859.00

7

KSRB 4-6.2 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness upto 200 mm including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2(SL NO-4.29.2/PG NO-15/SOR 2015-2016)

sqm Roof slab 1 3 2 - 6 540.00 3,240.00



8


sqm Lintel for main wall

2 9.08 - 0.15 2.724 217.00 591.11

10

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 (PG NO-17/SL NO-4.46.3/SOR 2015-2016)(@80.00kg/m3)

t

lintels for main wall

1 0.408

6 32.688 59,614.00 1,948.66

lintels for partion

wall 1

0.0396

3.168 59,614.00 188.86

roof slab 1 0.9 72 59,614.00 4,292.21

11

KSRB 5-14 : Providing and constructing precast concrete solid blocks with compressive strength not less than 35 Kg/sqm with cement

sqm

main wall 1 9.08 2.5 22.7

854.00 20,203.93 parapet 1 9.08 0.45 4.086

partition wall

1 1.54 2.5 3.85



mortar 1:4 masonry (quoin, Jamb, closer blocks ) with solid concrete blocks of size 40x20x20cms conforming to I.S: 2185/1965 in superstructure incuding cost of materials, labour charges, scaffolding, curing complete as per specifications.(SL NO-5.27/PG NO-27/SOR-2015-2016)

deductions

lintel for main wall

1 9.08 0.15 1.362

lintel for partion

wall 1 1.54 0.9 1.386

door 2 2.1 0.75 3.15

ventilators

2 0.9 0.6 1.08

23.658

12

KSRB15-3-13 : Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (PG NO-113/PG NO-15.21/SOR 2015-2016)

sqm 2 1.54 1.2 - 3.696 180.00 665.28

13

KSRB15-3.6 : Providing 15mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.(SL NO-15.14/PG NO-

sqm

Inside wall

153.00 7,613.28

main wall 1 8.168 2.5 - 20.42

partition wall

2 1.54 2.5 - 7.7

Outside wall

main wall 1 10 2.65

- 26.5

Total 54.62

deduction Door 2 2.1 0.9 3.78



116/SOR-2015-2016) ventilators

2 0.9 0.6 1.08

Total 4.86

49.76

14

KSRB 14.7-2 : Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick 1:2:4 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50 kg of cement ) finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Specification No. KBS 14.3.(SL NO-14.9/PG NO-105/SOR-2015-2016)

sqm Floor 2 1.54 1.2 - 3.696 578.00 2,136.29

15

KSRB 15-14.1 : Providing and applying two coats with oil bound washabledistemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and

sqm

Ceiling 2 1.54 1.2 _ 3.696

67.80 2,467.65

main wall 1 10 2.5 _ 25



other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.(SL NO-15.49.1/PG NO-120/SOR-2015-2016)

partition wall

2 1.54 2.5 _ 7.7

Total 36.396

16

KSRB15-16 : Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications. (PG NO-121/SL NO-15.53.1/SOR-2015-2016) - do - with primer coat

sqm main wall 1 10 2.65

- 26.5 56.60 1,499.90

17

KSRB 9.5-3 : Providing and fixing in position fully panelled Matti / Nandi wood shutters for doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and styles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, HOM of machineries complete as per specifications. (excluding cost of fixtures) Specification No. KBS

sqm

door 2 2.1 _ 0.9 3.78 3,586.00 13,555.08

ventilators

2 0.9 _ 0.6 1.08 3,586.00 3,872.88



9.34.(SL NO-9.16/PG NO-54/SOR-2015-2016)

18

KSRB 9.4-3 : Providing Matti / Nandi wood frames of doors and windows,clearystory windows,ventilators and others frames wrought,framed or assambledincluding making plaster groves(excluding cost of cement concrete and side clamps),but including cost of material,labour,HOM of machinary complete as per specifications. Specification No. KBS 9.3.(SL NO-9.12/PG NO-51/SOR-2015-2016)

sqm

door 2 6.2 0.1 0.1 0.124 69,410.00 8,606.84

ventilators

2 3.2 0.1 0.1 0.064 69,410.00 4,442.24

19

KSRB 11-3:Providing and fixing white vitreous china clay,water closet indian type(squatting pan) of size 580mm with footrests,100mm S or P trap,(approved make)cutting and making good the wall and floor wherever required,including cost of materials,labour complete as per specifications.(SL NO-12.3/PG NO-80/SOR-2015-2016)

pan sanitary 2 _ _ _ 2 1,575.00 3,150.00



20


Nos Water tank

1 _ _ _ 1 8,332.00 8,332.00

21

KSRB 8.6-6: Providing and fixing on wall surface 2.5 Kg/Sqm HDPE rain down water pipes 110 mm outer dia aaproved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs screws including cost of materials, labour complete as per specifications. (PG NO 47/SL NO-8.17/SOR 2015-2016)

Rmt pipes 2 3 6 472.00 2,832.00

22 Supply of electrical connections and plumbing works

7,077.62

Total Amount ₹ 1,41,552.47



A.5.10. Detailed Estimation for Common Facility – Septic Tank

Sl No

Particulars Uni

t No L B D

Quantity Required

Rate Amount (Rs)

1

KSRB 2-2.2: Earthwork Excavation for foundation for Buildings, water supply, sanitary lines and electrical conduits either in pits or in terches 1.50mand above in widht, in Hard soil not exeeding 1.5m. in depth including dressing the excavated soil clear from edges of excation with lead upto 50m. after breaking of clods complete as per as per specifications.specification. No. KBS 2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-2016)

cum foundation 1 3.11 2.11 2.25 14.76

266.50

3,934.80

2

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (P-12/SL NO-

cum PCC 1 3.11 2.11 0.1 0.66

5,202.00

3,413.60



4.3/SOR-2015-2016)

3

KSRB 14.7-3: Providing ang laying flooring 40mm thick,with an under layer of 30mm thick M-15 cement concrete,using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with cement mortar 1:3,finished with floating coat of neat cement,including cost of materials,labour,curing,complete as per specifications.specificationNo.KBS 14.3Specification No. KBS 14.3(SL NO-14.10/PG NO-105/SOR-2015-2016)

sqm flooring 1 2.5 1.5 3.75

517.00

1,938.75

4

KSRB 5-14 : Providing and constructing precast concrete solid blocks with compressive strength not less than 35 Kg/sqm with cement mortar 1:4 masonry (quoin, Jamb, closer blocks ) with solid concrete blocks of size 40x20x20cms conforming to I.S: 2185/1965 in superstructure incuding cost of materials, labour charges, scaffolding, curing complete as per specifications.Specification No. KBS5.27 (SL NO-5.27/PG NO-

sqm

LW 2 2.96 2 11.84

854.00

10,111.36

SW 3 1.5 2 9.00

854.00

7,686.00



27/SOR-2015-2016)

5

KSRB15-3.6: Providing 15mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.(SL NO-15.14/PG NO-116/SOR-2015-2016)

sqm inside 1 8 2 16.00

153.00

2,448.00

6

Extra for water proofing the inside surface of tanks (OHT&UGT) applying of modified polymers soft acrylic esters coat @0.4kg/sqm in 2 coats including all labour charges tools andequipments,all complete as per the specifications(SL NO-10.5.3/PG NO-70/SOR-2015-2016)

sqm

walls 1 8 2 16.00

285.00

5,628.75

flooring 1 2.5 1.5 3.75



7

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications.Specification No. KBS 4.1, 4.6 (SL NO-4.13/PG NO-14/SOR-2015-2016)

cum slab 1 2.96 1.96 0.15 0.87

6,510.00

5,665.26

8

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per

t slab 1 0.870

2 69.62

59,614.0

0

4,150.28



specifications. Specification No. KBS 4.6.3 (PG NO-19/SL NO-4.46/SOR 2015-2016)(@80.00kg/m3)

9

KSRB2.3: Filling available excavated earth(excluding rock) in sides of foundations upto plinth in layers not exceeding 20cms.in depth,compacting each deposited layer by ramming after watering with lead upto 50m. Including cost of all labour complete as per specifications.specification No. KBS 2.9 (PG NO-6/SL NO-2.10/SOR 2015-2016)(@80.00kg/m3)

cum backfill

2 0.075 1.96 2.15 0.63

119.50

189.61

2 0.075 2.96 2.15 0.95

10

KSRB 8.6-6: Providing and fixing on wall surface 2.5 Kg/Sqm HDPE pipes 110 mm outer dia aaproved make and brand with necessary specials like shoes, bends and offsets fixed with iron clamps, wall plugs screws including cost of materials, labour complete as per specifications.for inet,outlet and vent pipe connection (PG NO 47/SL NO-8.17/SOR 2015-2016)

Rmt pipes 2 3 6

472.00

2,832.00

Total Amount

₹ 47,998.42



A.5.11. Detailed Estimation for Common Facility – Rain Water Harvesting

S no Particulars Unit No Area D Quantity Required

Rate Amount (Rs)

1


1.00 21.23 1.45 30.78 266.50 8202.41

cum 1 13.20 3.05 40.27 266.50 10732.75

2


cum 1.00 14.30 0.65 0.15 1.39 5202.00 7252.89



3

KSRRB 5.2-3:Providing and constructing granite/trap/basalt size stone masonry in foundation with cement mortar 1:6,stone hammerd dressed in courses not less than 20cms high,bond stones at 2m apart in each course including cost of materials,labour,curing complete as per specifications.KBS5.1.13 (PG NO-25/SL NO-5.6/SOR-2015-2016)

cum 1.00 14.30 0.45 1.20 7.72 4483.00 34617.73

4

KSRB 15.1.3: Providing ruled pointing to coursed stone masonry in C.M. 1:3 20mm deep after raking the joints to a depth of 20mm nicely lining including cost of all materials, labour curing etc., complete as per specification.(PG NO-116/ SL NO-15.3/SOR 2015-2016 )

sqm 1.00 13.20 _ 1.20 15.84 91.40 1447.78

5

Providing and laying boulders (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) : (Code No.0039,addition of 20% from the actual rate to include cost of all material, transport, labour and carriage etc.,

cum 1.00 13.20 1.50 19.79 1128.00 22327.38

6

Providing and laying 40mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For

cum 1.00 13.20 0.80 10.56 2184.00 23055.79



drainage layers) : (Code No.0750,addition of 20% from the actual rate to include cost of all material, transport, labour and carriage etc.,

7


cum 1.00 13.20 0.40 5.28 2340.00 12351.32

8

Providing and laying 12.5mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc., (For drainage layers) : (Code No.0058,addition of 20% from the actual rate to include cost of all material, transport, labour and carriage etc.,

cum 1.00 13.20 0.20 2.64 2316.00 6112.32

9

Providing and laying sand /crushed sand (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compacting with all labour etc, : (Code No.0731,addition of 20% from the actual rate to include cost of all material, transport, labour and carriage etc.,

cum 1.00 13.20 0.15 1.98 1750.00 3463.91




A.5.12. Detailed Estimation for Common Facility – Deep Burial Facility

Sl No Particulars Unit No L B D Quantity Required

Rate Amount (Rs)

1

KSRB 2-2.2: Earthwork Excavation for foundation for

Buildings, water supply, sanitary lines and electrical

conduits either in pits or in terches 1.50mand above in

widht, in Hard soil not exeeding 1.5m. in depth

including dressing the excavated soil clear from edges of

excation with lead upto 50m. after breaking of clods

complete as per as per specifications.specification.

specification. No. KBS 2.1(b) / 2.3.5(SL NO-2.4/PNO-

5/SOR2015-2016)

cum 6 5 1.5 1.5 67.5 266.50 17,988.75

2 Spreading a layer of lime for the composting purpose. cum 6 5 1.5 0.02 0.9 4,000.00 3,600.00




A.5.13. Detailed Estimation for Common Facility – Drain

SL NO

Particulars Unit No L B D Quantity Required

Rate Amount (Rs)

1

KSRB 2-2.2: Earthwork Excavation for foundation

for Buildings, water supply, sanitary lines and

electrical conduits either in pits or in terches

1.50mand above in widht, in Hard soil not

exeeding 1.5m. in depth including dressing the

excavated soil clear from edges of excation with

lead upto 50m. after breaking of clods complete as

per as per specifications.specification. No. KBS

2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-2016)

cum 1 426 0.85 0.8 289.68 266.5 77199.72

2

KSRB 4-1.3 : Providing and laying in position plain

cement concrete of mix 1:3:6 using 40mm and

down size graded granite metal, machine mixed,

concrete laid in layers not exceeding 15 cms. thick,

well compacted, in foundation and plinth, including

cost of all materials, labour, HOM of machinery,

curing complete as per specifications.KBS 4.1,4.2

(P-12/I-4.3/SOR2015-2016 )

cum 1 426 0.85 0.1 36.21 5202 188364.42



3

KSRB 4.2.2: Providing and laying in position

reinforced cement concrete of design Mix M20

with OPC cement @320 kgs, with 20mm and down

size graded granite metal coarse aggregates

@0.69cum and fine aggregates @0.460cum, with

super plasticisers @ 3 liters confirming to IS9103-

1999 reafirmed-2008, machine mixed, concrete

laid in layers not exceeding 15cms thick, vibrated

for all works in foundation including cost for all

materials, labours, HOM machinery, curing,

complete but excluding cost of reinforcement as

per specification.KBS 4.1,4.6 (P-13/I-

4.11/SOR2015-2016 )

cum 1 426 0.1 1.65 70.29 6273 440929.17

4

KSRB 4.9.1: Providing mild steel reinforcement for

RCC work including

straightening,cutting,bending,hooking,placing in

position,lapping and/or welding wherever

required,tying with binding wire and anchoring to

the adjoining members whever necessary complete

as per design cost of materials,labour,HOM of

machinery complete as per

specification.Specification No.4.6.3 (@40kg/m3)

(P-18/I-4.45/SOR2015-2016 )

q 70.29 _ _ 28.116 5622 158068.15

5

KSRB 4-6.7 :Providing and removing centering,

shuttering, strutting, propping etc., and removal

of form work for sides and soffits of beams, beam

sqm 4 426 _ 0.7 1192.8 217 258837.60



haunchings, cantilever girders, bressumers and

lintels not exceeding 1 m in depth including cost of

all materials, labour complete as per specificaitons.

Specification No. KBS 4.6.2 (PG NO-16/SL NO-

4.34/SOR-2015-2016)

Total

Amount ₹ 11,23,399.06



A.5.14. Detailed Estimation for Common Facility – Internal Road – 5m wide

Sl No Particulars Unit No L B D Quantity Required

Rate Amount (Rs)

1

KSRRB 200-8. Clearing and grubbing road land

including uprooting rank

vegetation,grass,brush,shrubs,sapling and trees

of girth upto 300mm,by manual means,in area

of light jungle,removal of stumps,disposal of

unserviceable materials,stacking of serviceable

materials labour charges complete as per

specifications.sl no:18.11/pg no:135/Sor:2015-

2016

sqm 1 516 5 _ 2580 6 15480

2

KSRRB M300-9.Execavation for roadway in all

types soil using manual means including loading

in truck for carrying of cut earth to embankment

site complete as per specifications No 301 sl

no:19./pg no:141/Sor:2015-2016

cum 1 516 5 0.15 387 137 53019

3

KSRRB M300-53.construction of embankment

with approved material gravel with all lifts and

leads,transporting to site spreading,grading to

required slope and compacting to meet

requirement complete as per

specifications,including cost of

murrum,watering charges and compaction by

vibratory roller to 95% of proctors density.sl

no:19.60/pg no:147/Sor:2015-2016

cum 1 516 5 0.15 387 564 218268



4

Providing, laying, spreading and compacting

stone aggregates of specific sizes to Water

Bound Macadam specification including

spreading in uniform thickness, hand packing,

rolling with power roller 8-10 tonnes in stages

to proper grade and camber applying and

brooming hard aggregates, screening materials

followed by approved binding material to fill up

the interstices of coarse aggregates, watering

and rolling making necessary earthen bund to

protect edges, lighting, guarding, barricading

and maintenance of diversion road including

cost of all materials, lead for metal upto 5 km

loading, unloading, stacking, spreading labour

charges of machinery's watering charges etc.,

complete. KSRRB M400-14.1 sl no:20.14.1/pg

no:156/Sor:2015-2016

cum 1 516 5 0.15 387 2106 815022

5

KSRRB 500-11.Providing and laying bituminous

macadam on prepared surface with crushed

coarse aggregates as per design mix formula for

base/binding coarse including loading of

aggregates with F.E loader,hot mixing of stone

aggregate and bitumin in hot mix

plant,transporting and mixed material in tiper to

paver and laying mixed materials with paver

finisher to the required level and grade,rolling

cum 1 516 5 0.1 258 6095 1572510



by power roller to achieve the desired density

as per specifications. sl no:21.11.1/pg

no:161/Sor:2015-2016

6

KSRRB 500-27.Providing and laying open graded

premix carpet of 20mm thick on prepared

surface in a single course as wearing course

composed of 11.2mm and 13.2mm size stone

aggregates 0.027 cum/sqm premixed with

bituminous binder at 1.46kg/sqm in mini hot

mix plant 6-10 tonne capacity laying manually

and rolling with power roller 8-10

tonne,excluding cost of tack coat,including cost

of all materials,labour,HOM of machineries

complete as per specification clause

No.511/chapter 5 sl no:21.32/pg

no:165/Sor:2015-2016

sqm 1 516 5 _ 2580 134 345720

7

KSRRB M500-39.1 and39.2.Providing and laying

seal coat for sealing the voids on bituminous

surface,laid to the specified levels,grade and

cross fall manually and rolling with power roller

8-10tonne capacity including cost of all

materials,labour,HOM of machinery complete

as per specification No.513 sl no:21.45.1/pg

no:166/Sor:2015-2016

sqm 1 516 5 _ 2580 56 144480




A.5.15. Detailed Estimation for Common Facility – Compound wall

S.No. Particulars Unit Iteam No L B D Quantity Required

Rate Amount (Rs)

1

KSRB 2-2.2 Earth work excavation for

foundation of buildings, water supply

sanitary lines and electrical conduits either in

pits or in trenches1.5m and above in width,

in Hard soil not exceeding 1.5m in depth

including dressing the bottom and the sides

of pits and trenches stacking the excavated

soil clear from edges of excavation with lead

up to 50m. after breaking of clods complete

as per specification. specification. No. KBS

2.1(b) / 2.3.5(SL NO-2.4/PNO-5/SOR2015-

2016)

cum cum 1

70.00

0.75

0.75 39.38 266.50 10,493.44

2

KSRB 4-1.3 Providing and laying in position

plain cement concrete of mix M7.5 with OPC

cement @180kgs,(1:4:8) with 40mm and

down size graded granite metal coarse

aggregates @ 0.85cum and fine aggregates

@ 0.57cum machine mixed, concrete laid in

layers not exceeding 15 Cms.thick, well

compacted in foundation and plinth,

including cost of all materials, labour,HOM of

machinery, curing etc., complete as per

specification.(PG No.12/SL No.4.3/SOR

cum cum 1

70.00

0.75

0.15 7.88 5,202.00 40,965.75



2015-206)

3

KSRB 5.2-3:Providing and constructing

granite or trap or basalt size stone masonry

stones, in foundation cement mortor 1:6

hammer dressed in courses not less than

20cms high with bond stones 2M apart in

each course including cost of materials,

labour, curing complete as per specifications.

(PG NO-25/ SL NO-5.6/SOR 2015 2016)

cum cum 1

70.00

0.60

0.60 25.20 4,483.00 1,12,971.60

4

KSRB 5.3-3:Providing and constructing

granite or trap or basalt size stone masonry

stones, in Basement cement mortor 1:6

hammer dressed in courses not less than

20cms high with bond stones 2M apart in



(PG NO-23/ SL NO-5.9/SOR 2015-2016)

cum cum 1

70.00

0.45

0.45 14.18 5,486.00 77,764.05

5

KSRB 4-1.7:Providing and laying in position

plain cement concrete of mix M10 with OPC

cement @220kgs,(1:3:6) with 20mm and

down size graded granite metal coarse

aggregates @ 0.84cum and fine aggregates

@ 0.56cum machine mixed, concrete laid in

layers not exceeding 15 Cms.thick, well

compacted in foundation and plinth,

including cost of all materials, labour,HOM of

cum

plith 1

70.00

0.45

0.10 3.15

cooping 1

70.00

0.23

0.10 1.61

Add

pillar 24

0.30

0.30

0.10 0.22

deduct

pillar 24

0.30

0.23

0.10 0.17

Total Qty 4.81 5,650.00 27,178.76



machinery, curing etc., complete as per

specification.(PG No.13 /SL No.4.7 SOR 2015-

2016)

6

KSRB 15.1.3: Providing ruled pointing to

coursed stone masonry in C.M. 1:3 20mm

deep after raking the joints to a depth of

20mm nicely lining including cost of all

materials, labour curing etc., complete as per

specification.(P112 I-15.3 )

sqm Pointing 2

70.00 _

0.45 63.00 91.40 5,758.20

7

KSRB 6-1.2: Providing and constructing burnt

brick masonry with approved qualiity of non-

modular brick of standard size of 3.5N/mm2

with cement mortar 1:8 including cost of

materials labours, charges as per

specification No.KBS 6.2 (SL NO-6.2/PG NO-

29/SOR-2015-2016)

cum Pillar 24

0.30

0.30

2.00 4.32 5,475.00 23,652.00

8

KSRB 6-1.2: Providing and constructing burnt

brick masonry with approved qualiity of non-

modular brick of standard size of 3.5N/mm2

with cement mortar 1:8 including cost of

materials labours, charges as per

specification No.KBS 6.2 (SL NO-6.2/PG NO-

29/SOR-2015-2016)

cum

wall 1

70.00

0.23

2.00 32.20

deduct

pillar 24

0.30

0.23

2.00 3.31

Total Qty 28.89 5,475.00 1,58,161.80

9

KSRB15-3.5:Providing 15mm thick cement

plastering in Single with cement mortar 1:4

to Brick masonry including rounding of all

sqm sides 2

70.00 _

2.00 280.00 172.00 48,160.00

top 1 _ 16.10 172.00 2,769.20



corners wherever required smooth

rendering, providing and removing and

scaffolding, including cost oll material,

labour, curing etc., complete as per

Specification.(PG No.116/ SL No.15.13/SOR

2015 2016)

70.00 0.23

10

KSRB 15-16.1Providing and finishing external

walls in two coats with waterproof cement

paint of approved brand and shade to give

an even shade after thoroughly brooming

the surface to remove all dirt and loose

powdered material, free from mortar drops

and other foreign matter cost of materials,

labour, complete as per specifications.(PG

No.121/SL No.15.53.1/SOR 2015-2016)

sqm

sides 2

70.00 _

2.00 280.00 56.60 15,848.00

top 1

70.00 _

0.23 16.10 56.60 911.26

11

KSRRB M800-17 Providing and fixing GI

Barbed wire Fencing 1.2m high with 1.8m

angle iron posts 40mmx40mmx6mm placed

every 3m center to center embedded in wall

2 diagonals interwoven with horizontal

wires, fixed with GI staples, turn buckles etc.

complete as per clause 800.7 as per

specification(SL NO-24.21/PNO-

190/SOR2015-2016)

rmt Fencing 1

70.00 _ _ 70.00 248.00 17,360.00




A.5.16. Detailed Estimation for Common Facility – Weigh Bridge Pit

Sl no Particulars Unit No L B

D Quantity Required


1

KSRB 2-1.1: Earthwork Excavation in ordinary

soilleveling lowering the ground manually

(other than foundation of buildings ,

culvert,roads drains and trench of pipe lines

and cables) and removing the excuvated stuff

to a distance not exceddding 50m and lift

upto 1.5m, excuvated surface levelled and

neatly dressed, disposed earth to be levelled

after breaking of clods and neatly dressed as

per specification.Specification.No. KBS 2.1

(a)/2.3.1(sl no 2.1/pg no 5/sr 2015-2016)

CUM 1 10.65 4.65 1.5 74.28 148 10,994.00

2

KSRB 4-1.3 : Providing and laying in position

plain cement concrete of mix 1:4:8 using

40mm and down size graded granite metal,

machine mixed, concrete laid in layers not

exceeding 15 cms. thick, well compacted, in

foundation and plinth, including cost of all

materials, labour, HOM of machinery, curing

complete as per specifications.Specification

No. KBS 4.1, 4.2 (P-12/SL NO-4.3/SOR-2015-

2016)

CUM

2 4.65 2.5 0.1 2.33

2 5.85 0.5 0.1 0.59

1 5.85 3.05 0.1 1.78

Total Qty 4.69 5202 24,419.49

3 KSRB 4.2.8 : Providing and laying in position CUM 2 4.45 2.3 0.4 8.19



reinforced cement concrete of mix 1:1.5:3

with 20mm and down size graded granite

metal machine mixed, concrete laid in layers

not exceeding 15 cms thick, vibrated for R.C.C.

beams, columns of all sizes in foundation

plinth and superstructure ground floor level

for roof slabs, staircase, lintles, columns,

including cost of all materials, labour, HOM of

machinery, curing, complete as per

specifications. KBS 4.1,

4.6(SL NO-4.13/PG NO-14/SOR-2015-2016)

6 0.6 0.4 0.385 0.55

Total Qty 8.74 6510 56,913.02

4

KSRB 5.3-3: Providing and constructing

granite/trap / basalt size stone masonry in

basement with cement mortar 1:6, edges of

stones chistle dressed in courses not less than

15 cms high, bond stones at two m. apart in



Specification No KBS 5.1.13 (Pg no-23/Sl no-

5.9/Sor-2015-2016)

CUM 1 25.4 0.3 1.03 7.81 5486 42,848.40



5

KSRB 4.9.2 : Providing T.M.T steel

reinforcement for R.C.C work including

straightening, cutting, bending, hooking,

placing in position, lapping and I or welding

wherever required, tying with binding wire

and anchoring to the adjoining members

wherever necessary complete as per design

(laps, hooks and wastage shall not be

measured and paid) cost of materials, labour,

HOM of machinery complete as per

specifications.

Specification No. KBS 4.6.3 (PG NO-18/SL NO-

4.46.3) (@60kg per cum of concrete)

T 8.74 0.52 59614 31,270.17

Total Amount 1,66,445.08



A.5.17. Detailed Estimation for Common Facility - Tools and Equipment’s

S.

No. Particulars Unit No. L W D Qty Rate Amount (Rs)

1 Supply of Furniture and Fixtures L.S ₹ 50,000.00

2 Supply of Security LED Light Magnet Wand Baton Nos. 2 Market rate 2 ₹ 450.00 ₹ 900.00

3 Supply of Computer appliance Nos. 1 Market rate 1 ₹ 40,000.00 ₹ 40,000.00

4 Supply of ABC type 9 kg dry fire extinguisher Nos. 5 Market rate 5 ₹ 3,519.00 ₹ 17,595.00

5 Supply, Installation and commissioning of CCTV camera Nos. 4 Market rate 4 ₹ 40,000.00 ₹ 40,000.00

6 Supply, Installation and commissioning of Biometric System No. 1 Market rate 1 ₹ 5,000.00 ₹ 5,000.00

7 Supply and erection of 30 Tons capacity digital, weigh bridge

including designs, excavation, installation and commissioning No 1 Market rate 1 ₹ 5,00,000.00 ₹ 4,94,000.00

Total ₹ 6,47,495.00



A.5.17. Detailed Estimation for Awareness Programme and IEC

Sl. No

Particulars Quantity Rate Amount (Rs)

Awareness, IEC and Social Forestry

1

Providing for an awareness campaign to reach about 3788 household, 1807 commercial

establishments and 20 institutions on a door to door basis using Phamplets and

procedure agreed. Market Rate

5,615 ₹ 20.00 ₹ 1,12,300.00

2

Providing for a campaign consisting of awareness days at about 20 schools, educational

institutions and other centres across the city as per forms and procedure agreed with

shown by the Engineer over a period of 3 months and asper directions of the Engineer.

Market Rate.

20 ₹ 4,500.00 ₹ 90,000.00

Total ₹ 2,02,300.00



A.5.18. Detailed Estimation for Social Forestry and Crop Demonstration

S. No Particulars Unit No. Quantity Rate Amount (Rs)

Area proposed under crop demonstration sqm 4683

Area proposed under Social Forestry sqm 10371

Plant density under social forestry per 1000 sqm proposed number 200

Total number of plants proposed number 2074.2

1

Planting of selected varieties of tree clumps including the preparation of the pit, supply of the plants from a recognized nursery and planting at required spacing and as per directions of the Engineer taken as a lumpsum based on market rates. The selection of the tree species shall be done the Engineer.

Number 1.00 2074.2 100 ₹ 2,07,420.00

2 Providing the first cropping demonstration of multiple crops in a area of 10000 sq m using the compost produced on site.

sqm 4683 30 ₹ 1,40,490.00

Total ₹ 3,47,910.00



A.5.19. Detailed Estimation for Dry Waste Collection Centre

Sl No

Particulars Uni

t item

No

L/cum B D

Quantity Required


1

2.24: Earth work for lowering and levelling the ground other than foundation work by mechanical means up tom 3 m depth,including providing shoring and sttuttingg remova of stumps and other deleterious matter, dressing of sides and bottom,filling back the excavation earth to the extent required including the cost of labour and HOM of machineries,as per drawing and techinical specification. (sl no-2.24/pg no :7/sor -2015-2016)

Cum

Site Clearanc

e 1 12

12.00

0.3

43.20

56.70

2,449.44

2


cum

Earth work

6 1.10 1.10 0.90

6.53

266.50

11,771.24

Earth work for

ssm 11 38.2 0.60 0.15

37.82

Deducion of

column 6 0.45 0.45 0.15

0.18



3


cum

pcc for ssm

1 38.2 0.60 0.1

2.29

5,202.00

15,067.59

Deducion of column

6 0.45 0.45 0.1

0.12

pcc for column

6 1.1 1.10 0.1

0.73

4

KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm and down size graded granite metal machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications.Specification No. KBS 4.1, 4.6(SL NO-4.13/PG NO-14/SOR-2015-2016)

cum

footing 6 0.32

1.92

6,510.00

12,499.20

column 6 0.45 0.45 0.9

1.09

6,510.00

7,118.69

5 KSRB 4.9.2: Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting,

t footing

1.92

_ _

0.15

58,920.00

14,204.43 column _ _



bending, hooking, placing in position, lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications. Specification No. KBS 4.6.3 (SL NO-4.46.2/PG NO-17/SOR-2015-2016)(@80kg/cum)

1.09 0.09

6

KSRB 4-6.7:Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1 m in depth including cost of all materials, labour complete as per specificaitons. Specification No. KBS 4.6.2(SL NO-4.34/PG NO-16/SOR-2015-2016)

sqm

footing 6 0.8 _ _

4.80

217.00

1,041.60

column 6 1.62 _ _

9.72

217.00

2,109.24

7

Preparation and Surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to required grade line, grade profile and rolling with 8-10 tons smooth sheeted roller

sqm platform 1 10 10.0

0 _

100.00

1.35

135.00



complete as per specification. KSRRB M 300-39 (SL NO-19.45/PG NO-145/SOR-2015-2016)

8


cum

SSM 1 38.20

0.45

0.45

7.74

5,486.00

39,437.48

Deducion of

column 6 0.45 0.45 0.45

0.55

9

KSRRB 400-2 Providing,laying,spreading and compacting specified graded,gravel or any other course material 60% and crushed stone aggregates of granite/trap/basalt 40% in sub base course,close grading-1 including premixing the material at OMC in mechanical mixer,carriage of mixed material,spreading in uniform layers with motor grader on a prepared base and compacting with power roller to achive the desired density including all materials,labour,HOM of machinery,lighting,guarding,barricading and maintenance of diversion.as

cum platform 1 9.10 9.10 0.3

24.84

1,716.00

42,630.59



per specifications.(SL NO-20.2/PG NO-154/SOR-2015-2016)

10

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes in stages to proper grade and camber applying and brooming hard aggregates, screening materials followed by approved binding material to fill up the interstices of coarse aggregates, watering and rolling making necessary earthen bund to protect edges, lighting, guarding, barricading and maintenance of diversion road including cost of all materials, lead for metal upto 5 km loading, unloading, stacking, spreading labour charges of machinery's watering charges etc., complete. KSRRB M400-14.1 (SL NO-20.14.1/PG NO-156/SOR-2015-2016)

cum platform 1 9.10 9.10 0.1

8.28

3,126.00

25,886.41

11

KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix 1:3:6 using 40mm and down size graded granite metal, machine mixed, concrete laid in layers not

cum

platform 1 10.

00 10.0

0 0.1

10.00

5,452.00

57,500.88

Deducion of

column 6 0.45 0.45 0.45

0.55



exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 (PG NO-12/SL NO-4.2/2015-2016)

12

Providing and fabricating colums I Beams, purlins,base plates and bracings for main roof strucure with the 0.45 mm thick roofing sheets and with all around clading structure and sheeting,gutter,ect.The detailed scope of work and supply is enclosed (Market Price)

sqm PEB 1 10.00

10.00

_

100.00

3,750.00

3,75,000.00

13 Providing and fixing wind operated turbine exhaust fan on the slopping roof.

no 4 - - -

4.00

9,500.00

38,000.00

14 Supply and fixing of gear rolling shutters

sqm 1 1.2 _ 2.1

2.52

4,500.00

11,340.00

15

KSRB 11-3:Providing and fixing white vitreous china clay,water closet indian type(squatting pan) of size 580mm with footrests,100mm S or P trap,(approved make)cutting and making good the wall and floor wherever required,including cost of materials,labour complete as per specifications. (SL NO-12.3/PG NO-78/SOR-2015-2016)

pan sanitary 1 _ _ _ _

1,304.00

1,304.00



16


Nos

Water tank

1 _ _ _

1.00

8,350.00

8,350.00

Stand 1 _ _ _

1.00

6,000.00

6,000.00

6,71,845.79

17 Supply of electrical connections

20,155.37




A.5.20. Detailed Estimation of Dry Waste Collection Centre – Tools and Equipment’s

S.

No. Particulars Unit No. L W D Qty Rate Amount (Rs)

1 Supply of Furniture and Fixtures L.S ₹ 20,000.00

2 Supply of Security LED Light Magnet Wand Baton Nos. 1 Market rate 1 ₹ 450.00 ₹ 450.00

3 Supply of ABC type 9 kg dry fire extinguisher Nos. 1 Market rate 1 ₹ 3,519.00 ₹ 3,519.00

4 Supply, Installation and commissioning of Biometric System No. 1 Market rate 1 ₹ 5,000.00 ₹ 5,000.00

5

Supply of industrial digital price computing bench scale type TCS

electronic platform weighing scales 100 kg with big LED/LCD

display

Nos. 1 Market rate 1 ₹ 3,000.00 ₹ 3,000.00

Total ₹ 31,969.00



A.6. QUOTATIONS

A.6.1. List of Quotations

S. No. List of Quotations

1 Storage Bins (80 ltr)

2 Storage Bins (10 ltr)

3 Pushcarts

4 Auto tipper

5 Compactor

6 Front end loader

7 Bailing machine

8 Fire Extinguisher

9 DG set

10 GPS tracking system

11 Weigh Bridge



A.7. CENSUS OF INDIA 2011 – DISTRICT CENSUS HANDBOOK, KODAGU

A.7.1 DISTRICT PRIMARY CENSUS ABSTRACT



A.7.2 URBAN PCA – TOWN WISE PRIMARY CENSUS ABSTRACT



A.8. KARNATAKA HIGH COURT ORDER FOR WASTE SEGREGATION



A.9. TP COMMENTS FROM DRAFT DPR OF MSW UNDER SBM

table of contents - karnataka municipal data societyfinal swm dpr for kushalnagar under swachh...

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