Final DPR on SWM for Krishnarajanagara on Swachh …...Final DPR on SWM for Krishnarajanagara on Swachh Bharat Mission Tide Technocrats (P) Ltd, Bengaluru Page 4 4.14 powering Processing

Final DPR on SWM for Krishnarajanagara on Swachh Bharat Mission

Tide Technocrats (P) Ltd, Bengaluru Page 1

Table of Contents

1. Introduction ..................................................................................................................... 34

1.1 Report Overview ....................................................................................................... 34

1.2 Need for the Project .................................................................................................. 34

1.3 Scope and Objective of the Project ........................................................................... 35

1.3.1 Solid Waste Collection & Transportation Plan................................................... 35

1.3.2 Solid Waste Processing Plan ................................................................................... 36

1.4 Structure of the Report ............................................................................................. 36

2 Town Profile ..................................................................................................................... 38

2.1 KRISHNARAJA NAGARA ............................................................................................. 38

2.2 Location and Topography .......................................................................................... 38

2.3 Demography .............................................................................................................. 39

2.4 Climatology ................................................................................................................ 41

2.4.1 Rainfall ............................................................................................................... 41

2.4.2 Temperature ...................................................................................................... 43

2.5 Transportation ........................................................................................................... 47

2.6 Tourist Centers .......................................................................................................... 47

3 Existing SWM system in KRISHNARAJANAGARA ............................................................. 49

3.1 Overview of SWM in KRISHNARAJANAGARA town ................................................... 49

3.2 Quantity of waste generated .................................................................................... 51

3.2.1 Waste generation estimate based on generators ............................................. 52

3.2.2 Normative Estimate of waste generation .......................................................... 54

3.2.3 Estimation of Waste Quantity using Secondary Transportation Vehicle .......... 54

3.3 MSW Characterisation .............................................................................................. 55

3.3.1 Physical Composition ......................................................................................... 55

3.3.2 Chemical Composition ....................................................................................... 56

3.4 storage of domestic waste at source ........................................................................ 57

3.5 Secondary collection and transportation .................................................................. 58

3.6 Street sweeping mechanism, frequency and tool .................................................... 59

3.7 Hospital and nursing waste ....................................................................................... 61



3.8 work norms ............................................................................................................... 61

3.9 open points................................................................................................................ 62

3.10 Organization Chart for SWM Division.................................................................... 62

3.11 MSW Processing and disposal Practice ................................................................. 63

3.12 Previous MSWM Report ........................................................................................ 65

3.13 Key Issues with Curent Municpal Solid Waste Management ................................. 66

4 ProPosed action plan for SWM in Krishnarajanagar........................................................ 67

4.1 Land Availability ........................................................................................................ 67

4.1.1 MSW Collection and Transportation ................................................................. 67

4.1.2 MSW Processing and Disposal ........................................................................... 67

4.2 Waste Generation Forecast ...................................................................................... 67

4.3 Storage of waste at source ........................................................................................ 68

4.3.1 Households ........................................................................................................ 68

4.3.2 Commercial Establishments / Institutions ......................................................... 70

4.3.3 Hotels & Restaurants ......................................................................................... 71

4.3.4 Vegetable Markets ............................................................................................. 72

4.3.5 Slaughter house, Meat & Fish shops ................................................................. 72

4.3.6 Marriage halls/Community halls ........................................................................ 72

4.3.7 Hospitals/ Clinics / Nursing Homes, etc. ............................................................ 73

4.3.8 Construction and Demolition wastes................................................................. 74

8............................................................................................................................................ 75

4.4 Segregation of Recyclables/Non-degradable waste ................................................. 75

4.4.1 Dry waste collection centres ................................................................................. 76

4.5 Primary collection of waste ....................................................................................... 80

4.5.1 Modus Operandi ................................................................................................ 80

4.5.2 Doorstep collection from Non-Households ....................................................... 81

4.5.3 Requirement of manpower, requirement of vehicles ....................................... 82

4.5.4.1 Street Sweeping Frequency ........................................................................... 84

4.5.4.2 Vehicles, tools and equipment to be used ..................................................... 84

4.5.4.3 Requirement of manpower ............................................................................ 85

4.5.4.4 Norms of work ................................................................................................ 86



4.5.4.5 Improvement and recommendations on street sweeping ............................ 86

4.5.4.6 Drain Cleaning ................................................................................................ 87

4.6 Temporary waste storage depots for onward transportation of waste ................... 87

4.6.1 Need of containers for Recyclables/ dry and hazardous domestic waste ........ 88

4.6.2 Estimated need of the vehicles and containers ................................................. 88

4.6.3 Transportation of Biomedical waste from hospitals/clinic/nursing homes ...... 89

4.6.4 Transportation of Construction and demolition waste ..................................... 89

4.6.5 Routing of waste and trip requirement ............................................................. 89

4.6.6 Type and requirement of manpower ................................................................ 90

4.6.7 Workshop facility for vehicle maintenance ....................................................... 91

4.6.8 Deployment plan for existing vehicles, staff and additional requirements ...... 91

4.7 Processing & Disposal options available to ULBs ...................................................... 97

4.7.1 Site profile .......................................................................................................... 97

4.7.2 Concept of IWMF ............................................................................................... 97

4.7.3 Technology Options ........................................................................................... 97

4.7.4 Thermal Processing Technologies ...................................................................... 98

4.7.5 Biological Processing Technologies.................................................................... 98

4.7.6 Physical Processing Technologies ...................................................................... 99

4.7.7 Technology Selection ......................................................................................... 99

4.8 Proposed IWMF Concept ........................................................................................ 100

4.8.1 Proposed technology ....................................................................................... 100

4.8.2 Process flow and Material Balance .................................................................. 101

4.8.3 Layout ............................................................................................................... 103

4.8.4 Components of IWMF and its capacities ......................................................... 103

4.8.5 Detailed design ................................................................................................ 104

4.9 Disposal of Industrial waste .................................................................................... 125

4.10 Disposal of Slaughter House ................................................................................ 125

4.11 Disposal of Biomedical waste .............................................................................. 125

4.12 Manpower Requirement for Processing Facility ................................................. 125

4.13 Smart Monitoring and Control of MSW Operations ........................................... 126

4.13.1 GPS (Global Positioning System) ......................................................................... 126



4.14 powering Processing Facility from Rooftop Solar installation ............................ 127

4.15 Rehabilitation & resettlement for the Existing facilities in the processing site .. 127

5 INSTITUTIONAL ASPECTS & CAPACITY BUILDING ........................................................... 129

5.1. Decentralization of Administration ......................................................................... 129

5.2. Delegation of powers .............................................................................................. 129

5.2.1. Need of manpower .......................................................................................... 129

5.3. Human resources Development ............................................................................. 129

5.4. Work Norms ............................................................................................................ 130

5.5. The Entire Administration of SWM departments to be under one umbrella ......... 131

5.6. Inter Departmental Co-ordination .......................................................................... 131

5.7. DRY WASTE COLLECTION CENTRE ........................................................................... 131

5.8. Encouragement to NGO’s and Waste Collector Co-operative ................................ 132

5.9. NGO/Private Sector Participation ........................................................................... 132

5.10. Levy of Administration Charges ........................................................................... 132

6 MANAGEMENT INFORMATION SYSTEM ......................................................................... 133

6.1 Budgetary Provision .................................................................................................... 133

6.2 Requirement of Funds for Improving SWM Practices in the town ............................. 134

7 Health aspects ............................................................................................................. 137

7.1 Special Attention to Slums and Traditional Dirty Areas .......................................... 137

7.2 Implementation of Low Cost Sanitation Program to Prevent Open Defecation .... 137

7.3 Covering Of Buildings under Construction .............................................................. 138

7.4 Cattle & Pig Nuisance .............................................................................................. 138

7.5 Health Monitoring For Sanitation Workers ................................................................. 138

7.6 Prevent Indiscriminate Use of Pesticides ................................................................ 139

8 Legal aspects ............................................................................................................... 140

8.1 Proposed Provisions .................................................................................................... 140

9.1Introduction .................................................................................................................. 143

9.2 REDUCE, Reuse and recycle (R-R-R) ............................................................................. 143

9.3 Public participation ................................................................................................. 144

9.4 Public INFORMATION EDUCATION, Communication and Awareness Programs .... 146

10.1. Summary of financial requirement ..................................................................... 150



A.1 Survey of Waste Generators ............................................................................................ 157

A.2 Waste Quantification Study ............................................................................................. 165

ANNEXURE 3 .................................................................................................................. 167

A.3. Waste Characterization Study ........................................................................................ 168

A.3.1. Physical Composition of Waste - Dumpsite......................................................... 168

A.3.2. Chemical Composition of Waste – Dumpsite ...................................................... 170

ANNEXURE 4: DPR DRAWINGS ...................................................................................... 171

ANNEXURE 5: ESTIMATES .............................................................................................. 172

A.5.1 Estimation for Collection and Transportation of MSW ........................................ 173

A.5.2 Estimation for Processing Facility ......................................................................... 176

A.5.3 Estimation for Recycling Facility ........................................................................... 178

A.5.4 Estimation for Common Facilities ......................................................................... 179

A.5.5 Estimation for Awareness ..................................................................................... 180

A.5.6 Estimation for Social Forestry ............................................................................... 181

A.5.7 Estimation for Dry Waste Collection Centre ........................................................ 182

A.6.1 Civil Estimation for Security Building .................................................................... 184

A.6.2 Civil Estimation for Toilet...................................................................................... 190

A.6.3 Civil Estimation for Septic Tank ............................................................................ 196

A.6.4 Civil Estimation for Processing Shed..................................................................... 199

A.6.5 Civil Estimation for Planted Gravel Filter .............................................................. 204

A.6.6 Civil Estimation for Sanitary Landfill ..................................................................... 208

A.6.7 Civil Estimation for Bitumen Road ........................................................................ 211

A.6.8 Civil Estimation for Rain Water Harvesting .......................................................... 215

A.6.9 Civil Estimation for Burial Cells ............................................................................. 218

A.6.10 Civil Estimation for Weighbridge ........................................................................ 219

A.6.11 Civil Estimation for Dry Waste Collection Centre ............................................... 220

A.6.12 Civil Estimation for Sweeping Waste Segregation Centre .................................. 227

A.6. 13 Civil Estimation for Roofing and Partition for Vermin Tanks ............................. 230

A.6.14 Civil Estimation for Weighbridge pit ................................................................... 231

ANNEXURE 7: QUOTATIONS .......................................................................................... 235

A.8. Census of India 2011 – District Census Handbook, KR NagarA ...................................... 237



A.8.1 District Primary Census Abstract .............................................................................. 237

A.8.2 Urban PCA – Town wise Primary Census Abstract ................................................... 240

A.9 Karnataka High Court Order for Waste Segregation ....................................................... 240



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

DUDC District Urban Development Cell

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

PGF Plated Gravel Filter

Pk Pourakarmikas

PVC Poly Vinyl Chloride

RDF Refuse Derived Fuel

RFID Radio Frequency Identification

SBM Swachh Bharat Mission

SBM-U Swachh Bharat Mission – Urban

SLF Sanitary Landfill

SWM: Solid Waste Management

TMC : Town Municipal Council

TPD: Tons per day

TPH Tones per hour

TTPL: Tide Technocrats Private Limited

ULB: Urban Local Body

UNESCO United Nation Educational Scientific and Cultural Organisation

VF Vertical Flow

WBM Water Bound Macadam

DMS Degrees Minutes Seconds



Project Cost for Krishnarajanagara

Capital Cost for Krishnarajanagara

Sl. No. Description Total

Estimated Amount

Contingency - 3%

Grand Total

(Rs.) (Rs.) (Rs.) 1 Collection & Transport 43,86,457.00 1,31,593.71 45,18,050.71

2 Processing Facility 71,85,000.00 2,15,550.00 74,00,550.00

3 Sanitary Landfill & associated facilities

75,67,216.42 2,27,016.49 77,94,232.91

4 Recycling facilities 9,38,012.50 28,140.38 9,66,152.88

5 Common Facilities 53,61,754.00 1,60,852.62 55,22,606.62 6 Civil Works 57,37,735.25 1,72,132.06 59,09,867.31

7 Social Forestry 52,500.00 1,575.00 54,075.00

8 Dry Waste Collection Centre 20,86,311.07 62,589.33 21,48,900.40 Total Estimated Amount 333,14,986.24 9,99,449.59 343,14,435.83

Chief Officer Project Director TMC DUDC, Mysuru Dist.

Executive Engineer (SWM)

Directorate of Municipal Administration

Bengaluru

Director

Directorate of Municipal Administration

Bengaluru



Project Summary for Krishnarajanagara SWM DPRs

Name of the ULB Krishnarajanagara

No. of wards 23

Area Sq. Kms. 13.65 Sq.Km

Population 2011 Census 35,805

Present Population (projected) 42,656

No. of households (present) 10,123

No. of commercial establishments (present) 550

No. of other waste generators 162

Qty. of waste generated in TPDs at present 12.26

Design quantity of Waste in TPD (2022) 20

Qty. of waste collected and transported daily in TPD

10.95

Qty. of waste processed every day in TPD 6

Details of Road Length in Kms

A- Type 16.5

B- Type 26.0

C- Type 36.0

D- Type 25.0

Total Road length in Kms. 103.5

Details of landfill site

Sy. No., village name Moodala Koppalu, Sy No 48,79/2, 79/3,

Extent of land in acres and guntas 4.05 Acres

Distance from the town in Kms. 4 Kms

No. of households and commercial establishments covered under door-to-door collection of waste presently

8397

No. of permanent PKs presently working 22

No. of outsource PKs presently working 32

Salary paid presently for permanent PKs 52.8

Wages paid presently for outsource PKs 60.26

Total O&M cost presently incurred for SWM and city cleaning activities including salary and wages

169.43



Sl. No. Parameters

Existing parameters in ULB

Parameters as per proposed DPR

1 Total no. of households covered under door-to-door collection 8,250 10,123

2 No. of door-to-door collection vehicles used / proposed

Mini tippers- 6 Mini tippers- 7

3

Total no. of commercial establishments / bulk generators covered under door-to-door collection

480 712

4 No. of vehicles used / proposed

Tractor Trailers – 3 Tipper Trucks – 1 Mini Tippers – 0 Others - 1 JCB

Tractor Trailers – 3 Tipper Trucks – 1 Mini Tippers – 0 Others - 1 JCB

5 Total number of PKs working / proposed

- Permanent 22 22

- Outsource 32 29

- Others 3 0

Total number of Drivers working / proposed

- Permanent 0 0

- Outsource 9 13

- Others 0 0

Other manpower

- Environment Engineer 1 1

- Plant Operator 0 1

- Security 0 1

- Health Inspector 1 1

- Sanitary Supervisor 2 2

Total manpower 70 70

7

% recovery of O&M cost from collection of User charge / SWM cess, sale of compost & recyclable

13.00% 31%

8 Total O&M cost incurred by ULB including

- salary for permanent PKs 52.8 52.80

- Salary for Other Staff 15.00 15.00



- wages for outsource PKs 76.56 88.73

- vehicle running & maintenance

22.2 26.63

- consumables etc 2.87 10.75

Total 169.43 193.91

Activity wise and Component wise break-up details of Capital Cost

Sl. No. SWM & Cleaning Activity

Vehicles & Machineries Civil Works

Others (Pl. mention if any) Safety Equipments

Total Capital Cost

1

Door-to-door collection

- households 45.18 0.00 0.00 45.18

- Commercial Establishments and bulk waste generators

0.00 0.00 0.00 0.00

2 Street Sweeping and other cleaning activities

0.00 0.00 0.00 0.00

3 Secondary Collection and Transportation

0 0.00 0.00 0.00

4 DWCC, ZWMC, Transfer Stations etc

0.94 20.55 0.00 21.49

5 Processing & Disposal 83.67 137.04 0.00 220.71

6 C & D waste 0 0.00 0.00 0.00

7 Common facilities 55.23 0.00 0.54 55.77

TOTAL 185.01 157.59 0.00 343.14

Total Capital Cost/Tons of waste per day = Rs. 17.16 Lakhs/ ton

Funding Pattern

S. No.

Source of funding % share Amount in

Lakhs

1 GOI share 35.00% 120.10

2 GOK share 23.33% 80.06

3 Contribution by the CMC 41.67% 142.99

Total 100% 343.14



Activity wise and Component wise break-up details of O&M Cost (Proposed in the revised DPR)

Sl. No.

SWM & Cleaning Activity

Labour Cost (including PF, ESI, consumables, service charges etc)

Vehicle Running & Maintenance Cost (Fuel, electricity, repair etc)

Others (Pl. mention if any) (Administration & Operations)

Total O&M Cost

1

Door-to-door collection

- households 23.56 9 15.12 47.68


12.06 3.65 0.08 15.79

2

Street Sweeping and other cleaning activities

85.70 6.01 0.7 92.41

3 Secondary Collection and Transportation

0 0 0 0.00

- households 0 0 0 0.00


0 0 0 0.00

4 DWCC, ZWMC, Transfer Stations etc

4.21 0 0.04 4.25

5 Processing & Disposal 16.00 7.97 9.81 33.78

Total Cost 141.53 26.628 25.75 193.91

C & D waste (Per Trip) 837.54 298.33 0 1135.87

O & M Cost/Ton of waste generated in a year = Rs. 2656.30/Ton

Proposed Revenue Model

Year

2017-18 2018-

19 2019-20 2020-21 2021-22

S.No

Description Amount in Rs.per annum

A O&M Expenses 193.91 203.61 213.79 224.47 235.70

B Revenue by sale of Recyclables and by-products

28.80 29.66 30.55 31.47 32.41

C Revenue by way of SWM user charges

33.79 43.75 55.29 68 84

D Salaries from untied SFC grants

45.76 48.05 50.45 52.97 55.62



E Salaries from SFC grants for permanent staff

59.04 61.99 65.09 68.35 71.76

F Total revenue proposed 167.39 183.45 201.39 220.32 244.15

G Deficit 26.52 -20.15 12.40 4.16 -8.45

% of cost recovered from SWM services

32.28

% 36%

40.16

%

44.10

%

49.5

%

*****

Environmental Engineer Nodal Engineer ChiefOfficer TMC District TMC

Project Director DUDC, Mysuru Dist.



Synopsis of DPR on SWM for Krishnaraja Nagar TMC under Swachh Bharat Mission

1. About Town

Krishnaraja nagara (sometimes abbreviated to K.R. Nagara) is a town in Mysore district in

the southern part of Indian state of Karnataka. The town is situated between 12°26'24.24"N

(Latitude in DMS), 76°22'51.24"E (Longitude in DMS). Krishnaraja nagara is situated along

State Highway 17. The town is located 186 Km from Bangalore.

Name of the Town K.R Nagar

Population as per Census 2011 35,805

Area 13.65 Sq.km

Number of wards 23

Temperature 35°C during summer; 20°C during winter

Length of Road

A type : 16.5 km B type : 26 km C type : 36 km D type : 25 km Total road length: 103.5 km

No of houses and slums(2011) 8263 houses and 380 Slum Houses

No. of Hotels and canteen 23

No. of Marriage Halls 15

No. of Markets 01

No. of Chicken/Mutton/Fish Stalls 28

No. of Hospitals 5

No. of Institutions 25

No. of Cinema Theatres 03

No. of Petty shops 85

No. of Commercial establishments 550

2. Existing SWM in K. R. Nagar

2.1 Waste generation and collection estimate

The total waste generation in the town as per generator based assessment using the 2011

demographic data is about 12.26 tons per day. The normative estimate using 2011 census

population is 11.06 tons per day. The generator based assessment is close to the normative

standard. The waste generation of 12.26 tons per day is adopted as a realistic solid waste

generation in the town. At present an average of 10.95 tonne per day is collected. The

Collection efficiency is about 89.33%.

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

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

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

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



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,

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 9203 1.0 9009.74 9.010

2 Large Hotels 4 1.45 5.80 0.006

3 Small Hotels 19 1.21 22.99 0.023

4 Market 1 7.87 7.87 0.008

5 Meat/Chicken/ Fish shops

28 8.67 242.76 0.243

6 Institutions 25 3.20 80.00 0.080

7 Petty Shops 85 1.20 102.00 0.102

8 Commercial Establishments

550 1.07 588.50 0.589

9 Street Sweeping

Type A 16.5 30.00 495.00 0.495

Type B 26 15.00 390.00 0.390

Type C 36 8.00 288.00 0.288

Type D 25 5.00 125.00 0.125

10 Floating population 1075 0.30 322.50 0.323

11 Miscellaneous waste 5% 584.01 0.58

Total 12264.16 12.26

C & D 0.72

Source: TTPL Study

2.3 Characterization of waste

2.3.1 Physical and chemical properties of waste collected

Physical properties Chemical properties Sl.No Particular Average(%) Component Average (%) 1 Food & leaf Waste 48.32 Moisture Content 2.10 2 Cloth piece 4.34 pH 9.40 3 Plastic material 14.31 Total Nitrogen 0.32 4 Paper 11.56 Total Phosphorous 1.03 5 Glass pieces 1.82 Potash 1.49 6 Rubber material 1.02 Organic Carbon 9.32 7 Metals 1.26

Carbon: Nitrogen 29.13:1 8 Silt & stones 16.98 Gross Calorific Value (Cal/gm) 740260 9 E Waste/

Biomedical waste

0.39



TOTAL 100

2.4 Present system of waste management

Estimated waste generation is 12.26 TPD and about 10.95 TPD of waste collected is with

efficiency of 89.33 %. Landfill site is about 3.3 acres’ plot located in MudalaKoppalu at a

distance of about 4 km from the town centre.

2.4.1 Collection & Transport infrastructure

Primary collection is conducted by door to door collection. There are 4 numbers of usable

dumper placer bins of 3 m3 capacity placed across the town, waste from households are

collected using bins and pushcarts and then transferred using tractor trailer to the dumpsite.

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

labours managed by Krishnarajanagara TMC. Sweeping waste generated is transferred using

tractor trailer and the waste is transported to the landfill site located at Mudalakoppalu village

which is 4 km away from the town.

Exhibit: Existing Collection and Transport

2.4.2 Processing and Disposing

Krishnarajanagara TMC has set up Municipal Solid Waste disposing site in MudalaKoppalu,

which is located 4 km away from the town. The total area of the landfill site is about is about

3.3 acres. This site is being used for dumping of Municipal Solid Waste generated in the town.

The facility has been provided with a security room, one storage room wherein old compost

is stored & 2 sheds. There are 15 nos. of composting pits, but the roof is provided for only 10

nos. of the compost pits and for the rest 5 nos. compost pits there is no roof. Another shed

Commercial/

Establishments/

others

Secondary storage

Tractor Trailers

Secondary transportation

Tractor Placer/

Tractor Trailers

Secondary

transportation

Households

(Waste generator)

Push Carts/ Bins

(Primary

collection)

Dump

site



which has platform, one side of the shed has rotary sieve and shredder. There is a borewell

point.

2.4.3 Bio- medical waste

There are About 5 Major Biomedical Waste Generators in the town. The medical waste is

supposed to be disposed separately and processed separately from the municipal solid waste

as per MSW rules 2016 for biomedical waste. It is observed during the study that the

biomedical waste is collected separately by Shri consultancy, Mysore. The collection

frequency of the biomedical waste is once in 3 or 4 days.

2.5 Cost of waste management

The Waste management by TMC at present is mainly collection & transport. The waste

collected is disposed in the disposal site. No processing activity is being carried out. The TMC

spent Rs. 130.08 lakhs for 2015-16 for solid waste management at an average cost of Rs. 3800

per ton of waste collected.

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

i. Expenditure details

S.N Activities Cost per year in

Lakhs 1 Door to door collection, sweeping & others 165.43 2 Secondary collection & transportation including transfer station 3 Dry waste collection centre 0.00 4 Processing 0.50 5 Disposal / landfilling 0.00 6 Leachate collection & treatment 0.00 7 Bio-mining / capping 0.00 8 Others 4.00

Total 169.43

ii. Revenue details

S.N Particulars Amount (Rs. in

lakhs)pe year 1 % of Property tax, reserved towards SWM and cleaning activities 40%

2 SWM Cess 11.00

3 Sale of compost, recyclables, RDF etc. 0.01

4 Components of Town planning Fee, advertisement tax, birth / death certificate fee etc. towards SWM and cleaning activities, stocking material fees

2.88

5 Fines and fees available for SWM and cleaning activities 7.16



6 Others Nil

Total 21.05

3. Proposed Plan for Management of MSW

3.1 Collection & transport infrastructure

The waste shall be collected using the proposed Mini Tippers and transported to the landfill

site. No secondary transportation is required as the dumpsite is just 4 Km away from the

town. The existing bins can be placed at strategic locations and existing tractor placer shall be

used for transporting the waste collected from these bins once in a week. Existing one Tractor

trailer can be deployed for street sweeping and one can be used for transportation of

construction debris. One tractor trailer & loader is proposed for procurement for the

processing facility. No other additional transport vehicles are proposed.

• Mini Tipper – 6

• Trailers – 1

• Existing tractor & tipper truck would be used

• Tractors would be part of the sweeping, silt & construction debris collection.

It is assumed the 100% segregation happens in one year time period. TMC shall create

awareness among the public through repeated advertisements, campaigns, educating the

children on SWM and give a timeframe for segregation.

Details of the Resources Proposed

Assets Requirement Existing To be procured Vehicle and Machineries/equipment’s

Containers of 10 litre capacity (2nos of total households)

20246 0 20246 HDPE woven sacks (1 no of total households)

10123 0 10123 Mini-tippers (1.0T) 7 6 1 Tractor with trailers and Truck(3T+1TT)

4 4 0

Push-carts (4bins) 16 10 12 Backhoe loader (76HP,49.5HP) 1 1 0 High raised trailers 1 0 1 GPS tracking system (no of vehicles)

13 6 7 Composting plant and machinery ( 8hr/Day)

1 0 1 (35 & 16mm-25T, 4mm -12.5 capacity of sieving machine) Bailing machine (1TPD) 1 0 1 Conveyor belt 1m width and 5m length

1 0 2

1100 Lit capacity bins for recyclable waste

3 0 3 Weighbridge (30T) 1 0 1



Suction and Jetting Machine 1 1 0

Manpower Permanent Outsource

Sweepers 29

22 32 -10 Loaders/helpers 16 Worker on processing & windrow floor

4

DWCC 2 Drivers 11 0 9 2 supervisor 2 2 0 0 Operator (Loader Back Hoe/Compactor/Sucking Mach.)

2 0 0 2 Security 1 0 0 1 Plant Operator 1 0 0 1 Total 68 24 41 - Environment Engineer - 1 - -

Senior Health Inspector - 2 - -

Manpower Breakup

Sl. No Particulars Requirement No

A City Sanitation 40

1 Supervisor 2

1 Sweepers 29

2 Tractor Driver @ 1 driver/vehicle 2

3 Tractor helpers @3 loaders/vehicle 6

4 Suction and Jetting Driver @ 1 driver/vehicle 1

5 Suction and Jetting Driver @ loaders/vehicle 0

B Collection and Transportation 18

1 Auto/Mini-Tipper Drivers @ 1 driver/vehicle 7

2 Auto/Mini-Tipper Helpers @ 1 helpers/vehicle 7

3 Tipper Truck Driver @ 1 driver/vehicle (Markets & Bulk generators)

1

4 Tipper Truck helpers @3 helper/vehicle (Markets & Bulk generators)

3

C Processing & Disposal 8

1 Operator cum Supervisor 1

2 Workers 4

3 Operator for loader 1

4 Driver for tractor 1

5 Security 1 DWCC 2

Grand Total 68





Vehicle Deployment Plan – Generator wise

Waste

Generators

Auto-

tippers

Mini-

tippers

Tractor

with

trailers

Pushcart Compactor Back hoe

Loaders Remarks

Residential

waste

0 7

Waste collected from these generators will

be transferred to compactor Commercial

waste

Meat stall waste Meat waste is proposed to collect in a

container and to be placed in the mini

tipper in a separate trip Market waste Market waste will be collected by

compactor directly within 2 hrs (6am-8am)

Bulk Generators

Waste 1 Waste from Big hotels is also proposed to

collect by same compactor which is

assigned for market waste Street sweeping

waste 2 16 Type A road garbage, recyclable waste will

be collected by compactor within the time

limits of 2hrs. 3 tractors will be used for

collection of waste from street sweeping.

Same tractor using for sweeping is

proposed to collect C&D waste in a separate

trip

Drain cleaning

waste 1

C&D waste

Processing

facility 1 1

Total 0 7 5 16 0 1



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

Mini tippers /Auto tipper and Tipper Truck

Mini

Tipper

No.

trips

/

day

Ward no Street name

No. of

generators

covered

Quantity

of waste

Disposal

Site

Mini

tipper

1

2 1,2,4

Horticulture Office, PWD

Office, Govt. Hospital,

Veterinary Hospital,

APMC Yard, Yadatore ,

madhuvanahalli

badavane, shani

mahathma temple road,

T-mariyappa college road,

kuvempu badavane,

vinayaka badavane,

kerosene bunk road, sri

rama block, bhovi colony,

railway station road, HP

gas distribution centre,k

sridevi nursing home.

1847 1856.4 Processing/

DWCC

Mini

tipper

2

1 1,2,3,5

Horticulture Office, PWD

Office, Govt. Hospital,

Veterinary Hospital,

APMC Yard, Yadatore ,

madhuvanahalli

badavane, PLD

convention centre, park,

PK colony , mayalame

temple, railway station

road,


DWCC



Mini

tipper

3

2 3,5,6

Irrigation Department,

Railway Station,

Kalenahalli Colony,

bannimantapa badavane,

vijayanagara badavane,

Taluk office, government

general hospital, Hassan-

mysore road, SVDs

theatre, madappa vidya

samsthe, PLD convention

centre, park, PK colony ,

mayalame temple,

railway station road,

Katenahalli hos

abadavane, CM road


DWCC

Mini

tipper

4

2 14,16,17

Junior College, Mamatha

ganga nursing home,

Basaveshwara block,

Hassan- mysore road, DLS

theatre, Akkamahadevi

road, shivambhavan

convention centre,

Gurukula school,

Mahadeshwar temple

road, JSS college, Mullur

road, Subash nagar,

Kanaka nagara,

government first grade

women college, Sakkare

nagar, Valmiki nagar


DWCC



Mini

tipper

5

2 21,22,23

Maduvana halli badavane

koramara beedhi, muslim

block, T-Mariyappa

school, Bayadrahalli road,

Anjaneya temple, DLS

machine road


DWCC

Mini

tipper

6

1 8,9,10

Anajaneya block, Bazar

road, Arkanath badavane,

1st cross, 2nd cross, 3rd

cross, Post office road,

Harsha rani nursing

home, durga bakery, sree

hotel, C M road,

sudarshan hotel,

syndicate bank, Bharathi

vidya samsthe, vasavi

vidya samsthe,bazar road,

1020 1224 Processing/

DWCC

Mini

tipper

7

2 7,11,12

Post Office, C M road,

Anjaneya block anjaneya

temple, bazar road,

eshwara nagara,

aambedkar nagara,

Government high school,

KEB office.


DWCC

Mini

tipper

1

1 18,19,20

CMC, BEO office,

maduvanahalli road, SBI

bank, Kaka masjid, siraj

sawmill, kadria sawmill,

KSRTC bus depot, Hunsur

road, Tippu badavane.

1000 1200 Processing/

DWCC



Mini

tipper

6

1 13,15

7th road, 7th A road, Gowri

Shankar theatre, shishu

vihara, vasavi mahal,

Vajapeyi road,

Basaveshwara block,

vidyanaikethana vidya

samsthe.

680 816 Processing/

DWCC

The details of the vehicles and equipment recommended for K.R. Nagar Town are as below

S.N

Type of Vehicles Propose

d Existing no’s

To Procur

e Rate Amount

1 Push carts 16 10 6 13,701.00 82,206.00

2 Containers of 10 Lit capacity

20246 0 20246 160.00 32,39,360.00

3 HDPE Sacks 10123 0 10123 17.00 1,72,091.00

4 Mini tippers 7 6 1 5,20,000.00 5,20,000.00

5 GPS tracking system

13 6 7 15,000.00 1,05,000.00

6 Sound box, mic set 10 0 10 5,180.00 51,800.00

7 Tractor trailers 3 3 0 7,92,998.00 -

8 Speed Governer 12 0 12 18,000.00 2,16,000.00 Processing Site

8 Loader 1 1 0 17,08,875.00 -

9 High raised Trailers 1 0 1 2,00,000.00 2,00,000.00

10

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

1 0 1 67,00,000.00 67,00,000.00

11 Tools, Baskets, sieving kit etc.

1 0 1 35,000.00 35,000.00

12 Bagging tools and Equipment

1 0 1 50,000.00 50,000.00

13

Supply and fixing of turning box, switched, AC exhaust fan and Ceiling fan

1 0 1 2,00,000.00 2,00,000.00

14 Common facilities 1 0 1 53,61,754.00 53,61,754.00



15 Crop demonstration

1 0 1 52,500.00 52,500.00

16 DWCC tools 1 0 1 90,938.00 90,938.00

17 Recycling unit tools 1 0 1 9,38,012.50 9,38,012.50 Total 180,14,661.50 Contingency of 3% 0.03 5,40,439.85

Grand total 185,55,101.35

Amount in Lakhs 185.55

Details of Civil Components recommended for K.R.Nagar:

Sl no Description Dimensions Total Estimated Cost

Excluding contingencies (Rs.)

1 Security building 3m x 3m 146994.8988

2 Toilet 3.53m x 1.5m 116468.9549

3 Septic tank 1.96m x 1.46m 52071.45904

4 Processing shed 73m x 13m 4391511.013

5 Bitumen road 46m 245102.375

6 Rain water harvesting 5m dia, 4,6m hgt 213814.7213

7 Deep burial cells 5m x 1.5m 15615

8 Weigh bridge and pit 9m x 3m 243190.8706 9 Dry waste collection centre 9.54m x 9.54m 1995373.07

10 Sweeping Waste Segregation Area 5m x 4m 26968.4584

11 Roofing & Partition for Vermi Tanks 110 sq.m 285997.5

12 Planted gravel filter 18m x 15m 885499.9776 13 Sanitary landfill 34m x 53.5m 6681716.443

Total Amount 15300324.74 Contingency 459009.7422

Total 15759334.48 Total in Lakhs 157.59

3.2 Processing and Disposal

3.2.1 Technology Selection

The moisture content in Indian waste is high due to the high organic content in waste. In K.R.

Nagar TMC if the silt and recyclable wastes are removed from the waste stream the organic

matter is nearly about 48%. 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 K. R. Nagar TMC.

From the agrarian environment of K.R. Nagar town, the adoption of organic recovery solutions

like composting and vermi-compost are the preferred options. Based on the above analysis

and the existing facility in the dumpsite, it is recommended to have windrow based waste

management facility. This technology proposed have the potential to meet the overall

objectives of waste management elucidated above. This is cost effective.

3.2.2 Process and disposal plan

3.2.2.1 Design period & Design Details

Design period for collection & transportation system and processing & disposal is for 5 years.

Sanitary landfill as per the MSW Rules, 2016 is 20 years. Since the landfill will be developed in

phased manner and it is also expected that quantity & characteristic of MSW changes with

time initially landfill is constructed for 5 years and subsequent phases shall be developed as

& when required.

Projected waste for K.R. Nagar is 20 TPD of waste for the design period 2022 (Five years

period). Out of total waste 25 % of dry waste i.e. 5 TPD considered as direct transport to dry

waste collection centre and 10% of street sweeping waste about 2 TPD considered as direct

transport to low lying areas. The remaining 13 TPD of waste is considered for plant design

capacity. The processing facilities are windrow composting of 13 TPD, and RDF material of

3.42 TPD capacities.

Exhibit: K.R. Nagar Material Balance for Processing Facility



Exhibit: Technological Options for MSW Processing in Different Categories

Particulars Unit Quantity

Design Year (Five years’ period) Year 2022

Projected waste for K.R. Nagar TPD 20

25% of dry waste considered as direct transport to

dry waste collection centre TPD 5

10% of street sweeping waste considered as direct

transport to dry waste collection centre TPD 2

Plant Design Capacity TPD 13

Processing Facility

Windrow Composting TPD 13

Material Recovery Facility

Refuse Derived Fuel Plant TPD 3.42

3.2.3 Construction and Demolition Waste

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

reasonable & practical means, including source reduction, reuse or recycling, finally disposed

in low lying areas. Municipalities may explore the possibility of introducing 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, TMC shall obtain the C & D Waste

Management Plan from the project proponent and ensure its compliance. The small scale

waste generator has to store the waste on site and inform the TMC for disposal of the same.

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

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

3.2.5 Bio- medical waste

There is an existing system of waste storage collection and transport as per the biomedical

waste handling rules. The need is to ensure all the waste generators subscribe to this facility

and medical waste does not enter the municipal waste stream.



3.3 Cost of proposed Infrastructure

The following are the details for Cost of Infrastructure proposed as per Mysore SR rates.



Estimated Amount

Contingency - 3%

Grand Total




75,67,216.42 2,27,016.49 77,94,232.91



7 Social Forestry 52,500.00 1,575.00 54,075.00


3.4 Operation and Maintenance

S.N

Particular No. Unit cost

Unit Monthly expenses

Yearly expenses

1 Man power cost

A Collection & Transportation and Street Sweeping

Drivers for Door to door collection

7 15,188.2

5 Nos. 1,06,317.75 12,75,813.00

Driver for Tractor Trailer for Bulk waste and Open area

1 15,188.2

5 Nos. 15,188.25 1,82,259.00

PKs for Tractor Trailer for Bulkwaste

3 17,532.0

0 Nos. 52,596.00 6,31,152.00

Drivers for Canter(Sweeping)

1 15,188.2

5 Nos. 15,188.25 1,82,259.00

Driver for Tractor Trailer (Sweeping)

1 15,188.2

5 Nos. 15,188.25 1,82,259.00

PKs for Tractor(3) and Canter(3)

6 17,532.0

0 Nos. 1,05,192.00 12,62,304.00

PKs for Door to door collection

7 17,532.0

0 Nos. 1,22,724.00 14,72,688.00

PKs for street sweeping

7 17,532.0

0 Nos. 1,22,724.00 14,72,688.00

PKs for DWCC 2 17,532.0

0 Nos. 35,064.00 4,20,768.00



B Processing Facility

Plant Operator 1 18,158.2

5 Nos. 18,158.25 2,17,899.00

Pks for Processing Facility

4 17,532.0

0 Nos. 70,128.00 8,41,536.00

Drivers for Processing Facility Tractor Trailer

1 15,188.2

5 Nos. 15,188.25 1,82,259.00

Suction and Jetting and JCB

2 15,875.7

5 Nos. 31,751.50 3,81,018.00

Security/Weighbridge Operator

1 14,005.7

5 Nos. 14,005.75 1,68,069.00

C PERMANENT WORKERS

Senior Health Inspector

1 28,000.0

0 Nos 28,000.00 3,36,000.00

Sanitary supervisor 2 26,000.0

0 Nos 52,000.00 6,24,000.00

Environment Engineer

1 45,000.0

0 Nos 45,000.00 5,40,000.00

Pks (Sweeping) 22 20,000.0

0 Nos 4,40,000.00 52,80,000.00

2 Fuel and power 60.00 Rs. Per

litre

Mini Tipper/ Autotipper

7 5.00 Lit/day 63,000.00 7,56,000.00

Jetting and sucking Machine

1 12.00 Lit/day(15 Days)

10,800.00 1,29,600.00

Tractors Trailer and Canter

4 8.00 Lit/day 57,600.00 6,91,200.00

Backhoe loader 1 25.00 Lit/day 45,000.00 5,40,000.00

3 Power 30 7.00 Units 6,300.00 75,600.00

4 Additivies and chemicals

30 20.00 Rs/TPD 18,000.00 2,16,000.00

5 Tools/Safety equipments

51 2,000.00 Set/year 8,500.00 1,02,000.00

6 Baggage and packing cost

2.8 200.00 Rs/TPD 16,800.00 2,01,600.00

7 Transportation 4.8 250.00 Rs/TPD 36,000.00 4,32,000.00

8 Office cost LS 2,000.00 24,000.00

10 Vehicle Maintaintance

13 3,500.00 Nos 45,500.00 5,46,000.00

11 Misc LS 2,000.00 24,000.00

Total 16,15,914.25 193,90,971.00

Total in Lakhs 193.91



3.5 Estimated cost per ton of the waste

S.No Particulars Total Estimated Amount TPD Amount per

Ton

1 Capital cost 343,14,435.83 20 17,15,721.79

2 Operation and Maintenance cost 193,90,971.00 20 2,656.30

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.N

Particulars Basis units No of units/ Month

Rate Amount/

month Annual

A Sales (20 tons)

1 compost 14% of input TPD 2.80 2500 2,10,000 2520000

2 Recyclables 10% of Inorganics

TPD 2.00 300 18,000 216000

3 RDF 20% of input TPD 4.00 100 12,000 144000

Total 2,40,000 28,80,000

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 Slum 380 70% 15 47880

2 Non-Slums 8823 80% 30 2541024

3 Shops less than 10 sqm 85 85% 100 86700

4 Shops more than 10 sqm 550 85% 80 448800

5 Hotels 23 85% 100 23460

6 Institution 25 85% 100 25500

7 Meat/chicken shops 28 85% 150 42840

8 Marriage hall 15 100% 500 90000

9 Market 1 100% 1000 12000

10 Cinema theater 3 100% 200 7200

11 Street Vendors 178 75% 30 48060

12 Hospitals 5 100% 100 6000

Total

3379464



3.6.3 Proposed SWM user fees for next 5 years

S.No Waste generators 2017-18 2018-19 2019-20 2020-21 2021-22 1 Slum 15 20 25 30 35 2 Non-Slums 30 35 40 45 50 3 Shops less than 10 sqm 100 120 140 160 180 4 Shops more than 10 sqm 80 100 120 140 160 5 Hotels 100 120 140 140 170 6 Institution 100 120 140 140 350 7 Meat/chicken shops 150 200 250 300 170 8 Marriage hall 500 700 900 1100 1300 9 Market 1000 1000 1400 1400 1700 10 Cinema theatre 200 200 300 400 500 11 Street Vendors 30 50 70 70 90 12 Hospitals 100 120 140 160 180

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

proposed to collect 30% of the operations cost from SWM services for the first year and in

next 5 year about 50% of operations cost shall be covered by revenue from SWM services.

Sources of funding for capex

Sl.No Particulars Details

1 GoI share @ 35% of project Cost 120.10

2 GoK share @ 23.30% of GOI share 80.06

3 ULB’s contribution 142.99

Total Capital Cost 343.145

Proposed Revenue Generation

Year 2017-18 2018-19 2019-20 2020-21 2021-22

S.No Description Amount in Rs.per annum

A O&M Expenses 193.91 203.61 213.79 224.47 235.70


28.80 29.66 30.55 31.47 32.41

C Revenue by way of SWM user charges 33.79 43.77 55.29 68 84

D Salaries from untied SFC grants 45.76 48.05 50.45 52.97 55.62


59.04 61.99 65.09 68.35 71.76

F Total revenue proposed 167.39 183.47 201.39 220.34 244.15

G Deficit 26.52 -20.14 12.40 4.14 -8.45


32.28% 36% 40.16% 44.11% 49.5%



1. INTRODUCTION

1.1 REPORT OVERVIEW

Municipal Solid Waste Management has always been a great challenge to the ULBs in India.

The existing SWM system of KR nagara town requires substantial improvements for making it

in accordance with MSW (Management & Handling) Rules 2016, notified by Ministry of

Environment and Forests. The MSW 2016 rules lay down procedures for waste collection,

segregation, storage, transportation, processing and disposal. This report details the status

and proposal for SWM for KR nagara town.

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

allied Engineering Drawings on Solid Waste Management Plan for KR nagara Town Municipal

Council on an integrated approach in accordance with MSW Rules 2016. Comments were

received on the draft report during the meeting held with TMC. Final DPR has been prepeared

incorporating the comments received from TMC.

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

The government of India has launched clean India campaign which is also called Swachh

Bharat Abhiyan or Swachh Bharat mission (SBM). The Swachh Bharat Mission will be

implemented under Ministry of Urban Development (MoUD). The Swachh Bharat Abhiyan

was covers 4041 towns and cities in India. The Swachh Bharat Mission aims on improving solid

waste management systems in the cities, eradicate open defecation, bring in healthy

sanitation practices, capacitytown improvement of ULBs and bring in healthy changes in

sanitation practices. This campaign was officially launched by the Prime Minister, Ministry of

Urban Development has launched Swachh Bharat Mission (SBM) on 2nd October, 2014. The



Mission covers all 4041 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

District Urban Development Cell (DUDC), KR nagara stating to Preparation of Detailed Project

Report on ISWM for KR nagara TMC’s under Swachh Bharat Mission.

The population of the town is expected to reach about 53088 by the year 2036. The Town

Municipal Council (TMC) of KR nagara is the body responsible for providing basic amenities to

the residents of the town. The TMC KR nagara has made efforts for improving solid waste

management system, but it still has deficiencies in varying degrees and 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.

1.3 SCOPE AND OBJECTIVE OF THE PROJECT

TMC’s objectives for the consultancy project on “Preparation of DPR for Solid waste

management in KR Nagara Town Municipal Councils 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:

1.3.1 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.



1.3.2 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 providing details 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 1.1: Chapters of the DPR

S.N Chapter Details

1 Chapter 1 :

Introduction Presents the background, scope and objective of the project.

2 Chapter 2 : Town

Introduction

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 Chapter 2 : 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 Chapter 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

Chapter 5 :

Institutional aspects

& capacity town

building

This chapter provides details on the administrative resources

to be increased for setting up an efficient waste management

plan.

6

Chapter 6 :

Management

information system

Gives details on the required budget for improving the solid

waste management aspect of the town

7 Chapter 7 : Health

aspects

Provides details on the health aspects in relation to the

municipal solid waste management

8 Chapter 8 : Legal

aspects Provides details on the legal aspects of waste management

9 Chapter 9 : Public

awareness

Focuses on public awareness and participation required for

solid waste management in the town

10 Chapter 10 :

Concluding remarks

This chapter concludes the remarks of the DPR along with

providing a budget plan required for improving SWM

11 Annexures Annexures provide additional details to the DPR like drawings,

estimates, study formats conducted etc.



2 TOWN PROFILE

2.1 KRISHNARAJA NAGARA

Krishnaraja nagara (sometimes abbreviated to K.R. Nagara) is a town in Mysore district in

the southern part of Indian state of Karnataka. The town was founded between 1925s and

1930s as a new town, when a flood by river Kaveri damaged the nearby old town called

Yedatore. The town was shifted to a place 3 miles south and at a higher elevation, now called

Krishnarajanagara. It was named after Krisharaja Wodeyar, the maharaja of Mysore.

Krishnaraja nagara is a town with broad roads. Krishnaraja nagara is well connected by rail

and road to places such as Mysore, Hassan and Hunsur. The famous Chunchanakatte Falls are

located about 13 km from Krishnarajanagar.

ArkeshwaraSwamy temple is situated on the bank of river Kaveri and a jathra (car festival) is

celebrated on Rathasaptami day.

Google image of the Krishnarajanagara

2.2 LOCATION AND TOPOGRAPHY

The town is situated between 12° 27′ 36″ N,(Latitude in DMS),76° 23′ 24″ E(Longitude in

DMS). Krishnaraja nagara is situated along State Highway 17. The town is located 186 Km from

Bangalore.



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


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

https://en.wikipedia.org/wiki/Hassan,_India

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

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

https://en.wikipedia.org/wiki/Arakeshwara_Temple,_Haleyedatore



Exhibit 2.1: Topology of Krishnarajanagara town

Krishnarajanagara is surrounded by Mandya district towards west, Hassan district towards

North, Hunsur taluk towards south, Periyapatna towards East.

2.3 DEMOGRAPHY

The Krishnaraja nagara Town has population of 35,805 of which 17900 are males while 17905

are females as per report released by Census India 2011. Population of Children with age of

0-6 is 3,542 which is 10 % of total population of Krishnarajanagara. Literacy rate of

Krishnarajanagara town is 27985 are literates In Krishnarajanagara, Male literacy is 14,641

while female literacy rate is 13344.

Exhibit 2.2: Population trends in Krishnarajanagara Town

Population Trends in Krishnarajanagara

S. No. Census Year Population Increase Growth %

1 1981 18900 - -

2 1991 26084 7184 0.275

3 2001 30633 4549 0.148

4 2011 35805 5172 0.144

Schedule Caste (SC) constitutes of 5259 while Schedule Tribe (ST) were 2407 of total

population in Krishnaraja nagara. Out of total population, 13,201 were engaged in work or

business activity of this 10,262 were males while 2939 were females.



Exhibit 2.3: Ward level Population of Krishnaraja nagara in Census 2011

Ward

No.

Households Population Males Females 1 347 1,308 643 665 2 744 2,963 1,540 1,423 3 340 1,387 648 739 4 364 1,506 694 812 5 403 1,689 872 817 6 483 1,880 933 947 7 263 1,062 525 537 8 347 1,366 683 683 9 283 1,064 534 530

10 286 1,120 548 572 11 353 1,390 653 737 12 474 2,044 1,008 1,036 13 289 1,126 568 558 14 254 994 496 498 15 323 1,248 626 622 16 441 1,649 828 821 17 717 2,990 1,594 1,396 18 270 1,291 669 622 19 304 1,468 733 735 20 346 1,658 830 828 21 369 1,804 893 911 22 283 1,204 585 619 23 360 1,594 797 797

Total 8643 35,805 17900 17905

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)

2.3.2 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 to town centre

and other facilities, present land-use pattern, potential for future change and others. The

below exhibits shows the projected population and has also been adopted as the design

population

Exhibit 2.4: Projected Design Population of Krishnarajanagara Town

Projected Design Population for SWM

S. No.

Year Projected Population Population considered (Avg. of AP,

GP& II)

Arithmetic Progression

method

Geometric Progression

method

Incremental Increase method

1 2016 38,391 36,675 38,908 37,991

2 2021 40,977 36,401 42,280 39,886

3 2026 43,563 34,983 45,944 41,497

4 2031 46,149 32,421 49,925 42,832

5 2036 48,735 28,715 54,252 43,901

2.4 CLIMATOLOGY

2.4.1 Rainfall

The monthly rainfall for Krishnarajanagara town in the year 2013, 2014 and 2015 are given in

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



The peak rainfall in 2013, 2014 and 2015 were 113.50 mm, 121 mm and 121.50 mm

respectively.

Exhibit 2.5: Average Annual Rainfall of Krishnarajanagara

Months

2013 2014 2015

Avg (mm) Max (mm) Avg(mm) Max (mm) Avg (mm) Max (mm)

January 0.06 0.50 0.15 1.00 0.39 2.00

February 4.02 8.50 2.52 8.00 0.15 1.00

March 18.03 33.50 4.32 11.50 24.74 42.00

April 63.04 59.00 55.14 60.00 84.11 53.50

May 71.27 57.00 140.93 76.00 175.66 74.00

June 60.37 55.50 62.60 42.00 127.35 121.50

July 80.89 31.50 54.67 61.50 23.06 14.50

August 16.01 9.00 75.09 81.00 110.37 112.50

September 96.58 58.00 163.43 121.00 143.47 68.50

October 70.87 55.00 179.74 80.00 94.49 91.50

November 82.64 113.50 5.90 23.00 126.46 81.50

December 0.27 1.50 29.43 24.50 3.03 12.00

Peak Rainfall 96.58 113.50 179.74 121.00 175.66 121.50

Exhibit 2.6: Graphical Representation of Max Annual Rainfall of Krishnarajanagara

0.00

20.00

40.00

60.00

80.00

100.00

120.00

140.00

Rai

nfa

ll in

mm

Month

Max Annual Rainfall

2013

2014

2015



2.4.2 Temperature

The monthly temperature for Krishnarajanagara town in the year 2013, 2014 and 2015 are

given in below exhibit. The hottest months in these years were April and May and coldest

months were between November and January. The maximum temperature in the year 2013,

2014 and 2015 were 30.70°C, 33.10°C and 29°C in the month of April and May. Similarly, the

minimum temperature in the year 2013, 2014 and 2015 were 20.30°C, 19.50°C and 18.90°C

respectively.

Exhibit 2.7: Max & Min Temperature of Krishnarajanagara Town

Months 2013 2014 2015

Max Min Max Min Max Min

January 27.60 21.40 19.60 19.50 20.00 19.90

February 28.40 21.70 29.30 21.80 22.20 18.90

March 29.30 23.00 29.80 23.10 21.20 18.90

April 30.70 23.70 33.10 24.20 28.90 24.50

May 25.50 22.00 24.20 24.00 29.00 20.30

June 25.50 22.00 28.30 22.70 26.00 22.80

July 24.90 21.70 25.90 22.00 26.60 26.30

August 28.30 22.40 24.60 22.30 27.10 22.50

September 26.80 21.60 26.30 22.10 26.00 23.10

October 25.20 25.20 25.90 22.30 26.10 22.40

November 22.20 21.00 24.60 21.90 24.10 23.70

December 25.20 20.30 25.60 22.00 25.30 22.40

Exhibit 2.8: Graphical Representation of Max Temperature of Krishnarajanagara



2.4.3 Wind Speed

The wind speed varies across the year with maximum wind speeds being recorded in the

monsoon months. The maximum wind speed varies in the year 2013, 2014 and 2015 from

5.30 kmph, 5.10 kmph and 23.20 Kmph respectively.

Exhibit 2.9: Max & Min Wind Speed of Krishnarajanagara Town

Months

2013 2014 2015

Max Wind Max Wind Max Wind

January 2.50 3.40 2.10

February 2.80 2.60 6.20

March 2.70 2.60 6.70

April 5.30 3.10 6.70

May 2.90 5.10 12.30

June 5.20 3.20 9.60

July 2.80 2.90 9.20

August 2.70 3.00 8.40

September 3.40 2.50 8.10

October 2.70 3.00 2.70

November 2.50 3.00 23.20

December 3.40 2.10 5.60

Exhibit 2.10: Graphical Representation of Max Wind speed of Krishnarajanagara

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00Te

mp

erat

ure

°C

Months

Max Annual Temperature °C

2013

2014

2015



0

5

10

15

20

25

Win

d s

pee

d in

km

pl

Months

MAX Annual Wind speed in kmph

2013

2014

2015



2.4.4 Humidity

The mean annual maximum humidity in the year 2013, 2014 and 2015 were 96.60%, 100%

and 100% respectively and the mean minimum in the year 2013, 2014 and 2015 were 9.10%,

0.60% and 0.70% respectively. During the rainy season the humidity reaches maximum. The

month of March and April has the least humidity.

Exhibit 2.11: Max & Min Humidity of Krishnarajanagara Town

Months 2013 2014 2015

Max Min Max Min Max Min

January 96.60 13.60 92.50 21.50 100.00 0.70

Febrauary 94.20 8.80 97.00 15.80 100.00 8.70

March 93.00 9.10 94.10 11.90 100.00 0.90

April 95.30 12.60 96.10 9.60 100.00 0.80

May 96.20 21.00 96.30 24.80 100.00 0.80

June 92.80 44.20 95.80 37.80 100.00 0.70

July 93.30 46.70 93.80 45.20 100.00 0.70

August 93.60 44.50 95.10 49.00 100.00 0.70

September 96.30 43.50 95.20 45.20 100.00 36.70

October 94.80 39.40 95.70 40.10 100.00 25.20

November 96.00 31.10 92.60 26.00 100.00 33.50

December 92.90 19.10 100.00 0.60 100.00 24.70

Exhibit 2.12: Graphical Representation of Max Humidity of Krishnarajanagara

889092949698

100

Hu

mid

ity

Months

Max Annual Humidity (HUM)

2013

2014

2015



2.5 TRANSPORTATION

By Rail

Krishnarajanagara has a railway station with broad gauge line (the standard gauge followed

by Indian Railways) which runs from Mysore to Krishnarajanagara. Mysore being an

important location is well connected by rail to major cities in India and hence passengers can

stop over at Mysore and take another train to reach Krishnarajanagara. Many movies has

been shot in this railway station.

By Road

K R Nagar is located at a distance of about 45 km from Mysore which is the district

headquarters. The town is located at about 186 kms from the state capital bangalore on state

highway 17

2.6 TOURIST CENTERS

Chunchankatte Falls

Cauvery flows into Chunchankatte roaring thunderously forming a 60 feet height and

approximately 300 to 400 feet wide waterfalls. This place is situated 57 km from Mysore in

Krishna Raja Nagar (K.R.Nagar) taluk, Mysore district. When the river reaches to cascade it is

divided into two separate falls and joins again to continue to flow as one into Krishna Raja

Sagar (KRS) dam. The roar is deafening and the spray from the falls is refreshing. The gushing

of water from every nook and corner of the rocky bed forms a milky white falls and the brown

colored water in some parts of the falls shows the fertility that Cauvery brings along with her

to the deccan plateau. At one angle you can see a large quantity of water whoosh to about

10 feet away from the jutting rocky bed before cascading into the river displaying the force

at which it flows. This force is well tapped here and there is a hydraulic power generating

station installed. It is in its best form during monsoon, but during seasons where there is less

inflow of water, you can climb onto the rocks and explore more. From Mysore, drive down

Mysore-Hassan highway and reach K.R.Nagar. Here, any of the locals can guide you to the

falls. It is approximately 8 kilometers from K.R.Nagar.



The most astonishing feature of this temple is that even though the falls beside the temple

makes a deafening noise, inside the garbhagudi (Sanctum sanctorum) nothing of the roar can

be heard. It is as though the falls does not exist. The legend narrated for this phenomenon

goes like this – it seems Lord Rama was tired of Sita Devi’s constant complaining so he cursed

that women should not talk unnecessarily and add to the noise pollution. Even though women

till now do not seem to have been touched by the curse, river Cauvery’s (who is considered a

woman) roar at least is not heard in the garbhagudi of the temple.

Arakeshwara Temple

The Arakeshwara Temple is a Hindu temple in Hale Yedatore, a village in the Krishnaraja

Nagara taluk of the Mysore district, Karnataka state, India. The temple dates back at least to

early 19th century rule of the Mysore Kingdom and is built in typical dravidian style. Hale

Yedatore is located only a few miles north of the commercially important town

of Krishnarajanagara and about 38 Km north-west of the historically important town

of Mysore. The temple is a protected monument under the Karnataka state division of

the Archaeological Survey of India.

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

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




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

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

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

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

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



3 EXISTING SWM SYSTEM IN KRISHNARAJANAGARA

3.1 OVERVIEW OF SWM IN KRISHNARAJANAGARA TOWN

A detailed presentation of the existing Solid Waste management system in Krishnarajanagara

town is presented in this chapter to provide an understanding of the system prevalent in the

town. The total waste generation in Krishnarajanagara TMC is estimated to be about 12.26

tons per day (TPD)(estimate using 2011 data). At present, about 10.95 TPD of waste is

collected on an average. Primary collection is conducted by door to door collection, from

open locations and from collection bins. There are 4 numbers of usable dumper placer bins

of 3 m3 capacitytown placed across the town. The waste from households is collected by

pushcarts and then transported to dumpsite using tractor trailer.



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

labours managed by Krishnarajanagara TMC. The waste from street sweeping is collected

using tractor trailer and transported to the dumpsite.Of total road length of 103.5 km in

Krishnaraja nagara town, about 16.5 km of the road is swept daily, 26 km of the road is swept

alternate days, 36 km of the road are swept weekly once, and 25 Km of the road is swept

once in 15 days the waste generated is transferred using tractor trailer to the dumpsite.

Waste from commercial establishments is collected using tractor trailer and transported to

the dumpsite. The waste is transported to the landfill site located at Mudalakoppalu village

which is 4 km away from the town.

Solid waste disposal site, Krishnarajanagara.



Bio medical waste generated by hospitals is separately collected and managed by Shri

consultancy, Mysuru.

FLOW CHART FOR THE EXISTING TRANSPORTATION MECHANISM

3.2 QUANTITY OF WASTE GENERATED

A detailed estimate of the MSW generation in the town has been carried and presented in

this section. The estimate of MSW generation has been done in three ways. A detailed

sampling was done for the different waste generators in Krishnarajanagara town . An average

quantity of waste generated by major waste generators was estimated by conducting a 3-day

survey in the town. The average waste quantity was multiplied by the total waste generators

for estimating the quantity of waste generated in the town.

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

between the population 20,000 to 49,999 (class III) as per Supreme Court Committee

Residential

Bins/ street sweeping

Tractor placer

Pushcart (Primary

Transport)

Tractor trailer (Secondary Transport)

DUMPSITE Commercial

Establishments

Tractor trailer (Secondary Transport)



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

between 250 and 300 gm/ capita /day in small towns / cities with population below 2,00,000.

A higher number of 300 grams per capita is considered for estimating normative standard

quantity of waste generated in the town. As per the normative estimate, the population of

the town is multiplied with 300 grams per capita.

The third approach adopted was to weigh the actual waste collected by the existing collection

system in the town, as part of which all the secondary transportation vehicles disposing waste

to the dumpsite were weighed for 3-consecutive days.

3.2.1 Waste generation estimate based on generators

There are various sources of wastes from which waste is generated in the town namely,

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

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

Sweeping. The survey team identified 10 major types waste generators in the town based on

discussions with the TMC and then conducted a detailed survey for estimating an average

quantity of waste generated by each generator. The study was conducted for 3 consecutive

days in December. The consultant team visited waste generator locations, collected the waste

and recorded in the formats along with details such as names, location, ward and other

details.

Door to door collection at Krishnarajanagara



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

based on the waste estimation. About 10 types sources were selected which are major

contributors for the waste generated in the Krishnarajanagara TMC. 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 from the records of TMC, census and district

handbook. Residents are taken from the census, street length from the Krishnarajanagara

TMC, other sources such as markets, commercial establishment data were obtained through

secondary data collection format. The detailed data on the sampling and waste generators is

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

generation is from residents followed by commercial establishments. The other sources

generate lesser wastes.

The door to door collection is carried out through pushcarts in most of the wards. But, the

outskirts area of the town lag behind in collection.

Exhibit 3.1: 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 9203 1.0 9009.74 9.010

2 Large Hotels 4 1.45 5.80 0.006

3 Small Hotels 19 1.21 22.99 0.023

4 Market 1 7.87 7.87 0.008

5 Meat/Chicken/ Fish shops 28 8.67 242.76 0.243

6 Institutions 25 3.20 80.00 0.080

7 Petty Shops 85 1.20 102.00 0.102

8 Commercial

Establishments 550 1.07 588.50 0.589

9 Street Sweeping



Type A 16.5 30.00 495.00 0.495

Type B 26 15.00 390.00 0.390

Type C 36 8.00 288.00 0.288

Type D 25 5.00 125.00 0.125



Total 12264.16 12.26

C & D 0.72

Source: TTPL study

3.2.2 Normative Estimate of waste generation

The population of Krishnarajanagara town is 35805 as per 2011 census. The Floating

population for the town is estimated to be about 1075 i.e. 3% of total population. By

considering the normative standards of 300 grams per capita, the normative quantity of waste

to be generated in the town is about 10.95 tons per day.

Based on the survey conducted in the town, the average quantity of waste generated is

estimated to be about 12.26 tons (estimate using 2011 data) at an average of about 342 grams

per capita. The actual waste generated in the town is closer to the normative estimate. A

realistic quantity of 12.26 tons is considered as actual generation in the town based on the

study conducted.

3.2.3 Estimation of Waste Quantity using Secondary Transportation Vehicle

A survey of all the vehicles reaching the dumpsite was conducted for 3 consecutive days from

December 3 to December 5, 2015. All the MSW collected from the town is transported and

dumped in dumpsite. All the vehicles including tractor placer and tractor trailers were

weighed at weigh bridge for all trips prior to dumping in the dumpsite. In weigh bridge

weighment, both load and tare weights of the vehicles were considered.

The consolidate data obtained from the study conducted for 3 consecutive days is presented

in below exhibits.

Exhibit 3.2: Estimation of Waste Quantity from Secondary Transportation Vehicles



Estimation of Waste Quantity from Secondary Transportation Vehicles

S. No. Sample date Quantity of waste in TPD

1 03/12/2015 13.31

2 04/12/2015 8.56

3 05/12/2015 10.98

Average waste per day 10.95

Collection Efficiency 89.33

Source: Field Study conducted by TTPL

3.2.3.1 Timings of waste disposal

Collection and Transportation of waste in Krishnarajanagara TMC. The collection &

transportation takes place between Morning 6:00 AM to 2:00 PM. The Tractors, dumper

placer and pushcarts are used in the TMC, they start operating at 6:00 AM and operate till

2:00 PM. The Tractors trailers and placer in the TMC start operating at 6:00 AM to 2:00 PM.

Tractor trailers and Tractor Placer collects waste from respective locations which have to be

loaded manually and transport to dumpsite. Pushcart carry out door to door collection and

then transfer the waste to dumpsite using tractor trailer.

3.3 MSW CHARACTERISATION

3.3.1 Physical Composition

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

days at the dumpsite and as well as at waste generator level. Quartering technique was used

for conducting waste character analysis at the landfill site. About 500 kgs of waste was taken

from fresh waste heaps and was reduced to 100 kgs using quartering technique. About 3

samples each were chosen on 3 consecutive days for waste segregation. All the samples were

segregated manually for understanding the physical nature of the waste. The details of

physical composition are provided in this report. A sample picture of the waste character

analysis is provided below.



Waste Characterisation at Dump Site

3.3.1.1 Physical Composition of Waste from Dumpsite Fresh Sample

The data shows in the waste, organic content of 48%, 34% recyclable materials and 17% of

slit and stones. The waste is amenable to composting; recycling and preparation of refuse

derive fuel.

Exhibit 3.3: Physical Composition of Waste in % - Dumpsite Fresh Sample

Physical Composition of Waste in % - Dumpsite Fresh Sample

Sampling Location Moodala Koppalu

S. No. Components Composition %

Day 1 Day 2 Day 3 Average

1

Wet

W

aste

Food Waste 8.02 6.89 11.12 8.68

3 Tree/Fruit/Flower/Leaves Waste 45.48 33.60 39.85 39.64

Sub-Total 48.32

4

Dry

Was

te

Plastic Containers & Packaging

16.02 15.08 11.85 14.31

5 Paper, Cardboard & Cartons 11.62 9.86 13.19 11.56

6 Rubber 1.10 0.80 1.17 1.02

7 Rags/Clothes 3.02 6.81 3.18 4.34

8 Wood 0.00 0.00 0.00 0.00

9 Metals 1.45 0.17 2.16 1.26

10 Glass 0.79 2.19 2.47 1.82

Sub-Total 34.31

11 Inerts 12.26 24.17 14.51 16.98

12

Spec

ial

Was

te Electronic

waste/batteries/Bulbs 0.09 0.12 0.28 0.16

13 Bio-Medical waste 0.16 0.30 0.24 0.23

Sub-Total 0.39

Total 100.00 100.00 100.00 100.00

Source: Field Study conducted by TTPL

3.3.2 Chemical Composition

The chemical characteristic of MSW is crucial to understand the chemical composition of the

material to ensure that the processing facilities are designed based on the chemical

properties. A 10 kg mixed waste sample was taken from the fresh waste heap and sent to

laboratory for chemical analysis. The waste considered for chemical analysis was dried under



sun for about 3 days to remove moisture content. The sample was analysed in Chemical

laboratory in Bangalore (M/s Essen & co). The report was then compared with MSW (M&H)

Rules, 2016 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 3.4: Chemical Composition of Waste

S. No

.

Parameters Results Compost Standards

As per MSW Rules - 2016 Conc. limits (Heavy Metals) for Compost (mg/kg,

dry basis)

As per Fertilizer Control Order (FCO) (mg/kg,

dry basis)

1 Moisture Content 2.10% 15-25

2 pH of 10% Solution 9.40 5.5-8.5 6.5-7.5

3 Total Nitrogen (N) 0.32 0.8

4 Total Phosphates (P2O5) 1.03

5 Potash (K2O) 1.49

6 Organic Carbon 9.32 12

7 Carbon: Nitrogen Ratio (C : N) 29.13:1 <20

8 Gross Calorific Value in Cal/gm 260

Source: Field Study conducted by TTPL & chemical analysis by Essen & co, Bangalore

The determination of the physical and chemical characteristics of MSW should be considered

because their importance in the biochemical transformation. Based on the results of organic

matter, pH, nitrogen, phosphorous and sulfur, present in MSW suggest that have optimum

values for biological treatment.

3.4 STORAGE OF DOMESTIC WASTE AT SOURCE

The storage of waste at domestic level in households or commercial establishments is

practiced in Krishnaraja nagara town. Some of the households/commercial store waste at

source and hand it over to the door to door waste collectors while rest dispose the waste at

multiple locations like open points. Most of the waste from shop, offices and establishments

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

streets and open points. Currently door to door collection is covered only in 17 wards.



Open Points in the town

It is observed during the study that there is a lack of public awareness regarding the

segregation. Households and commercial establishments store the unsegregated waste at

source. Market waste is collected using tractor trailer and transferred directly to the

dumpsite.

Bus stand waste is managed by private contractor. There is one market in the town, daily

market throw the waste in open spaces, PK’s daily sweep the market and the waste is

transported through tractor trailer.

The primary collection of waste is conducted by Krishnarajanagara TMC by using pushcarts.

Paurakarmikas collect the waste using pushcarts from households and transferred through

tractor trailer. These Paurakarmikas collect waste from households in town. It is learnt in the

field experience that primary collection efficiency is 89.33%. About 12 tons of waste is

collected on a daily basis based on survey conducted by TTPL.

3.5 SECONDARY COLLECTION AND TRANSPORTATION

Secondary collection of waste refers to collection of waste from the waste storage points in

the town. These primary collection systems which collects waste from individual waste

generators is disposed in these waste storage points. The waste storage points in

Krishnarajanagara are 3 cum dumper placer bins which are placed in parts of the town. There

are about 4 usable dumper placer bins placed in the town. These 4 bins are carried using a

tractor placer. These container bins are emptied in the landfill/ dump site.



Transportation of the solid waste generated by the town is being conducted by

Krishnarajanagara TMC. Transportation of waste could be classified into 2 types based on the

collection mechanism as follows: Primary & Secondary transportation. Primary transportation

is transporting waste generated at source to the secondary transportation vehicles. The waste

is collected from door to door by pushcart and transferred to tractor trailer. From open points,

waste is transported by tractors. All the vehicles are managed by Krishnarajanagara TMC. A

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

collected by Krishnarajanagara TMC.

Exhibit 3.5: Existing Collection & Transportation Vehicular Details

S. No.

Type of Vehicle

No. of Vehicles

Owned By

Source of Collection Disposal Condition of Vehicle

1 Tractor trailer

3 ULB Households/commercial establishment/ Institutions / Open points

Dumpsite Old, 2 in Usable condition, needs regular maintenance, one need to be replaced

2 Tractor placer

(Single bin)

1 ULB From bins Dumpsite Old, usable condition, needs regular maintenance

3 Push Carts

25 ULB Households Tractor Old, Usable condition

4 Mini Tippers

6 ULB Households and Commercial

Dumpsite New, Usable condition

Note: Since one Tractor Trailer is not in a usable condition, it is not considered for

transportation process.

3.6 STREET SWEEPING MECHANISM, FREQUENCY AND TOOL

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

generated in Krishnarajanagara town. The quantum of street sweeping waste generated per

day has been estimated at 1.3 tonnes per day. Street sweeping activity in the town is carried



out by the PKs. The street sweepings and the silt collected from the road side drains are

temporarily stored in small heaps on the road sides, sometimes are collected in the bins and

transferred to tractor placers for disposal. The road length in Krishnarajanagara TMC is about

103.5 km. The total road lengths in the town have been classified into four categories

depending upon the frequency of sweeping. The classification of roads are as follows.

Type A: Roads coming under 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 coming under 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

B roads and would require sweeping twice a week to keep them clean.

Type C: Roads coming under 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.

Type D: Roads coming under this type are located sparsely dense areas where there is

considerably less dirt and people commuting. These type of roads require sweeping once in a

15 days to keep clean.

Street Sweeping

The frequency of sweeping in 4 categories i.e. Type A, Type B, Type C and Type D is given in

below exhibit. Out of 103.5 km road length 16.5 km of the road is swept daily, 26 km of the

road is swept alternate days, 36 km of the road are swept weekly once, and 25 Km of the road

is swept once in 15 days.



Exhibit 3.6: Details of Roads

Type of Roads

Category Length of Roads Frequency of Cleaning

Type A town centres, near bus stand, commercial areas

16.5 Daily

Type B like semi residential - commercial areas, school areas, etc.,

26 Twice a week

Type C purely residential areas 26 Once a week

Type D Sparsely dense areas 25 Once in 15 days

The tools used by the TMC staff for sweeping are brooms. The staffs do not use any kind of

safety gloves or safety equipment. It was observed that the staffs had been provided with

basic equipment like helmet, shoes, uniform, masks and eye protecting glasses. But the staff

is not using the safety equipments.

3.7 HOSPITAL AND NURSING WASTE

There are About 5 Major Biomedical Waste Generators in the town. The medical waste is

supposed to be disposed separately and processed separately from the municipal solid waste.

It is observed during the study that the biomedical waste is collected separately by Shri

consultancy, Mysore. The collection frequency of the biomedical waste is once in 3 or 4 days.

3.8 WORK NORMS

There are about 8643 households and about 550 commercial establishments in addition to

about 103.5 km of road length in the town. There are 55 contract staff, 24 permanent staff to

manage door to door collection, transportation and sweeping the town. The services of the

existing staff can be utilised efficiently.

As per the municipal standard norms, 1 Staff can sweep about 1 km of road length and can

collect about 150 kg of waste from 150 generators. Due to inefficient management required

for efficient operations, the waste collection efficiency is lower than the standards in the

town.



3.9 OPEN POINTS

Open points has been observed in the some parts of the city. The door to door collection is

carry out in all wards of the city but, some parts of the city throw the waste in the nearby nala

and some of them throw in the open spaces.

3.10 ORGANIZATION CHART FOR SWM DIVISION

The MSW management activities in the Krishnarajanagara are supervised by the health

department of TMC Krishnarajanagara, which is headed by a Environment Engineer and the

organization structure of the department is set out in the exhibits below.

Environment Engineer is assisted by a Health Inspector and 2 sanitary Supervisors.

Environment Engineer is responsible for management of MSW. Environment Engineer reports

to the commissioner who is deployed by the Directorate of Municipal Administration,

Government of Karnataka. Pourakarmikas (PKs) are the front end workers who carryout

collection and transportation of MSW. Paurakarmikas are managed by sanitary supervisors.

There are about 23 permanents and 55 contract Paurakarmika’s (PKs) working on waste

management in the town.

The staffing pattern of the department is set out in the exhibit below.

Exhibit 3.8: Staffing details of Krishnarajanagara TMC

S. No. Details of staff Manpower in Nos.

1 Commissioner 1

2 Environment Engineer 1

2 Health Inspector 1

3 Sanitary Supervisors 2

4 Paurakarmikas- PKs (Permanent) 22 permanent +35 Contract

5 Drivers – TMC 0 permanent + 9 Contract

Source: Data collected from TMC by TTPL



Exhibit 3.9: Organization Chart for SWM Division

3.11 MSW PROCESSING AND DISPOSAL PRACTICE

Krishnarajanagara TMC has set up Municipal Solid Waste disposing site at 4 km away from

the town. The total area of the landfill site is about 3.3 acres located in Moodala Koppal. The

facility has been provided with a security room, one storage room wherein old compost is

stored, one bailing machine, one borewell point, 2 sheds which has roof, one roof is for

composting pits. There are 15 nos. of composting pits the roof is provided for only 10 nos.

and for rest 5 nos. compost pits there is no roof, another shed which has platform, one side

of the shed has rotary sieve and shredder which is not in operation and other side of the roof

is left empty. The disposal site is not being provided with a 24-hour security and has no

weighing bridge.

The waste brought to the landfill through tractor trailers and tractor placer is dumped and no

processing is being carried out and waste is spread over the area in different pockets within

the dumpsite.

Commissioner


Health Officers

Sanitary Supervisors

POURAKARMIKAS DRIVERS



Exhibit 3.10: List of existing machineries in landfill

Sl.no Existing Machineries Status

1 Rotary sieve -4mm No processing activity is being carried out.

2 Shredder -1 No processing activity is being carried out

3 Bailing machine -1 No processing activity is being carried out.

Exhibit 3.9: Existing Facilities in Dumpsite

Processing Shed Sanitary Landfill

Vermi Compost Shed



Shredder

Rotary Sieve

Bailing Machine

Exhibit 3.11: Existing facilities in Dumpsite

List of Existing Facilities at Dumpsite S.No. List of Facilities Size Unit

1 Building (Security) 3.4*6.17 m

2 Shed -1 (Storage) 5.63*12.55 m

3 Shed 2 ( Machinery Shed 15.94*68.2 m

4 Vermi Compost Tanks m

Single tanks 1.65*7.10

Double tanks 3.03*7.03

5 SLF 488.0 m

6 Garbage dumping area 1343.7 m

7 Sump (Leachate tank) 1.83*1.91 m 8 Area of Site 15335.4 Sq. m

3.12 PREVIOUS MSWM REPORT

There was no major study conducted considering solid waste management aspect in

krishnaraja nagara. This study is first of its kind in this town. However, studies conducted by

Storage Shed

Shots of the existing landfill site in Krishnarajanagara



the Environment Engineer, health inspectors and other officials on their own interest is not

documented properly. The documents and studies of the officers were not conducted in

recent times.

3.13 KEY ISSUES WITH CURENT MUNICPAL SOLID WASTE MANAGEMENT

The key issues in the current MSW management practice in Krishnarajanagar are set out

below:

a. Segregation of different MSW streams is not being practiced in the town.

b. Door to door collection is not covered for 6 wards of the town.

c. Residents, establishments, Institutions, etc all disposing waste in open points and

drains leading to clogging of drains.

d. Open disposal of the solid waste effecting the hygiene and aesthetics of the town

e. The interior roads and by lanes are often left unattended by sweepers.

f. All types of wastes are dumped in landfill site without segregation.

g. Lack of periodic medical check-ups for PKs and absence of standard

accessories/equipment for street sweeping, has resulted in PKs being exposed to

health hazards.

h. The PKs are predominantly from economically weaker sections. Any restructuring

of the existing activities would have a direct impact on their livelihood.



4 PROPOSED ACTION PLAN FOR SWM IN KRISHNARAJANAGAR

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. No secondary storage is proposed as the

dumpsite is 4km away from the town, however the existing bins can be placed at strategic

location. As such land belongs to TMC; 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

K.R. Nagar TMC at present has about 3.3 acres of land available wherein all the solid waste is

being dumped. Windrow platform and vermin compost tanks have been constructed in the

dumpsite; however the same is not in use. The dumpsite is at a distance of 4 kms from the

town. This existing dumpsite is proposed to be upgraded and used for processing and

development of a sanitary landfill.

4.2 WASTE GENERATION FORECAST

The total waste generation as per generator based assessment is about 12.26 tons per day

(estimate using the 2011 data) in the town. The normative estimate is about 11.06 tons per

day (estimate using 2011 census data). The waste generation of about 12.26 TPD is adopted

as a realistic waste generation. An average of about 10.95 tons per day is collected.

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 about 12.26

TPD (as per 2011 data) to about 25 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.

Exhibit 4.1: Estimation of Waste Generation and Projection

Year Population Waste generation rate in kg/Capita

Waste quantity in TPD

2017 39,401 0.365 12.3

2022 42,656 0.385 16.8

2027 46,153 0.410 20.6

2032 49,902 0.438 22.4

2036 53,088 0.473 25.1

Source: Projection by TTPL

4.3 STORAGE OF WASTE AT SOURCE

Storage of waste in households is key aspect of establishing good SWM practices. The concept

of storage of waste is required to be adopted by the generators. It is very essential to set up

a system for waste storage at source to increase efficiency of waste management in the town.

To conduct effective storage of waste at source, K.R. Nagar TMC should direct the waste

generators to store segregated waste at source. Waste generators including households,

commercial establishments and other institutions should compulsorily practice storage of

waste and hand over the waste to door to door collection staff.

Segregation of waste is mandated by the MSW Rules 2016 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 generators below. Each type of generator

shall segregate their waste at source and place them in provided containers and HDPE bags.

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 as and when generated

in a separate domestic waste container and keep dry/recyclables wastes in another

container/bag or sacks.



For biodegradable waste, a container of 10 litre capacitytown for a family of 5 members would

ordinarily be adequate. Wet wastes should preferably not be disposed of in plastic carry bags.

HDPE woven bags shall be used for storage of dry waste. Containers (10 litres) and HDPE

woven bags shall be provided to all the households by TMC.

Exhibit 4.2: Requirement of Dust Bins and Sacks for Source Segregation

S.No. Particulars Picture Capacity No. of

Households

1 Containers

10 litres 9320

2 HDPE

woven

Bags

HDPE woven

Bag

9320

They shall keep the domestic hazardous waste 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

K.R. Nagar TMC shall ensure that the above practices are practised by the households and

shall provide information and education regarding method of disposing the waste. K.R.

NagarTMC 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 of waste

on streets.

4.3.2 Commercial Establishments / Institutions

Commercial Establishments covers all the commercial activity establishments which includes

traders, kirana shops, petty shops, garages, offices, banks, medical stores,etc, There are

about 550 commercial establishments and 25 Institutions in the town. They together

generate waste of around 1 tonne of waste per day.

• 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, TMC shall ensure that all shops are included in door

to door collection mechanisms.

Proposed that TMC shall provide one container and one HDPE woven bag for

wet waste & dry waste storage to all the households in the town.



• 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 direct

all the members to transfer the waste generated to secondary storage bins provided

by TMC before the prescribed time on a day-to-day basis.

4.3.3 Hotels & Restaurants

There are about 4 large hotels in K.R. Nagar town which are having about 40 seat capacity

and 19 small Hotels which is having about 15 seating capacity . They generate around 60 kg

solid waste each day. For the solid waste generated in hotels and restaurants, TMC 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 store their waste on-site in sturdy container of 100 litre (0.1 m3) capacity. If

the capacity exceeds multiple containers of 100 litres can be used. 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.



4.3.4 Vegetable Markets

There is one vegetable market in the K.R. Nagar town located in ward No. 14. It produces

around 100 kg of solid waste daily on an average. To efficiently collect and transport the waste

generated from market in the ULBs shall take the following steps.

• Existing bins can be placed in the markets 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 bins provided for storage of waste in

the market.

4.3.5 Slaughter house, Meat & Fish shops

There are about 28 meat/ chicken/ fish stalls in K.R. Nagar town. The estimated waste that is

generated in these shops is about 250kg per day. The following systems have to be put into

place to manage the wastes from fish/ meat market stalls and slaughter house.

• Shopkeepers shall not throw any waste in front of their shops or on the streets or open

spaces.

• 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.

4.3.6 Marriage halls/Community halls

There are around 15 community halls in K.R. Nagar town. The waste generated by them is not

static but varies. It can be noted that the waste generated here is very high from August to

November as it is the marriage and festivals season. On other occasions when there are no

festivals or functions the waste is quite less.

• A lot of waste is generated when marriage or social functions are performed at these

places and unhygienic conditions are created. Suitable containers with lids which may

match with the primary collection or proposed compactor transportation system of



local bodies should be provided by these establishments at their cost and the sites of

their placement should be finalised in consultation with urban local bodies to facilitate

easy collection of waste.

• TMC shall direct the Marriage Hall owners to provide containers in the hall for storing

the segregated waste. Containers shall be colored in green and yellow for wet and dry

waste respectively with labels. Hall owners shall be held responsible for violation of

any norms.

• On site bio-digesters for food waste in combination with market waste shall be

encouraged.

4.3.7 Hospitals/ Clinics / Nursing Homes, etc.

K.R. Nagar town has around 5 number of major bio-medical waste generators. There is an

existing system of waste storage, collection, transport and processing as per the biomedical

waste handling rules. Shri Consultancy is responsible for waste collection, transportation and

processing of bio-medical waste for Mysore district. 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 Dumper Placer.

• 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 &

On site bio-digesters or the vermin composting for food waste shall be encouraged.

TMC shall direct the hall owners to either independently or the Association to set up

vermin composting facility or the bio-digesters for processing food waste onsite.



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.

4.3.8 Construction and Demolition wastes

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

employ reasonable & practical means, including source reduction, reuse or recycling, in

order to prevent construction & demolition debris from being disposed finally in low lying

areas. Municipalities may explore the possibility of introducing 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, TMC shall obtain the C & D Waste

Management Plan from the project proponent and ensure its compliance. The small scale

waste generator has to store the waste on site and inform the TMC for disposal of the

same. No person shall dispose of construction waste or debris on the streets, public

spaces, footpaths or pavements. One Tractor trailer, one driver and a 2 PKs shall be

dedicated for debris collection by TMC.

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 TMC shall identify the dedicated low lying area/ location for dumping

of construction debris.



5

6

7

8

9

4.4 SEGREGATION OF RECYCLABLES/NON-DEGRADABLE WASTE

Segregation of waste is a basic requirement for the improved solid waste management

system. Considering the nature of the town, 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.It is proposed that TMC shall provide one 10 litres container and one

HDPE woven bag to all the households for collection of wet and dry waste. Commercial

Establishments, hotels, etc shall segregate wet and dry waste independently. This has been

recommended in the last section and shall be implemented. A very important requirement of

segregation is to promote the concept extensively through mass awareness.

Containers - Wet Waste HDPE Woven bag –Dry Waste

The success of the segregation program depends on the ability to collect, transport and

disposal of segregated waste. These systems need to be introduced to ensure that

TMC may explore the possibility of introducing permit system which enable

obtaining permits by the project proponent with a monetary deposit that

allows for the tracking of C&D waste.

For any upcoming large scale construction projects, TMC shall obtain the C & D

Waste Management Plan from the project proponent and ensure its

compliance.



segregation is adopted widely. Wet waste shall be collected on daily basis and dry waste shall

be collected once in three days. Dry waste shall be taken to dry waste collection centres.

4.4.1 DRY WASTE COLLECTION CENTRES

Dry waste collection centres are the decentralized units dedicated for collection of in-organic/

dry waste in the urban cities. The dry waste consists of the recoverable like plastic material,

papers, cloth pieces, metal pieces, glass pieces etc. A pictorial representation of dry/ Inorganic

waste is provided below.

The functioning of the dry waste collection centres are related to the efficiency in door to

door collection. At present all these waste is mixed with the municipal waste and are disposed

in the land fill site. The below 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 kind of wastes from rag pickers and sell it to

the recycling industry. The average present market rate of these waste material is presented

below.

It is assumed the 100% segregation happens in one year time period. TMC shall create

awareness among the public through repeated advertisements, campaigns, educating the

children on SWM and give a timeframe for segregation. TMC shall ensure 100%

segregation by one year and direct the waste collection staff to collect only the

segregated waste and not to accept the mixed waste. Fine system shall be introduced

against the violators.



Exhibit 4.3: Average market rate of Recoverable from waste

S. N Dry waste type Present market rate Consumers

1 Metal pieces Rs25-30 per kg Metal fabrication waste buyers

2 Plastic material Rs15-20 per kg Plastic scrap buyers

3 Pet bottles Rs15-20 per kg Scrap buyers

4 Polythene bags Rs2-5per kg Scrap buyers

5 Used papers Rs4-7per kg Scrap buyers

6 Electric wires Rs5-8per kg Scrap buyers

7 Glass bottles Rs 1 per unit Bottling units

8 Rubber waste Rs12-15 per kg Scrap buyers

9 Footwear waste Rs3-5 per kg Scrap buyers

10 Used milk/oil Bag Rs3-6per kg Scrap buyers

Source: Study conducted by TTPL



The TMC 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 K.R. Nagar TMC 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. It is proposed that the TMC 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 5 TPD of such dry

waste which could be sold in the market is generated in the town for operating dry waste

collection centres.



Exhibit: Dry Waste Collection Centre Model

The proposed system insists that TMC shall establish and operate 2 dry waste collection

centres in K.R. Nagar town. Kiosks shall be set up in the centre for collection of different types

of recyclables. The facility would require 9*6m area for setting up each collection centre.

These centres shall be spread across the town for easy access to the generators. TMC shall

identify the locations for setting up of 2 waste collection centres.

Waste Kiosk

Household

Commercial/

Establishments/

Institutions

Dry waste collection centre

Sale Rejects

Landfill



The proposed dry waste collection centres would be set up and operated by TMC. Two centres

shall be established in ward nos. 17 & 21 identified by TMC. The dry waste consists of

recoverable like plastic materials, paper, metals, etc, which could generate revenue to the

operating agency. TMC shall encourage rag pickers for collection of the recyclables who in

turn will be generating revenue.

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.

4.5 PRIMARY COLLECTION OF WASTE

It is proposed to have a segregated waste collection from source to disposal. 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 for waste generator wise is

present in this section.

4.5.1 Modus Operandi

These 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.

4.5.1.1 Doorstep collection from Households

Primary collection of MSW from Residential areas

Door-to-door collection would be the primary mode of collection from domestic households.

Mini tippers are proposed to be deployed for primary collection of MSW. The collected waste

will be transported to the dumpsite using these mini tippers. Hazardous waste generated in

the households comprise dry cells, medicines, tubes, paints, pesticide bottles/ cans, shoe

polish, etc., required to be segregate and store separately and handed to the PKs.



Primary collection of MSW from slum areas

Mini Tippers are proposed to be deployed for collection of MSW from these areas. The waste

from door to door collection would be transferred to the Mini tipper and then directly take

to processing site. Segregrated dry waste shall be taken dry waste collection centre.

4.5.2 Doorstep collection from Non-Households

4.5.2.1 Markets

In market, it is proposed to place existing bins at strategic locations and the MSW collected

would be directly transported to the compost facility. PKs would sweep and collect the waste

in markets and store it in secondary containers. One sweeper shall be deployed for market

sweeping.

4.5.2.2 Commercial Establishments, Hotels ,etc.

Door-to-door collection would be the primary mode of collection from commercial

establishment as well. The Pk’s shall collect the the segregated using proposed Mini tippers

and transported to the processing facility. Similarly the segregated dry waste to dry waste

collection centre.

4.5.2.3 Other Sources

The other generators includes institutions, construction waste, marriage locations, 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 mini tipper or provision of container and picked up by the tractor placer/trailer can be

arranged. TMC shall make the provision of availability of containers for using for this purpose.

Separate containers for wet & dry waste shall be placed in the market. Shop

keepers & sweepers shall be directed to sweep and segregate the waste in

markets and store it in dedicated secondary containers.



4.5.3 Requirement of manpower, requirement of vehicles

There is existing door to door mechanism in 15 wards of the town. It is proposed that the

door to door collection be extended to all the 23 wards in K.R. Nagar town. It is proposed that

only mini tippers be used for door to door collection from all types of generators. As the

waste segregation process lead to improved local recycling, the waste to be collected and

transported would come down and the system is designed for the 2022-year waste

generation level of about 20 tons. Over 90% collection efficiency is targeted for the collection.

The estimate of vehicle requirement for door to door collection in ward wise is calculated

based on normative standards for Municipal Solid Waste Management framed by Directorate

of Municipal Administration of Karnataka. Mini tippers are proposed to be deployed for

collection of MSW from households/ slums/ establishments. The requirements of mini tipper

have been estimated as follows.

Exhibit 4.4: Proposed Requirement of Primary Collection & Transportation Vehicles

Sl. No. Particulars Unit Quantity

Assumption

1 Waste generation of TMC TPD 14.2

2 Street sweeping & drain cleanng waste 1.5

3 Waste excluding sweeping and drain waste 12.6

8 Coverage of Mini tippers Establishments/trip 750

9 No of trips of Mini tippers trips/day 2

10 coverage /Collection effieciency of Mini tipper % 100%

11 No of minitipper required for waste collection L7/(L8*L9) 7

12 Existing Mini tippers No. 6

13 No of Mini tipper to be procured (L10+L11)-L12 1

As the distance between city centre and the disposal site is 4 km only, it is proposed that, Mini

tipper shall directly dispose the waste to the disposal site. It is proposed for procuring 8 Mini

tippers of 0.9 cum capacity for door to door collection from households/slums/

establishments. At present there are no mini tippers available in TMC. Proposed for

procurement of 8 mini tippers for waste collection. A very important requirement for TMC is

to collect the segregated waste and to close all open points as the primary requirement for



the improved solid waste management system. The manpower requirement for

implementation of the proposed primary collection system is set out in the exhibit below.

Exhibit 4.5: Requirement of manpower for Primary Collection Vehicles

S. No.

Component Proposed Driver & PKs

PKs Driver

1 Mini tipper 7 7

2 Tractor for Bulk Waste 3 1

Total 10 8

Under the strategy, two additional PK are required for Mini tipper. An additional 25%

additional manpower is proposed considering the holidays, leave and weekly off to the

employees.

4.5.4 Street Sweeping

The sweeping of street and public spaces is being done by the K.R. Nagar TMC and it is

proposed that the existing system continue, covering all extensions, roads & parks. Most of

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 continuous collection of street sweepings, the tractors trailers would be going rounds and

collecting the street sweepings from identified locations where the street sweepings would

be stored/collected in a pushcart by the PKs. The silt, debris collected in the tractor trailer will

be taken to processing site where it will be segregated for recyclable waste and silt shall be

disposed off in the low lying areas identified by TMC.

• Mini tippers are proposed for door to door collection which will transport the

waste directly to processing site.

• Only Wet waste shall be taken to the processing site. Dry waste shall be taken

to dry waste collection centre.



4.5.4.1 Street Sweeping Frequency

The streets in K.R. Nagar TMC have been identified and classified in A, B, C and D category.

Type A category roads are busy main roads considered for daily sweeping like Hassan- Mysore

road, bazaar road, etc. About 16.5 km of road length is classified as roads requiring daily

sweeping. Type B category roads which are about 26 km require sweeping twice in a week, C

category roads which is about 36 km require sweeping once in week and Type D road of about

25 km require sweeping once in 15 days in the outskirts of the town. This has been done based

on the usage of the road.

4.5.4.2 Vehicles, tools and equipment to be used

Most of the tools used for sweeping are inefficient and outdated 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.

The sweepers should be compulsorily given safety equipment. The table below gives the

details of the safety equipment to be given to sweepers

Exhibit 4.6: Tools to be given to SWM staff

S.N Safety

equipment

Safety

against

Specifications Picture

1 Face mask Protect

against

dust/

infection

Standard

industrial

grade mask

with filter



2 Full arm

Uniform

Protection

against dust

Factory wear

uniforms

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 cap Protection

against dust

Standard

Source: Field experience of Tide Technocrats.

The street sweeping waste will be collected and transported in existing tractor trailer to low

lying areas.

4.5.4.3 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 44, considering 25%

additional manpower. The street sweepings (waste) would be collected in pushcarts and one

pushcart would be deployed for two PKs.



Exhibit 4.7: Total Number of PKs deployed and Vehicles required for Street Sweeping

Assumption

1 no. of sweeper 1000m of road length

2 sweeper 1 pushcart

Length of the Type A road 16.5 kms

Length of the Type B road 26 kms

Length of the Type C road 36 kms

Legth of Type D road 25

No of sweepers required per type A road 17 Nos.

No of sweepers required per type B road 9 Nos.

No of sweepers required per type C road 6 Nos.

No of sweepers required per type D road 2 Nos.

Total Number of sweepers required including market area 29 Nos.

No of pushcarts required 16 Nos.

No. of Existing Push carts 10 Nos.

Push Carts to be procured 6 Nos.

Waste handled per tractor per day 3000 kg

Distance covered per tractor per day 50 km

Waste generation in street sweeping activities 1315 kgs

No of Tractors required for Sweeping and C & D waste 2.00 Nos.

No of trips required per tractor per day 2 trips/day

Drivers required for Tractor trailers 2 Nos.

Source: TTPL Estimation.

Existing tractor trailer shall be used for transportation of street sweeping waste. At present,

there are about 25 push carts available in TMC, no pushcarts are proposed for procurement

for street sweeping activity.

4.5.4.4 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 is found to be adequate. It is proposed to

have dedicated sweeping staff, who shall be responsible for sweeping activity.

4.5.4.5 Improvement and recommendations on street sweeping

There is open dumping of MSW on the streets of K.R. Nagar town wherein the street sweeping

system has become the primary collection. This practice need to be avoided by improving



door to door collection systems and 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.

4.5.4.6 Drain Cleaning

It is proposed to have separate Pks team for drain cleaning. The total length of the drains in

the town is about 26 kms along the road.

S.No Particulars Nos.

1 Drains length (two side drains along the road) 26 Km

2 Frequency of cleaning Once in 2 weeks

3 Length of the drains to be cleaned per day 4 km/day

One existing tractor shall be deployed for collection & transportation of the drain& sweeping

waste. The waste shall be disposed off in the low lying areas identified by CMC.

4.6 TEMPORARY WASTE STORAGE DEPOTS FOR ONWARD TRANSPORTATION OF

WASTE

There are 4 tractor placer bins of 3 m3 capacity and 20 RCC bins of 1 m diameter placed in the

town. RCC bins requires manual operation which requires more manpower and also is time

consuming. It is proposed that all the RCC bins shall be removed from the town. No

additional bins are proposed for procurement. It is proposed that bins shall be removed from

the town progressively and town be made as binless town. The waste collected in the bins

would be transported to the disposal site by tractor placer.

Existing tractor trailer shall be used for transportation of sweeping & drain waste

and be restricted from using for MSW.

Proposed that bins shall be progressively removed from the town and made as

binless town. No additional bins are proposed.



4.6.1 Need of containers for Recyclables/ dry and hazardous domestic waste

The recyclable wastes and household/ establishments hazardous wastes are collected in as

part of door to door collection. The dry waste shall be directly taken to dry waste collection

centre.

4.6.2 Estimated need of the vehicles and containers

The transportation of waste would be done by Mini tippers. The tractor trailers in use at

present would be restricted to use for transport of street sweeping, drain cleaning,

construction debris, and the proposed tractor trailer will be utilized in processing site.

K. R. Nagar being a small town of less than 40,000 population, providing primary

transportation and secondary transportation separately would be not be cost effective and

the maintenance of the same for TMC would also be difficult. Also, the distance between

town and the disposal site is only 4 km. The recommended model for collection &

transportation for K.R. Nagar town is that, Mini tippers shall directly collect and directly

transport the waste to disposal site. Existing tractor placer shall be used for transporting the

waste collected in bins once in a week. Progressively bins shall be removed from the town

and town be made as binless town. Bins shall be placed in strategic locations like market, bus

stand, hospitals (non-bio-medical waste), etc. Tractors trailers shall be restricted for collecting

and transporting street sweeping waste. There are 1 tractor placer and three tractor trailer

available with TMC. One tractor trailer is old which requires replacement. One tractor trailer

shall be procured for transportation of construction debris. No other additional secondary

transportation vehicles are proposed. No bins are proposed for procurement.

The recommended model for collection & transportation for K.R. Nagar town is that, only wet

& dry waste shall be collected separately in Mini tippers and directly transport the waste to

disposal site. Only wet waste is transported to processing site. Existing tractor placer shall be

used for transporting the waste collected in bins once in a week. One tractor trailer is

proposed for transportation of construction debris. No other additional secondary transport

vehicles are proposed.



4.6.3 Transportation of Biomedical waste from hospitals/clinic/nursing homes

There is system available privately for biomedical waste in K. R. Nagar TMC and the same may

be continued. Shri Consultancy is responsible for collection, transportation and processing of

bio-medical waste in Mysore district. During the study I was observed that bio medical waste

is being mixed with MSW.TMC should ensure that all the bio medical waste generating units

come under this mechanism and do not get mixed with MSW. The violators shall be fined.

4.6.4 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 (lowlying 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, odor and exploitation by animals, birds and

insects. Transport of construction waste and debris shall be done using tractor trailer. One

tractor trailer is proosed for procurment. 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 TMC.

4.6.5 Routing of waste and trip requirement

There is an existing routing of vehicles in operation. With the addition of new vehicles, routing

for the same needs to be re-considered along with existing. It is proposed to introduce a GPS

base monitoring systems for the door to door collection and transport vehicles.

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, odor and

exploitation by animals, birds and insects.

The construction debris shall be disposed off in the low lying areas

identified by TMC.



4.6.6 Type and requirement of manpower

The requirement of manpower for Primary Collection & Transportation, Street Sweeping, And

Processing facility is given in the below exhibit. As per normative standards, 1 driver & 1 PK is

required per transport vehicle. 8 Pks and 8 drivers for proposed Mini Tippers, 44 Pks and 2

drivers for Street sweeping. Additional 9 drivers are proposed for the collection &

Transportation, whereas, the existing PKs should be distributed evenly.

Exhibit 4.8: Requirement of Manpower for Collection & Transportation of Waste

Manpower Permanent Outsource

Sweepers 29

22 32 -10 Loaders/helpers 16 Worker on processing & windrow floor

4

DWCC 2 Drivers 11 0 9 2 supervisor 2 2 0 0 Operator (Loader Back Hoe/Compactor/Sucking Mach.)

2 0 0 2

Security 1 0 0 1 Plant Operator 1 0 0 1 Total 68 24 41 - Environment Engineer - 1 - - Senior Health Inspector - 2 - -

Sl. No

Particulars Requirement No A City Sanitation 40 1 Supervisor 2 1 Sweepers 29 2 Tractor Driver @ 1 driver/vehicle 2 3 Tractor helpers @3 loaders/vehicle 6 4 Suction and Jetting Driver @ 1 driver/vehicle 1 5 Suction and Jetting Driver @ loaders/vehicle 0 B Collection and Transportation 18 1 Auto/Mini-Tipper Drivers @ 1 driver/vehicle 7 2 Auto/Mini-Tipper Helpers @ 1 helpers/vehicle 7 3 Tipper Truck Driver @ 1 driver/vehicle (Markets &

Bulk generators) 1

4 Tipper Truck helpers @3 helper/vehicle (Markets & Bulk generators)

3 C Processing & Disposal 8 1 Operator cum Supervisor 1 2 Workers 4 3 Operator for loader 1 4 Driver for tractor 1 5 Security 1 DWCC 2 Grand Total 68



4.6.7 Workshop facility for vehicle maintenance

K.R. Nagar town does not have a workshop facility for vehicle maintenance. In the proposed

system, the TMC shall be having total of 12 no. vehicles for solid waste management. 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

TMC 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.

4.6.8 Deployment plan for existing vehicles, staff and additional requirements

It is recommended that Mini tipper shall collect and directly transport the waste to disposal

site. The existing tractor trailers in use at present would be restricted to use for sweeping,

debris and not be used for transport of municipal wastes. It is proposed to use the services of

available staff for primary collection and transportation & street sweeping activity. Available

PKs should be distributed evenly. In addition, it is proposed to employ 9 drivers.

4.6.10 Summary of Incremental Infrastructure Required

S.N Type of Vehicles Proposed Existing

no’s To

Procure Rate Amount

1 Push carts 16 10 6 13,701.00 82,206.00

2 Containers of 10 Lit capacity

20246 0 20246 160.00 32,39,360.00

3 HDPE Sacks 10123 0 10123 17.00 1,72,091.00

4 Mini tippers 7 6 1 5,20,000.00 5,20,000.00

5 GPS tracking system

13 6 7 15,000.00 1,05,000.00

6 Sound box, mic set 10 0 10 5,180.00 51,800.00

7 Tractor trailers 3 3 0 7,92,998.00 -

8 Speed Governer 12 0 12 18,000.00 2,16,000.00 Processing Site

8 Loader 1 1 0 17,08,875.00 -

9 High raised Trailers 1 0 1 2,00,000.00 2,00,000.00

10

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

1 0 1 67,00,000.00 67,00,000.00



11 Tools, Baskets, sieving kit etc.

1 0 1 35,000.00 35,000.00

12 Bagging tools and Equipment

1 0 1 50,000.00 50,000.00

13

Supply and fixing of turning box, switched, AC exhaust fan and Ceiling fan

1 0 1 2,00,000.00 2,00,000.00

14 Common facilities 1 0 1 53,61,754.00 53,61,754.00

15 Crop demonstration

1 0 1 52,500.00 52,500.00

16 DWCC tools 1 0 1 90,938.00 90,938.00

17 Recycling unit tools 1 0 1 9,38,012.50 9,38,012.50 Total 180,14,661.50 Contingency of 3% 0.03 5,40,439.85

Grand total 185,55,101.35

Amount in Lakhs 185.55


Tide Technocrats (P) Ltd, Bengaluru Page xciii

Vehicle Deployment Plan – Generator wise

Waste Generators

Auto-tippers

Mini-tippers

Tractor with trailers

Pushcart Compactor Back hoe Loaders

Remarks

Residential waste

0 7

Waste collected from these generators will be transferred to compactor Commercial

waste

Meat stall waste Meat waste is proposed to collect in a container and to be placed in the mini tipper in a separate trip

Market waste Market waste will be collected by compactor directly within 2 hrs (6am-8am)

Bulk Generators Waste

1 Waste from Big hotels is also proposed to collect by same compactor which is assigned for market waste

Street sweeping waste

2 16 Type A road garbage, recyclable waste will be collected by compactor within the time limits of 2hrs. 3 tractors will be used for collection of waste from street sweeping. Same tractor using for sweeping is proposed to collect C&D waste in a separate trip

Drain cleaning waste

1

C&D waste

Processing facility

1 1

Total 0 7 5 16 0 1



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

Mini tippers /Auto tipper and Tipper Truck

Mini Tipper No.

trips / day

Ward no Street name No. of generators covered

Quantity of waste

Disposal Site

Mini tipper 1

2 1,2,4

Horticulture Office, PWD Office, Govt. Hospital, Veterinary Hospital, APMC Yard, Yadatore , madhuvanahalli badavane, shani mahathma temple road, T-mariyappa college road, kuvempu badavane, vinayaka badavane, kerosene bunk road, sri rama block, bhovi colony, railway station road, HP gas distribution centre,k sridevi nursing home.

1847 1856.4 Processing/ DWCC

Mini tipper 2

1 1,2,3,5

Horticulture Office, PWD Office, Govt. Hospital, Veterinary Hospital, APMC Yard, Yadatore , madhuvanahalli badavane, PLD convention centre, park, PK colony , mayalame temple, railway station road,


Mini tipper 3

2 3,5,6

Irrigation Department, Railway Station, Kalenahalli Colony, bannimantapa badavane, vijayanagara badavane, Taluk office, government general hospital, Hassan-mysore road, SVDs theatre, madappa vidya samsthe, PLD convention centre, park, PK colony , mayalame temple, railway station road, Katenahalli hos abadavane, CM road




Mini tipper 4

2 14,16,17

Junior College, Mamatha ganga nursing home, Basaveshwara block, Hassan- mysore road, DLS theatre, Akkamahadevi road, shivambhavan convention centre, Gurukula school, Mahadeshwar temple road, JSS college, Mullur road, Subash nagar, Kanaka nagara, government first grade women college, Sakkare nagar, Valmiki nagar


Mini tipper 5

2 21,22,23

Maduvana halli badavane koramara beedhi, muslim block, T-Mariyappa school, Bayadrahalli road, Anjaneya temple, DLS machine road


Mini tipper 6

1 8,9,10

Anajaneya block, Bazar road, Arkanath badavane, 1st cross, 2nd cross, 3rd cross, Post office road, Harsha rani nursing home, durga bakery, sree hotel, C M road, sudarshan hotel, syndicate bank, Bharathi vidya samsthe, vasavi vidya samsthe,bazar road,

1020 1224 Processing/ DWCC

Mini tipper 7

2 7,11,12

Post Office, C M road, Anjaneya block anjaneya temple, bazar road, eshwara nagara, aambedkar nagara, Government high school, KEB office.


Mini tipper 1

2 18,19,20

CMC, BEO office, maduvanahalli road, SBI bank, Kaka masjid, siraj sawmill, kadria sawmill, KSRTC bus depot, Hunsur road, Tippu badavane.




Mini tipper 6

1 13,15

7th road, 7th A road, Gowri Shankar theatre, shishu vihara, vasavi mahal, Vajapeyi road, Basaveshwara block, vidyanaikethana vidya samsthe.




4.7 PROCESSING & DISPOSAL OPTIONS AVAILABLE TO ULBS

4.7.1 Site profile

The solid waste management facility in K.R. Nagar town is proposed to be set up at present

dumping ground located in Moodala Koppa. The land available at this disposal site is about

3.7 acres. The site is now being used as dumping ground with haphazard dumping of wastes.

The site has compound wall and has a single entry with an existing security building. The

detailed survey of topographical survey of the landfill site is given in Annexure 4. The site has

windrow platform, vermin compost tanks in the dumpsite. However neither of the facility is

being used for the purpose.

4.7.2 Concept of IWMF

A state of the art waste management facility is proposed. The K.R. Nagar TMC has adequate

site with no major local concerns at this point of time. Since the site is located outskirt of the

town at about 4kms 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 all the environmental standards.

• 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.

It is proposed to have a social forest, a demonstration centre for crops using the compost and

latest agriculture technologies.

4.7.3 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 to technology options for K.R. Nagar.

Exhibit 4.9: 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 / Palletisation

Mechanical separation

Size reduction

4.7.4 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.

4.7.5 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.

4.7.6 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.

4.7.7 Technology Selection

The moisture content in Indian waste is high due to the high food and other organic content

in waste. In K.R. Nagar TMC if the silt and recyclable wastes are removed from the waste

stream the organic matter is nearly about 48-50%. 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.

Compost, vermin compost and Biomethanation 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. Biomethanation has many

useful by-products like biogas, compost and potential use of the liquid as pest repellent etc.

However considering agrarian nature of the town and the existing facilities in the dumpsite

the adoption of organic recovery solutions like composting and vermi-compost are the

preferred options.



The dumpsite already has infrastructure for vermin composting and windrow composting.

Based on the available composting capacities, it is recommended partial organic waste for

vermin composting and balance for windrow composting. 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.

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.

Based on the above analysis and the existing facility in the dumpsite, it is recommended to

have Vermi and windrow composting based waste management facility.

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

proposed has the potential to meet the overall objectives of waste management elucidated

above. This is cost effective.

4.8 PROPOSED IWMF CONCEPT

4.8.1 Proposed technology

The waste projection for 2021 is about 16 tons per day. Considering additional waste from

marriage halls & tourism, the Integrated waste management facility has been designed for a

capacity of about 20 tons per day in order to handle the seasonal waste. The capacity can be

enhanced over time.

As presented in the previous section the integrated facility will contain Segregation unit,

Compost plant, vermin compost tanks, Plastic & other recycling and Sanitary Landfill. The

systems have been designed to maximize the potential revenue generation. This facility

reduces the quantity of the rejects to be landfilled. The integrated facility will have the

components as listed out in the below exhibit.



Exhibit 4.10: Technological Options for MSW Processing in Different Categories

Particulars Unit Quantity

Design Year (Five years’ period) Year 2022

Projected waste for K.R. Nagar TPD 20

25% of dry waste considered as direct transport to

dry waste collection centre TPD 5

10% of street sweeping waste considered as direct

transport to dry waste collection centre TPD 2

Plant Design Capacity TPD 13

Processing Facility

Windrow Composting TPD 13

Material Recovery Facility

Refuse Derived Fuel Plant TPD 3.42

4.8.2 Process flow and Material Balance

The integrated waste management facility would consist of a waste receipt and segregation

facility, composting, plastic recycling, and landfill. The material flow for the integrated waste

management facility for K.R. Nagar is given in subsequent section.

Exhibit 4.11: Waste Processing Facility Components with Capacity

Components Composition in % Quantity

Bio-degradable 48.32 9.64 TPD

Recyclables - RDF 16.92 3.38 TPD

Recyclables - Plastic, Glass, Metals 17.39 3.47 TPD

Bio-Medical 0.39 0.08 TPD

Inert 16.98 3.39 TPD



K.R. Nagar -Material Balance for Processing Facility

4 mm sieving machine

Compost 2.8 TPD

35 &16 mm Dual sieving machine

RDF (3.42 TPD)

Recyclables (2 TPD) SLF (1.14+1.56

TPD) 1.14 TPD

Semi-automated Sorting

(3 + 1.56 TPD) Dry Waste

Collection Centre (5 TPD) 1.56 TPD

Reused as culture (1.88 TPD) Designated

C&D disposal area (2 TPD)

1.56 TPD

4.68 TPD

7.8 TPD 13 TPD for 35 days Aerobic Compost

(40% moisture loss)

Weighment of MSW at site

(13 TPD) 20 TPD



4.8.3 Layout

The integrated facilities have been planned at waste dump site spread over an area of about

3.7 acres. Detailed layout plan and other drawings 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 is proposed that all the processing activity covering waste receipt, manual segregation,

composting and storage shall be done under single shed.

4.8.4 Components of IWMF and its capacities

The common facilities for the Integrated Waste Management includes roads at site, Entrance

gate, Weighbridge, Security, office building and toilets. The details of the common facilities

proposed are given in below exhibit.

Exhibit 4.12: Details of Common Facilities Proposed at Site

S. No. Component Details

1 Boundary Wall Compound Wall exists at the site.

2 Internal Roads Internal bitumen road exist in the site.

3 Entrance gate One gate is available at the entry of the facility.

4 Weighbridge

It is proposed to have 30-ton weighbridge of electromechanical

type with 9 m x 3 m 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

Weighbridge

cum Security

building, office

building and

toilet block

Proposed for one security shed of 3m*3m. One building exists

in the dumpsite at the entrance, which is currently being used

placing solar street light battery. It is proposed that building

shall be used for battery placement and as office building.

It is proposed for one 2 seater toilet blocks with separate

provision for men and women.



6 Water facilities It is proposed for one overhead tank of 1,000 litres. The water

supply system would be pressured using a 5 HP pump.

7 Power facilities Available. Solar street lighting.

8 Waste water

treatment plant

The leachate generation is expected from the waste processing

shed and from landfill during the monsoon. The leachate

generation from SLF may happen for about 60-90 days based

on the monsoon period. The facility design has been selected

to enable simple operation.

The leachate shall be treated in Planted Gravel Filter and used

for social forestry.

9 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.

10 Rainwater

harvesting

Rainwater harvesting on all buildings and harvesting of water

from all open areas by directing to the water percolation pits

from the site shall be done.

11 Social forestry

A social forestry zone is recommended along with the boundary

line. This would also act as a natural barrier for visibility.

Crop demonstration area is also recommended in the proposed

facility. The compost obtained by the facility should be used to

give a crop demonstration to the farmers who would like to buy

organic compost.

4.8.5 Detailed design

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.



4.8.5.1 Waste Receipt & Processing Facility

The waste arriving at the integrated waste management facility is weighed at the gate and

data recorded. The waste is tipped in the waste receipt yard. At the tipping floor the large

contraries are removed and transferred to shredder. Of the total waste, 80% shall be taken

for windrow composting and balance 20% shall be taken for vermin composting. It is proposed

for single shed for waste receipt, machinery & processing activities including the existing

Windrow shed of about 1000 sq.m. The detailed layout for the Waste processing is given in

annexure 4.

4.8.5.2 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 for 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 shall be adopted by TMC. The waste as received is pre-sorted. The waste is formed

into windrows and aerated. The design is based on a 28-day waste composting cycle with 5-

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 inertising part, which is the basic

composting process consisting of the wastes windrowing process including aeration so that

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 storage part. As discussed previously the processing facility is designed to handle

20 tons per day with 5-day additional provision in concrete yard for additional waste load and

for management during emergency.

D) The Process Flow

The proposed type of waste processing facility is Windrow Composting system. Turning of

windrows is done using 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) Windrow Composting Facility

Step 1: The segregated waste is unloaded at the waste receipt area.

Step 2: The segregated waste is sent to shredder.

Step 3: The shredded 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

container.

Step 4: The windrow is maintained for 10 days. The temperature is monitored to ensure that

the composting process is ongoing. 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 5: At 10th day 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. Of the total waste, 88% is taken for next 28 days

of windrow. The remaining 12% is taken for Vermin compost. The temperature profile in the

second windrow is monitored. The leachate from the windrow may come out and is collected

in the drain.

Step 6: At 17thdays 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 7: At 24thday 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 8: At 31st day 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.



Step 9: At 38th day the waste is now composted and it is transferred to the processing line

initial hopper.

F) compost recovering facility

Step 10: The aerobic composting waste is fed into the hopper of the existing composting

recovering machinery i.e., 5mm rotary sieve using front-end loader. 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.

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 upgradation, as

this would depend on marketing plans. Bagging is proposed manually.

Step 10: Materials recovery from the rejects is undertaken and the recyclables are stored in

the recyclables shed.

The balance reject is 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 13 : Area Requirement of Aerobic Composting Process and Machinery

Windrow Compost Processing Plant

Design Basis

Design Year 2022

Design Tonnage TPD 13

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 10.00

Uni

t

W/R

NO.1

W/R

NO.2

W/R

NO.3

W/R

NO.4

W/R

NO.5

Qty. of waste ( t ) ton

s 16.5 13.03 11.00 9.90 8.91

Volume ( in cum ) m3 28.00 22.00 19.00 17.00 15.00

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 3.00 3.00 3.00 2.00

Total length required m 30.00 21.00 121.00 21.00 14.00

Individual Windrow

area m2 150.00 84.00 84.00 84.00 56.00

Windrow area Proposed

Total Windrow area m2 458.00

Proposed windrow area including movement area at twice the total windrow area

m2 916.00

Machinary & Storage

Area required for Processing Machinery

Preparatory Machinery (35 mm) m2 200.00

Finsihing Machinery (4 mm) m2 125.00

Area for Shredder m2 20.00

Area required for Segregator & bailing 29.00

Volume required for Waste Receipt m3 33.26

Area Required for Waste Receipt m2 83.15

Storage

Volume Occupied by RDF storage m3 70.41



Area required for RDF storage m2 35.20

Volume required for recyclable storage 17.60

Area required for Recyclables storage m2 8.80

Total area Required for waste receipt, machinary, segrgation & windrow

m3 457.15

Total area Required for waste receipt, machinary, segrgation & windrow including movement area at twice the total area

m2 914.30

Volume required for compost storage m3 4.41

Area required for compost storage m2 66.19

Existing Area m2 1085.00

There is an existing Windrow shed of about 1080 sq. available in the disposal site. In addition

it s proposed to construct additional concrete platform of 1000 sq. m next to proposed rain

water harvesting tank. The proposed shed shall be used for waste receipt, shredding &

windrow. The existing shed shall be used for Fininshing Machinaries & storage of RDF/

recyclables.

There is another room available close to security shed which is being used for compost

storage. It is proposed that the shed shall be continued to be used for compost storage.The

Layout of the Processing facility is given annexure 4.

4.8.5.3 Vermi composting

The mostly organic waste arriving at the facility is windrowed for period of 10 days and 12 %

of the waste directed to the vermin composting decomposing yard. The waste which is

windrowed for a period of 10 days has undergone partial decomposition. The

vermicomposting process starts with partially decomposed waste. Existing vermin tanks can

be utilised for vermicomposting. However, the existing tanks are required to be modified.

The earthworms eat the partially decomposed waste and produce casting. The casting of the

worms is the vermi-compost. The degradation process in vermi composting takes places

inside the worm body by microorganisms. The selection of worms to obtain the best yield

per worm is available. The crux in this process is to get the worms to survive. The conditions



for survival of the worms have to be maintained in terms of the food availability, food quality,

moisture content and safety from predators. Another important aspect is that the vermi

castings have to be routinely removed. The whole vermi composting operation has to be done

manually and require more care and effort.

In terms of the infrastructure requirement the partially decomposed waste taken off from 10

day aerobic composting shall be taken to the existing vermin compost tanks and the waste

pits available next to the concrete pad.

Exhibit 4.14: Area Requirement of Vermi- Composting Process

Vermi Compost Processing Plant

Assumption

Design Year 2022

Design Tonnage TPD 1.8

Density of waste T/m3 0.60

Daily Volume (Max. material) m3/day 2.96

Width of the ExistingVermi tank 1.00

Height of the Existing Vermi tank 1.00

Length of the Existing Vermi tank 6.40

No. of the Existing Vermi Tanks 15.00

Total Volume of exisiting tank 96.00

Proposed Width of the Vermi tank m 1.00

proposed height of the Vermi tank m 1.00

proposed Length of the Vermi tank m 3.00

proposed No. of Vermi Tanks Nos. 30

Proposed Volume of each Vermi tank to accommodate each day waste

m3 3.0

Total volume of the Vermi Tanks 90

No of days required for vermi composting days 30

Total volume of waste to be accomodated m3 89

Additional space required m3 -1

No additional area is proposed for Vermi composting. Existing Vermi compost tanks shall be

used for the Vermi composting. However, the tanks has to be remodified to suit to the vermin

composting process. Total there are 15vermi compost tanks available in the existing facility.

Length of each tank is 6.4 m. Each tank shall be divided into 2 pits along the length with 3 m

length of each tank. Therefore dimension of each tank is 3.0m × 1.0m× 1.0m. The modified

tanks will accommodate about 80 m3 of waste for vermin composting.



Leachate Collection Tank

Leachate collection tanks shall be provided close to waste processing shed. It is proposed for

construction of leachate collection tank next to the processing shed for collection of leachate

from the processing area. The leachate collected shall be reused for spraying on the windrows

and the remaining shall be treated in Planted Gravel Filter and used for plantations in the

facility.

Exhibit 4.15: Leachate Generation from Waste Processing & Compost Area

Location Quantity Days of operation

Leachate Generation

Qantity of the Leachate

Qunatity of Waste Receipt, TPD 17.0 1 5% 848.12

Quantity of waste in Maturation Shed (10 days), TPD

16.45 1 5% 822.67

Quantity of waste in Windrow compost (30 days), TPD

13.03 1 2% 260.62

Total Quantity of Leachate Generation, litres 1931.41

4.8.5.4 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.

Sanitary land fill in the scientific land filling process for inert. The inert are wastes which has

no recovery value but need to be disposed scientifically. 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 final Cover to enhance water drainage and to support vegetation



(4) Environmental Monitoring System which periodically collects and analyse samples

from air, water, soil- gas and groundwater around the landfill site

(5) A closure and post closure plan listing measures to close and secure the landfill site

4.8.5.3.1 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 5-7 years based on the design and usage of the landfill.

(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

Basic Elements

The sealing system has to fulfil the guidelines and technical requirements as defined in the

EIA and in the MSW Rules, 2016.

Mineral Sealing Layer

The mineral sealing layer of 600mm 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 (WPR).

• Alternatively, Geo-synthetic clay liner and may also be used along with 600mm of native

soil as the mineral sealing layer.

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),

• Every welding seam has to be double checked (stability, density with under pressure

method, thickness, visual inspection).

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 tank. 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.

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).

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

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.

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.

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.

Composite Layer

The Composite layer will act as drainage and mineral sealing layer. It consists of gravel with a

grain size of 16/32 mm will be used for discharging the rainwater and mineral sealing layer

with a thickness of 600 mm (after compaction).

The composite layer of the surface has to fulfil the same quality standards as the mineral

sealing layer and drainage layer of the base.

Vegetative Layer

The Vegetative 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.



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 work 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.

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 (20% 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 2016. 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 two years.

However sanitary landfill exists at the dumpsite with liners. The area of the landfill is about

480 sq.m., which can accommodate only about 5-6 months inerts. It is proposed that the

existing landfill shall be used first for landfilling. Hence it is proposed for 5 year period for

Phase 1 landfill.

Exhibit 4.15: Area Requirement for Sanitary Landfill

Sanitary Landfill

Density of Landfill Waste T/ m3 0.8

Design Life

Active Period Yrs 5

Closure and Post Closure Period Yrs 10

Total Height of the Landfill m 4

Height below ground level m 2

Height above ground level m 2

Side Slope to be maintained above ground level 1:4 0.25

Side Slope to be maintained below ground level 1:3 0.33

Landfill Capacity, Height and Area Phase 1

Start Year 2017-18

Till Year 2021-22

Estimated Waste reaching Landfill till 2020 4,110.21

Volume reqd. for estimated waste (m3) 5,137.76

Volume of daily cover 10% 513.78

Total Volume required for components-Liner and Cover system

20% 1027.55

Total Capcity of Landfill cu.m 6,679.09

Total Capacity of Landfill for active period cum 6,679.09

Area of the Landfill for active period Sq.m 3339.55

Area of the Landfill for active period Acre 0.83



It is estimated that area required for phase 1 of landfill is 0.83 acres for 5 years in line with

the existing practices and 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.

Design Life and Site suitability from Geotechnical perspective

As per the MSW Rules, 2016 sanitary landfill shall be designed for 20 years. Since the landfill

will be developed in phased manner and it is also expected that quantity & characteristic of

MSW changes with time initially landfill is constructed for 5 years. TMC shall identify

additional land for future landfill facility.

4.8.5.3.2 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.

Leachate From SLF

Average Annual Precipiataion in K.R. Nagar 913 mm

Area of the Land fill 3339.55 sq. m

Monsoon duration 90 days

Leachate Generate from the SLF 33878 litres

Leachate from the Waste processing, composting and SLF shall be treated together in Planted

Gravel Filter.

4.8.5.3.3 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 the depth of the wastewater

in the filter.



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 36 m3 leachate.

Exhibit 4.16: Sizing of Planted Gravel filter for 36 m3 capacity Leachate

Planted Gravel Filter

Leachate volume 36 m3/d

BOD 5 Concentration 1500 Mg/l

Effluent BOD5 30 mg/l

KBOD for Horizontal Flow 0.15 m/d

Area of the bed Ah=(Qd (ln Ci - ln Ce))/(KBOD)HF 938.89 m2

Bed Cross section Area = Ac = Qs / Kf (dH/ds)

kf (2*10-3) 0.002 m/s

dH/ds 0.01



Ac 20.83333 m2

Considering depth of wetland as 0.4 m, width of the wetland would be

52.08333 m

Length of wetland 18.0266 m

It is proposed for PGF of two units, each of 18m*15m. The treated leachate shall be used for

watering plantations in the facility.

4.9 DISPOSAL OF INDUSTRIAL WASTE

Any specific industrial waste requiring special treatment shall not be taken into the municipal

waste facility and shall be linked to the industrial waste treatment and disposal facility.

Industrial units shall have their own separate system of managing the waste. Hazardous waste

from the industrial units should be handles as per Hazardous Waste Management Rules. No

industrial waste shall be mixed with the municipal solid waste. The same needs to be ensured

by TMC.

4.10 DISPOSAL OF SLAUGHTER HOUSE

It is proposed to dispose of the meat waste in Deep Burial pits. Deep Burial Pits shall be

constructed near the slaughter house. Meat waste shall be collected and shall be directly

taken to deep burial pits in the processing site. 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. Each pit shall be of the dimension 1m*5m*1.5m.

4.11 DISPOSAL OF BIOMEDICAL WASTE

There is an existing system of disposal of biomedical wastes using the landfill approach. This

is privately managed and should continue. No new facility is proposed. The existing facility

shall be made operational.

4.12 MANPOWER REQUIREMENT FOR PROCESSING FACILITY

It is proposed for deployment of 10 Pks., for waste processing in the processing site which is

already mentioned in the summary of manpower requirement. The Pks shall be involved in

segregation of waste. One tractor trailer and one loader shall be deployed to processing site.



Loader for formation of windrows and for waste spreading in the SLF. Tractor trailer for

transport of organic fraction to the vermin compost & transport of recyclables to the recycling

market. The manpower requirement for the processing site is given the exhibit below.

S.N Role Skill set Nos.

1 Plant Supervisor Efficiency in managing the plant, people and resources 1

2 Weighbridge operator/ security

Weighbridge operator / data entry operator 1

3 Drivers Drivers for Loaders & tractor, 2

4 PKs

Conveyor belt Labours for segregation of waste from the Rejects

4 Vermi composting plant

Segregation, management of vermis, bagging etc

Bagging unit Bagging of compost and recyclables

4.13 SMART MONITORING AND CONTROL OF MSW OPERATIONS

4.13.1 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 K.R. Nagar TMC. 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 kilometres operated by the private transportation vehicles.

v. Helpful in route optimization – shortest path from the collection point to the

treatment & disposal facility.



4.14 POWERING PROCESSING FACILITY FROM ROOFTOP SOLAR INSTALLATION

It is proposed for installation of rooftop solar system for powering the solid waste

processing facility. For operation of processing machineries about 200 units is required

per day. It is proposed for 40 KW capacity of rooftop solar system for powering the

processing facility for lighting, and operation of processing machineries viz., presorting

machine, vibrator, bailing, etc. The processing machineries and lighting would require

about 200 units per day. The processing shed area of 1000 sq.m is adequate for 40 KW

capacity solar power.

4.15 REHABILITATION & RESETTLEMENT FOR THE EXISTING FACILITIES IN THE

PROCESSING SITE

For the collection and transportation of MSW from various wards, the rehabilitation and

resettlement of existing physical structures would not be required. Rehabilitation of the

existing compost facility is envisaged for treatment of biodegradable waste. The rehabilitation

works would be required for electrical works, civil works. For landfill, rehabilitation and

resettlement would not be required as the land identified is unoccupied and has no physical

infrastructure or any settlemens that would require rehabilitation.



Rehabilitation & Resettlement Works Required at Processing/ Dump Site

The rehabilitation works required in processing site have been assessed based on the current status of the project facilities, as discussed in the previous section, based on which the costs towards the same have also been estimated. The rehabilitation works required for processing site is set out in the table below.

Sl. No.

Component Modifications

1 Concrete Platform with roof

The existing platform shall be rehabilitated with PCC (Pre-cement concrete) and used for machinery & storage.

2 Shed (storage room)

Shall be used for storage of compost

3 Vermi Compost Tanks

Each tank shall be divided into two tanks each of 3 m length.

5 SLF Landfill of 480 m2 already exists at the site with liners. It can accommodate about 5-6 months inerts. It is proposed that the same shall first be used for landfilling the inerts.

6 Building(near the entrance)

At present being used for storage of batteries. It is proposed the same shall be used as office building.

7 Roads Concreting the existing Mud roads

8 Drains Needs Cleaning

9 Dump Site Needs Cleaning. The waste dumped in the site shall be sorted using segregating machinery for compost recovery.

10 Greenery Can be improved with tree plantation and crop demonstration in the area left after proposed facilities are constructed.

11 Sump Can be used as slurry mixing tank for composting.

List of Proposed Facilities at Dumpsite

S.No. List of Facilities Size Unit

1 Security Building 3*3 Sq.m

2 Toilet Block 3.53*1.53 Sq.m

3 Proposed Roofing for existing vermi tank 110.0 Sq.m

4 Windrow Platform 1000 Sq. m

5 proposed PGF 18*15 (2 units) Sq.m

6 Rain water harvesting 5.0 m

7 SLF (5 years) 53.5*34 Sq.m

8 Crop demonstartion 230.0 Sq.m

9 Social Forestry 858.7 Sq.m

10 Septic Tank 2.5*1.5*2 Cum.



5 INSTITUTIONAL ASPECTS & CAPACITY BUILDING

5.1. DECENTRALIZATION OF ADMINISTRATION

The solid waste management functions require focused attention. In K.R. Nagar, there is one

Environment Engineer, two Health Inspector and 2 sanitary supervisors. Environment

Engineer is responsible for solid waste management of the town. She is assisted by health

Inspector and Sanitary Supervisors. There are 23 wards in K.R. Nagar, and solid waste

management in all the wards are managed by one Environment Engineer.

5.2. DELEGATION OF POWERS

The K.R. Nagar TMC has delegated the powers for Municipal Solid Waste Management to the

Environment Engineer and she is responsible for carrying out all day-to-day functions

smoothly. He is supported by Sanitary Inspectors and Sanitary Supervisors in delegation of

powers.

5.2.1. Need of manpower

The existing staff is adequate for efficient management of solid waste in the town. The

number of staff required for door to door collection, transportation, sweeping and processing

are provided in this DPR in chapter 4.

5.3. HUMAN RESOURCES DEVELOPMENT

Human resources development is very essential for the internal capacity building, training &

motivation. Incentives for outstanding services for non-performers are essential for proper

human resource development.

The SWM administration team undergo workshops /training conducted by Directorate of

Municipal Administration on health and sanitation. The TMC has been provided with

assistance and handholding by the District Urban Development Cell (DUDC) in technical and

managerial knowledge sharing.



Municipal Systems are subject to many pulls and pressures. There is a need to keep the staff

motivated to perform and give their optimum output to improve the level of services of the

town and the image of the Corporation. Imparting training in practice from the sweeper

onwards at all levels is essential to improve the service through up gradation of knowledge of

new technology and attitude. Such kind of courses designed locally is required to meet the

need of different level of staff.

Solid waste management is a participative activity and involves many stake holders. A sense

of pride in the work would motivate all to perform and give their optimum output to improve

the level of services of the town and the image of the organization.

It is very essential for the solid waste management team to play as a team. It is essential to

practice team building activities of the staff. It is recommended that TMC practices such team

building activities as mentioned below.

a. Taking the staff who are on weekly off to nearest temples and tourist places once in

year.

b. Organising kabaddi/ volleyball tournaments once in a year between the SWM staff

groups

c. Organising team dinner/ team lunch to the SWM staff once in a year.

d. Compulsory weekly off is recommended to be practiced.

e. TMC should support setting up of a PK welfare association

5.4. WORK NORMS

The work norms adopted in K.R. Nagar TMC is as per the Karnataka state policy. It is

recommended to continue the same policies. It is recommended to ensure few of the below

mentioned aspects are strictly practiced.

a. The Paurakarmikas should not be stretched to work more than 8 hours in any

circumstances.



b. The safety equipment like masks, boots, uniforms and gloves should be made

mandatory while working.

5.5. THE ENTIRE ADMINISTRATION OF SWM DEPARTMENTS TO BE UNDER ONE UMBRELLA

The entire Solid Waste Management administration in K.R. Nagar is already under one

umbrella. Environment Engineer is taking overall responsibility of managing the SWM. The

overall control in relation to collection, transportation, processing and disposal of all waste,

including workshop facilities lies with Sanitary Health Inspector.

Some part of the work of drain cleaning is with the Engineering Department. The nature of

the work is such that although it impacts the solid waste management system is more

appropriately handled by the Engineering department.

5.6. INTER DEPARTMENTAL CO-ORDINATION

Solid Waste Management Department requires support of multiple departments within the

TMC, particularly the departments related to Roads, water supply and Sewerage and

Engineering. At present the coordination among this department happens on personal basis.

It is appropriate to standardize these processes.

The procurement procedures for the Solid Waste Management equipment also need to be

expedited and simplified. There is a need to develop a monitoring mechanism within the TMC

using technologies the like Geographic Information System (GIS), Management Information

System (MIS) for the effective Solid Waste Management.

5.7. DRY WASTE COLLECTION CENTRE

K.R. Nagar TMC shall set up and operate dry waste collection centres in association with scrap

dealers and can generate revenue by conducting this operation. Rag pickers shall be

encouraged for collection of recyclables who in turn will be generating revenue by the activity.

K.R. Nagar TMC shall encourage such activity so that they are sustainable. Kiosks shall be set

up in the collection centres for collection of different types of waste. The revenue shall be

used for operation and maintenance of the facility.



5.8. ENCOURAGEMENT TO NGO’S AND WASTE COLLECTOR CO-OPERATIVE

Encouragement of NGO’s and Waste collector cooperatives would help in improving the solid

waste collection systems in the town. There is still scope for improvement in the area in K.R.

Nagar. The TMC may consider the ways and means to involve NGOs. There are no waste

collection cooperatives operating in the town.

Community Based Organisation participation in the door to door collection systems is to be

promoted. It would be good to get more community organization in the solid waste

management systems to spread the concepts of source segregation, storage of waste at

source and civic sense for solid waste management. The K.R. Nagar TMC may also encourage

NGOs or cooperative of rag pickers to enter this field and organize rag pickers in door step

collection of waste and provide them an opportunity to improve their working conditions and

income. The TMC can give incentives to NGOs in their effort of organizing rag pickers in

primary collection of recyclable and/or organic waste and provide financial and logistic

support to extent possible.

5.9. NGO/PRIVATE SECTOR PARTICIPATION

The solid waste collection & transportation is being managed by TMC at present. The same

may be continued as outsourcing any particular component would add additional financial

burden on TMC with not much performance improvement. The waste processing and disposal

management would also probably be handled by TMC provided the processing staffs are

trained extensively to manage the facilities created.

5.10. LEVY OF ADMINISTRATION CHARGES

At present, K.R. Nagar TMC is levying administration charges of Rs. 20-40 per month for house

hold and Rs. 50-60 per month per commercial establishments. There is a significant people

participation required for the success of waste management systems in TMC with special

prohibition on litter and throwing waste in open areas. To enforce this and make citizens

aware of their civic responsibility, the existing system of levying administration charges is

required to be continued.



6 MANAGEMENT INFORMATION SYSTEM

6.1 BUDGETARY PROVISION

The Waste management by TMC at present is mainly collection & transport. The waste

collected is disposed in the disposal site. No processing activity is being carried out. The TMC

spent Rs. 130.08 lakhs for 2015-16 for solid waste management at an average cost of Rs. 3800

per ton of waste collected.

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

Exhibit 6.1: Estimation details of K. R. Nagar TMC

S.N Activities Cost per year in

Lakhs 1 Door to door collection, sweeping & others 165.43 2 Secondary collection & transportation including transfer station

3 Dry waste collection centre 0.00

4 Processing 0.50

5 Disposal / landfilling 0.00

6 Leachate collection & treatment 0.00

7 Bio-mining / capping 0.00

8 Others 4.00

Total 169.43

For the solid waste management in the city, the activity expenses has been budgeted under

section 15 – Sanitation & Solid Waste Management – Solid Waste Management. The revenue

details are exhibited below

Exhibit 6.2: TMC Revenue Details

S.N Particulars Amount/annum (in Lakhs)

1 % of Property tax, reserved towards SWM and cleaning activities

40%

2 SWM Cess 11.00

3 Sale of compost, recyclables, RDF etc. 0.01

4 Components of Town planning Fee, advertisement tax, birth / death certificate fee etc. towards SWM and cleaning activities, stocking material fees

2.88

5 Fines and fees available for SWM and cleaning activities

7.16

6 Others Nil

Total 21.05



6.2 REQUIREMENT OF FUNDS FOR IMPROVING SWM PRACTICES IN THE TOWN

An estimate of requirement of funds for improving the town are provided as below. The

funding source is also provided in this table.

Exhibit 6.3 : Summary of funds required for improving the SWM system in the town



Estimated Amount

Contingency - 3%

Grand Total

(Rs.) (Rs.) (Rs.)

1 Collection & Transport 43,86,457.00 1,31,593.71 45,18,050.71 2 Processing Facility 71,85,000.00 2,15,550.00 74,00,550.00


75,67,216.42 2,27,016.49 77,94,232.91


5 Common Facilities 53,61,754.00 1,60,852.62 55,22,606.62

6 Civil Works 57,37,735.25 1,72,132.06 59,09,867.31

7 Social Forestry 52,500.00 1,575.00 54,075.00


6.3 Operational Expenditures for the SWM activity

An estimate of the proposed Operations and management is provided below for smooth

operations of the solid waste management system.

Exhibit 6.4 : Operations and management cost

S.N

Particular No. Unit cost Unit Monthly expenses

Yearly expenses

1 Man power cost



7 15,188.2

5 Nos. 1,06,317.75 12,75,813.00


1 15,188.2

5 Nos. 15,188.25 1,82,259.00


3 17,532.0

0 Nos. 52,596.00 6,31,152.00




1 15,188.2

5 Nos. 15,188.25 1,82,259.00


1 15,188.2

5 Nos. 15,188.25 1,82,259.00


6 17,532.0

0 Nos. 1,05,192.00 12,62,304.00


7 17,532.0

0 Nos. 1,22,724.00 14,72,688.00


7 17,532.0

0 Nos. 1,22,724.00 14,72,688.00


0 Nos. 35,064.00 4,20,768.00



5 Nos. 18,158.25 2,17,899.00


4 17,532.0

0 Nos. 70,128.00 8,41,536.00


1 15,188.2

5 Nos. 15,188.25 1,82,259.00


2 15,875.7

5 Nos. 31,751.50 3,81,018.00


1 14,005.7

5 Nos. 14,005.75 1,68,069.00

C PERMANENT WORKERS


1 28,000.0

0 Nos 28,000.00 3,36,000.00


0 Nos 52,000.00 6,24,000.00


1 45,000.0

0 Nos 45,000.00 5,40,000.00


0 Nos 4,40,000.00 52,80,000.00


litre


7 5.00 Lit/day 63,000.00 7,56,000.00


1 12.00 Lit/day(15 Days)

10,800.00 1,29,600.00


4 8.00 Lit/day 57,600.00 6,91,200.00


3 Power 30 7.00 Units 6,300.00 75,600.00




30 20.00 Rs/TPD 18,000.00 2,16,000.00


51 2,000.00 Set/year 8,500.00 1,02,000.00


2.80

200.00 Rs/TPD 16,800.00 2,01,600.00

7 Transportation 4.80

250.00 Rs/TPD 36,000.00 4,32,000.00

8 Office cost LS 2,000.00 24,000.00


13 3,500.00 Nos 45,500.00 5,46,000.00

11 Misc LS 2,000.00 24,000.00

Total 16,15,914.25

193,90,971.00




7 HEALTH ASPECTS

7.1 Special Attention to Slums and Traditional Dirty Areas

There are about 11 slums in K.R. Nagartown which include about 2500 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 Mini Tippers as it is not possible to collect waste using vehicles

from these areas. The details of the required number of minitipers 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.

7.2 Implementation of Low Cost Sanitation Program to Prevent Open Defecation

Open defecation is still observed to some extent. There is a need to promote low costs

sanitation and public toilets to ensure that this practise is stopped. The maintenance of these

public toilets is required to be 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.

Basic facilities like mobile toilets and urinals to prevent open defecation at the construction

sites should be provided. The TMCshall 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.



7.3 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. TMC

should make it mandatory to cover the dust during the construction and demolition of

buildings and other infrastructures.

7.4 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 the 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 castles 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.

7.5 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 TMC 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

TMC 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 equipment

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.

7.6 Prevent Indiscriminate 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.



8 LEGAL ASPECTS

The legal framework for solid waste management stems from the Municipality Act, the state

policy on solid waste management and the MSW rules 2016 and associates rules. It is

advisable to incorporate in the responsibilities of the various stakeholders to enable

enforcement of proper solid waste management system in K.R. Nagar.

8.1 PROPOSED PROVISIONS

The following legal provisions may be incorporated by the TMC in the 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 TMC.

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



The community bins should 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 & supposed to be served by 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 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 of on the streets or in municipal bins or open spaces along with the

organic/food/bio-degradable waste.

g. Duty of TMC to provide and maintain collection, transport & cleaning Depots

TMC would provide the necessary collection, transport and cleaning services. Make adequate

provision for closed containers in various parts of the Town at intermediate transfer station

and separate provision for domestic hazardous/toxic waste material adhering to the

provisions of hazardous waste rules of Government of India. The local body shall also 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.

h. 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 K.R. Nagar municipal council.

i. 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.

j. 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 TMC, 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.



9 PUBLIC AWARENESS

9.1INTRODUCTION

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.

9.2 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 K.R.

Nagar Town that the plastics are up to about 17% 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 TMC 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 TMC should also strictly implement the

plastic usage rules of Pollution control board (PCB).

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.

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.

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.

9.3 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.

1. Reduce, Reuse & Recycling (R R R) of waste.

2. Not to throw waste/litter on streets, drains, open spaces, water bodies, etc.



3. Storage of organic/bio-degradable and recyclable waste separately at source.

4. Primary collection of waste

5. Community storage/collection of waste in flats, slums, societies, commercial complexes,

etc. and other waste source generators.

6. 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.

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.

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.

9.4 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.

Public Education

The communication material developed should be utilised in public awareness programmes

through variety of approaches as under.

Group Education

This may be done through:

a. Group Meetings in the community

b. Workshops

c. Exhibitions

d. Lecture series

e. Panel Discussions, etc.

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.

(i) Use of Cinema Halls:

Slides in cinema theatres can be displayed to inform and motivate the public.



(ii) 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.

(iii) 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.

(iv) 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.

(v) 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.

(vi) 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.



10 CONCLUDING REMARK

10.1. SUMMARY OF FINANCIAL REQUIREMENT

The summary of financial requirement at present is given in table below. The incremental

cost for upgrading the existing infrastructure to ensure Integrated Waste Management is

estimated as about₹ 3.5 crore.

It is recommended that the K.R. Nagar TMC is not performing its solid waste management

duties at highest efficiency. It is recommended to set up and operate an efficient solid waste

management system in the town. The table below gives details of the financial requirement

as capital expenditure for improving efficiency of waste management.

Exhibit 10.1: Summary of financial requirement for IWMF



Estimated Amount

Contingency - 3%

Grand Total




75,67,216.42 2,27,016.49 77,94,232.91



7 Social Forestry 52,500.00 1,575.00 54,075.00


Exhibit 10.2: Summary of Operation & Maintenance Costs

S.N

Particular No. Unit cost

Unit Monthly expenses

Yearly expenses

1 Man power cost



7 15,188.2

5 Nos. 1,06,317.75 12,75,813.00


1 15,188.2

5 Nos. 15,188.25 1,82,259.00




3 17,532.0

0 Nos. 52,596.00 6,31,152.00


1 15,188.2

5 Nos. 15,188.25 1,82,259.00


1 15,188.2

5 Nos. 15,188.25 1,82,259.00


6 17,532.0

0 Nos. 1,05,192.00 12,62,304.00


7 17,532.0

0 Nos. 1,22,724.00 14,72,688.00


7 17,532.0

0 Nos. 1,22,724.00 14,72,688.00


0 Nos. 35,064.00 4,20,768.00



5 Nos. 18,158.25 2,17,899.00


4 17,532.0

0 Nos. 70,128.00 8,41,536.00


1 15,188.2

5 Nos. 15,188.25 1,82,259.00


2 15,875.7

5 Nos. 31,751.50 3,81,018.00


1 14,005.7

5 Nos. 14,005.75 1,68,069.00

C PERMANENT WORKERS


1 28,000.0

0 Nos 28,000.00 3,36,000.00


0 Nos 52,000.00 6,24,000.00


1 45,000.0

0 Nos 45,000.00 5,40,000.00


0 Nos 4,40,000.00 52,80,000.00


litre


7 5.00 Lit/day 63,000.00 7,56,000.00


1 12.00 Lit/day

(15 Days)

10,800.00 1,29,600.00


4 8.00 Lit/day 57,600.00 6,91,200.00




3 Power 30 7.00 Units 6,300.00 75,600.00


30 20.00 Rs/TPD 18,000.00 2,16,000.00


51 2,000.00 Set/ye

ar 8,500.00 1,02,000.00


2.80

200.00 Rs/TPD 16,800.00 2,01,600.00

7 Transportation 4.80

250.00 Rs/TPD 36,000.00 4,32,000.00

8 Office cost LS 2,000.00 24,000.00


13 3,500.00 Nos 45,500.00 5,46,000.00

11 Misc LS 2,000.00 24,000.00

Total 16,15,914.25 193,90,971.00


10.2 Estimated cost per ton of the waste

S.No Particulars Total Estimated Amount TPD Amount per

Ton

1 Capital cost 343,14,435.83 20 17,15,721.79

2 Operation and Maintenance cost 193,90,971.00 20 2,656.30

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

10.3.1 Revenue Generation by Compost, RDF and recyclables for the year 2017-18

S.N

Particulars Basis units No of units/ Month

Rate Amount/

month Annual

A Sales (20 tons)

1 compost 14% of input TPD 2.80 2500 2,10,000 2520000

2 Recyclables 10% of Inorganics

TPD 2.00 300 18,000 216000

3 RDF 20% of input TPD 4.00 100 12,000 144000

Total 2,40,000 28,80,000

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

S.No Waste generators No of

generators Collection

Percentage Rate

Amount/annum



1 Slum 380 70% 15 47880

2 Non-Slums 8823 80% 30 2541024

3 Shops less than 10 sqm 85 85% 100 86700 4 Shops more than 10 sqm 550 85% 80 448800

5 Hotels 23 85% 100 23460

6 Institution 25 85% 100 25500

7 Meat/chicken shops 28 85% 150 42840 8 Marriage hall 15 100% 500 90000

9 Market 1 100% 1000 12000

10 Cinema theater 3 100% 200 7200

11 Street Vendors 178 75% 30 48060 12 Hospitals 5 100% 100 6000

Total

3379464

10.3.3 Proposed SWM user fees for next 5 years

S.No Waste generators 2017-18 2018-19 2019-20 2020-21 2021-22

1 Slum 15 20 25 30 35

2 Non-Slums 35 40 50 55 65

3 Shops less than 10 sqm 50 50 70 70 90 4 Shops more than 10 sqm 60 60 90 90 120

5 Hotels 100 100 140 140 170

6 Institution 100 100 140 140 170

7 Meat/chicken shops 100 100 140 140 170 8 Marriage hall 500 700 900 1100 1300

9 Market 1000 1000 1400 1400 1700

10 Cinema theatre 200 200 300 400 500

11 Street Vendors 50 50 70 70 90 12 Hospitals 100 100 140 140 180

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

proposed to collect 30% of the operations cost from SWM services for the first year and in

next 5 year about 50% of operations cost shall be covered by revenue from SWM services.

Year 2017-18 2018-19 2019-20 2020-21 2021-22

S.No Description Amount in Rs.per annum

A O&M Expenses 193.91 203.61 213.79 224.47 235.70


28.80 29.66 30.55 31.47 32.41

C Revenue by way of SWM user charges

33.79 43.75 55.29 68 84

D Salaries from untied SFC grants

45.76 48.05 50.45 52.97 55.62




59.04 61.99 65.09 68.35 71.76

F Total revenue proposed

167.39 183.45 201.39 220.32 244.15

G Deficit 26.52 -20.15 12.40 4.16 -8.45


32.28% 36% 40.16% 44.10% 49.5%

Sources of funding for capex

Sl.No Particulars Details

1 GoI share @ 35% of project Cost 120.10

2 GoK share @ 23.30% of GOI share 80.06

3 ULB’s contribution 142.99

Total Capital Cost 343.145



ANNEXURES



ANNEXURE 1



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

Total waste in Tonnes

1 Household 8643 1.00 8643.00 8.643

2 Large Hotels 4 2.18 8.72 0.009

3 Small Hotels 19 2.54 48.26 0.048

4 Market 1 9.14 9.14 0.009

5 Meat/Chicken/ Fish shops

28 9.50 266.00 0.266

6 Institutions 25 3.20 80.00 0.080

7 Petty Shops 85 1.20 102.00 0.102

8 Commercial Establishments

550 1.60 880.00 0.880

9 Street Sweeping

Type A 16.5 31.00 511.50 0.512

Type B 26 15.00 390.00 0.390

Type C 36 8.00 288.00 0.288

Type D 25 5.00 125.00 0.125



Total 12257.83 12.26

A.1.1.2 Waste Generation from Household Samples

Daily Survey Report Survey

Location Residential (Household)

S.No.

Ward No.

Street Name Name of the respondent

Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 13 7th road Subramanya 0.20 0.75 0.74

2 13 6th cross gopal 2.42 0.32 0.64

3 13 bazar road Krishna murthy

2.21 0.62 1.15

4 13 7th road krishna shetty

0.76 0.63 0.55

5 13 7th road ganesh 1.84 0.55 0.45

6 8 meenakshipuram block

kumar swamy

0.31 0.56 0.55




somanna 0.35 0.58 0.22


kumar 2.05 1.75 0.85


Radhamani 0.34 0.31 0.40


geetha 0.64 0.48 0.50


Shyamsundar

1.69 0.16 0.88

12 15 siddalingeshwara road

suvarna 1.71 2.46 0.75


vrshabesha 2.45 0.50 0.85


praskash 0.85 1.16 0.27

15 15 Vajapeyi road gayithry 1.31 0.91 0.60

16 15 Vajapeyi road nandini 2.15 0.87 0.56

17 15 Vajapeyi road Shivvana 2.22 0.48 0.50

18 15 Vajapeyi road Raja rao 0.92 0.78 1.91

19 12 ambedkar nagar nagaraju 2.32 1.93 0.32

20 12 ambedkar nagar mahesh 1.74 0.86 0.43

21 12 ambedkar nagar sheshadri 2.63 0.91 3.35

22 11 panduranga temple road

mallamma 1.31 1.28 0.81

23 11 anjanaya block chandrashekar

2.11 1.56 0.26

24 11 anjanaya block puttamma 1.11 0.95 0.55

25 7 anjanaya block maithry 0.96 0.79 0.47

26 10 rama mandir road shanthamma

3.55 1.36 0.36

27 5 2nd cross arkanatha road

Govindaraju 0.54 0.50 1.43


raju 0.89 0.67 0.43


Shashi 0.50 0.31 0.53


rathna 0.90 0.73 0.59

Total 42.93 25.64 21.83



A.1.1.3 Waste Generation from Slum Samples


Location Residential (Undeclared Slum)

S.No.

Ward No.


Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 5 Pk colony racha 0.93 0.54 0.18

2 5 Pk colony Magali 1.78 0.98 0.69

3 5 Pk colony naryamani 1.66 1.10 1.15

4 5 Pk colony rachamma 0.50 0.39 0.91

5 5 Pk colony Mahadev 0.73 0.44 3.16

6 4 bovi colony Munijamma 0.17 0.28 0.19

7 4 bovi colony Manjunath 0.33 1.01 0.62

8 4 bovi colony ulagamma 0.10 0.34 1.21

9 4 bovi colony Manjula 0.55 1.11 0.62

10 3 behind balaji rice

mill Shankar 0.22 0.76 0.41

11 3 behind balaji rice mill

manju 0.22 0.96 0.85


parashurama 0.15 0.41 1.28


somanath 0.32 0.88 0.40

Total 7.63 9.17 11.64


Location Residential (Declared Slum)

S.No.

Ward No.


Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 5 raj street road shivaraju 1.65 0.80 0.84

2 5 kalamma 0.80 0.97 0.83

3 manjunath 0.45 1.88 1.79

4 mari swamy 0.50 0.60 0.37

5 pavan 1.58 0.37 1.45

6 kempaiah 1.75 1.47 1.53

7 doddaian 0.60 0.23 0.28

8 grish 0.80 0.90 0.16

9 maniyama 2.03 0.90 1.08

10 revana 0.80 0.05 0.90

11 gangappa 2.05 0.95 1.17

12 lakshmi 1.10 0.70 1.41

13 annjud 0.67 0.85 0.50

14 suma 1.25 0.95 0.49



15 sarasana 0.75 0.90 0.32

Total 16.77 12.50 13.09

A.1.1.4 Waste Generation from Commercial Establishments Samples


Location Commercial Establishments (Shops/Malls/Complexes)

S.No.

Name of the Establishment

Street Name

Name of the

respondent

Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 Prabha medical basaveshwara block

nagendra 0.20 0.35 0.43

2 ganesha provision stroe

vv road vinay kumar

0.73 1.23 1.44

3 VB bakery vv road rudresh 3.26 3.30 3.07

4 BNN store vv road suresh babu

0.70 0.95 0.61

5 sai rama hot chip vv road govindan 5.46 5.65 5.70

6 vasavi hardware vv road ganesh raj 0.31 0.40 0.48

7 vimal bangal store

vv road vimalamma 0.80 0.60 0.55

8 Ice breg vv road asgarr 1.30 1.39 0.96

9 Karnataka store vv road manhu 1.81 1.81 1.79

10 HKGN vv road imran 3.55 3.21 3.79

11 manjunath bakery

vv road lokesh 1.98 1.42 1.58

12 Chandra book store

bazar road ravi shakar 0.20 0.35 0.30

13 subha bazar road harish 0.23 0.30 0.38

14

Total 20.50 20.96 21.06

A.1.1.5 Waste Generation from Petty Shops Samples


Location Commercial Establishments (Petty

Shops)

S.No.

Name of the Establishment


Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 friends tea stall

vv road ashif ahamad khan

0.34 0.87 0.65

2 MRSS tea stall vv road manju 6.67 3.40 3.25

3 lakshamana tea stall

vv road lashamma 1.65 1.70 0.80

4 Raju tea stall vv road raju 1.25 0.35 0.50



5 kesava stall near post road kesava murthy

1.50 0.24 1.30

6 srinivas stall arkanatha road

srinivas 1.10 2.59 2.55

7 puttu stall arkanatha road

malle karjuna 0.65 0.73 0.74

8 adduri stall arkanatha road

avinas 1.35 0.94 0.80

9 vijay stall hassan mysore road

vijay kumar 0.70 0.65 0.21

10 mohan rao stall

hassan mysore road

mohan 0.70 1.00 0.90

11 govinda raj stall

hassan mysore road

govinda 0.80 0.85 0.65

12 shivanna stall hassan mysore road

shivvana 0.60 0.80 0.87

13 anadan stall hassan mysore road

anada 1.00 0.80 0.47

Total 18.31 14.92 13.67

A.1.1.6 Waste Generation from Hotel Samples


Location Hotel Large

S.No.

Name of the Hotel Street Name

Name of the

respondent

Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 Dolpin hotel new bazar road

jaganath 1.50 2.02 3.03

Total 1.50 2.02 3.03


Location Hotel Small

S.No.

Name of the Hotel Street Name

Name of the

respondent

Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 Hindu militry hotel vv road venkatash 3.93 2.75 3.85

2 dhanalakashmi militry hotel

lakshmi 0.61 0.51 0.81

3 manne uta krishna 1.50 0.30 0.49

4 keralapura hindu militry hotel

parameshwara

3.37 2.70 3.75

5 sudharshan hotel CM road shettaram 3.50 3.37 4.50

6 Khwaja hotel vv road 6.55 1.50 1.83

Total 19.44 11.12 15.23

A.1.1.7 Waste Generation from Institutions (School/College/Govt. Organization)



Daily Survey Report Institutions (School/College/Govt. Organization)

S.No.

Name of the

Institution

Street Name

Name of the

respondent

Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 barashi vidy Samaste

rama mindhra road

chandra k 2.55 2.77 3.90

2 vasavi sishanna samste

bazar road veena 2.58 1.98 2.15

3 GGMS vv road ramakrishna

2.62 2.67 2.54

4 GVPBS vv road najmunnisa 3.58 3.36 3.95

5 GGTC college road

basavaraj 4.45 4.40 4.51

Total 6.20 6.03 6.49

A.1.1.8 Waste Generation from Meat Shops Samples


Location Meat/Chicken/Fish Stall/Slaughter House

S.No.

Name of the Stall

Street

Name

Name of the respondent

Weight in kg

Day 1: 03/12/15

Day 2: 04/12/15

Day 3: 05/12/15

1 gowathe chicken stall

gg palace road

kumar 10.69 10.98 11.83

2 bhavan chiken stall

gg palace road

dhargappa 12.32 12.30 12.60

3 fish stall

gg palace road

abdul 2.50 2.83 2.65

4 jayalakshmi stall

gg palace road

kumar 12.36 12.23 10.70

Total 37.87 38.34 37.78

A.1.1.9 Waste Generation from Street sweeping



Daily Survey Report Survey Location Street sweeping

S.No. Name of road Street Name Name of the

sweeper

Weight in kg/100 m

Day 1: Day 2: Day 3:

1 VV road ravi 26.40 28.50 23.80

2 CR road palani 54.26 52.16 52.26

3 S nanjappa road palani 22.92 24.40 17.54

4 bazar road rama 41.18 38.90 19.72

5 bazar road rama 19.10 24.62 32.40

Total 163.86 168.58 145.72

A.1.1.10 Waste Generation from Cinema


Location Commercial Establishments (cinema)

S.No.

Name of the cinema


Weight in kg

Day 1: 06/11/15

Day 2: 07/11/15

Day 3: 08/11/15

1 SCVDS hassan mysore road

ganesh 0.30 0.40 0.88

venkateahwara

darshan

0.90 0.80 0.95

gowri shankar

7th road manjunath

1.10 0.70 1.10

Total 2.30 1.90 2.93

A.1.1.11 Waste Generation from Vegetable market


Location Vegetable market

S.No. Name of

the market

Street Name

Name of the respondent

Weight in kg

Day 1: 06/11/15

Day 2: 07/11/15

Day 3: 08/11/15

1 bazar road

subbaiah 8.03 8.48 10.91

Total 8.03 8.48 10.91



ANNEXURE 2



A.2 WASTE QUANTIFICATION STUDY

A.2.1. Abstract of Waste Quantification Study

Waste Quantificaton Study - KR Nagar, Mysuru district Karnataka Abstract

S.No

Vehicle No

Vehicle Type

Day 1 Day 2 Day 3

No. of trips

Waste Qty in Kg

No. of trips

Waste Qty in Kg

No. of trips

Waste Qty in Kg

1 KA 45 4706

tractor Trailer 2 3310 1 1310 2 2350

2 KA 45 2845

tractor Trailer 2 4150 1 2280 2 2080

3 CTM 9363

tractor Trailer 1 2690 1 3210 2 5150

4 KA 45 8003

tractor Trailer 2 1510 1 1760 1 1400

Total Quantity in kg 11660 8560 10980

Total Quantity in Ton 11.66 8.56 10.98

Date of sampling (Day 1) 03-12-2015

S.No. Vehicle No. Vehicle type Trip Gross wt in kg Tare wt in kg Net wt in kg

1 KA 45 4706 Tractor Trailer 1st 4650 3490 1160

2 KA 45 4706 Tractor Trailer 2nd 5640 3490 2150



5 CTM 9363 Tractor Trailer 1st 5550 2860 2690








3 CTM 9363 Tractor Trailer 1st 6070 2860 3210











4 KA 45 2845 tractor Trailer 2nd 4840 3360 1480

5 CTM 9363 tractor Trailer 1st 4830 2860 1970

6 CTM 9363 tractor Trailer 2nd 6040 2860 3180

7 KA 09 8003 tractor Trailer 1st 4740 3340 1400





ANNEXURE 3



A.3. WASTE CHARACTERIZATION STUDY

A.3.1. Physical Composition of Waste - Dumpsite Waste Characterisation Study: Physical Composition of Waste - KR nagar, Mysuru district,

Karnataka

Abstract

Sampling Sources Dumpsite (Fresh)

Sampling Location

S. No.

Components Weight in kg

Day 1 Day 2 Day 3 Average

1

Wet

Was

te Food Waste 2.00 1.71 3.91 2.54

2 Tree/Fruit/Flower/Leaves Waste

25.05 20.82 19.30 21.72

4

Dry

Was

te

Plastic 13.27 14.26 8.56 12.03

5 Paper/Cardboard 6.74 6.53 6.67 6.64

6 Rubber 0.64 0.53 0.59 0.58

7 Rags/Clothes 1.75 4.51 1.61 2.62

8 Wood 0.00 0.00 0.00 0.00

9 Metals 0.84 0.11 1.09 0.68

10 Glass 0.46 1.45 1.25 1.05

11 Inerts 7.11 16.00 7.34 10.15

12

Spec

ial

Was

te Electronic

waste/batteries/Bulbs 0.05 0.08 0.14 0.09

13 Bio-Medical waste 0.09 0.20 0.12 0.14

Total 58.0 66.2 50.6 58.3


Sampling Sources Dumpsite Samples

(Fresh waste)

Sampling Location Components Sample 1 Sample 2 Sample 3

1

Wet

Was

te

Food Waste 1.22 2.09 2.68

2 Tree/Fruit/Flower Waste 31.50 20.64 23.01

4

Dry

Was

te

Plastic 16.48 4.60 18.72

5 Paper/Cardboard 2.85 7.50 9.86

6 Rubber 0.54 0.65 0.72

7 Rags/Clothes 1.54 1.60 2.10

8 Wood 0.00 0.00 0.00

9 Metals 0.69 0.87 0.97

10 Glass 0.65 0.72 0.00

11 Inerts 3.46 9.23 8.65

12

Spec

ial

Was

te Electronic

waste/batteries/Bulbs 0.15 0.00 0.00

13 Bio-Medical waste 0.00 0.00 0.26

Total in KG 59.06 47.91 66.97





(Fresh waste)


1

Wet

Was

te

Food Waste 1.78 1.52 1.84


4

Dry

Was

te

Plastic 14.58 15.80 12.41


6 Rubber 0.76 0.00 0.83

7 Rags/Clothes 4.48 3.61 5.43

8 Wood 0.00 0.00 0.00

9 Metals 0.00 0.12 0.21

10 Glass 1.05 1.49 1.82

11 Inerts 11.16 17.41 19.43

12

Spec

ial

Was

te Electronic



Total in KG 66.19 63.08 69.33



(Fresh waste)


1

Wet

Was

te

Food Waste 3.81 5.61 2.32


4

Dry

Was

te

Plastic 8.35 10.61 6.73


6 Rubber 0.00 1.08 0.68

7 Rags/Clothes 0.93 1.91 2.01

8 Wood 0.00 0.00 0.00

9 Metals 0.98 1.18 1.12

10 Glass 1.67 1.04 1.02

11 Inerts 2.77 8.56 10.70

12

Spec

ial

Was

te Electronic



Total in KG 43.45 50.31 57.96



A.3.2. Chemical Composition of Waste – Dumpsite



ANNEXURE 4: DPR DRAWINGS



ANNEXURE 5: ESTIMATES



A.5.1 Estimation for Collection and Transportation of MSW

Sl. No

Particulars Unit Total

required Currently avaiable

L W D

Quantity

Required

Rate Amount

(Rs)

Collection & Transport Equipment

1 Supply of HDPE woven sac of 25 liter capacity for storage of dry waste at houses

no 10123 0 Market

rate 10123 17 172091

2 Supply of containers of 10 liter capacity for storage of wet wastes at houses

no 20246 0 Market

rate 20246 160 3239360

3

Supply of Mini 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 4 wheeler auto tipper with a tipping container of capacity 1.8 cum and a payload of 900 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 registration of the vehicle. The fees for the registration shall be reimbursed.

No 7 6 Market

rate 1 520000 520000



4

Supply of transport vehicle with tractor trailer 50 HP catagery, turbo technoclogy with 2100 RPM MKM, durable, feild proven & reliable engine with increase KA technology self adjust fuel supply & given exttra time for fuel burning to match variations in RPM & load, high capacity hydraulics with lifting capacity of 1500 kg used for loading, compacting, transporting and unloading street sweeping msw. The equipment shall be mounted on a reputed Indian chassis and the trailer would be rugged and durable with proven performance.

No 3 3 Market

rate 0 792998 0

5

Supply of Pushing type handcart with tubular frame, with raised handle bar of width same as cart at height of 90 cm from base. The cart shall have 2 wheels with big hubs, sealed bearings and heavy-duty rubber tyres. Two supports on side of handle to stand the cart in position. 2 standard brakes and one additional brake with a lever next to the handle to lock the vehicle in position. Axle live load 100 kgs. Cart of dimensions about 1.1 x 0.6 x 0.15 m (l x b x h) to accommodate 6 bins at one level, made from sturdy tubular / angular frame. The front door on hinges falling backwards with simple pin arrangement for locking. Frame towards the handle raised to a height of 0.6 m with 6 mm thick hooks placed at 30 cm c/c on top bar to hang bags. A closed hook of 16 mm rod for securing the cart. The structure shall be painted with 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. Height at the container top level shall be than 0.8 +/- 0.1 m. Containers: Rectangular in shape. Plastics,

No 16 10 Market

rate 6 13701 82206



industrial quality with necessary ribs and thickness, about 30 liters capacity and adequate strength to handle 30 kgs weight. Total volume of containers 180 liter + / - 5 %. Provide a bell.

6 Supply of Sound box, mic set and 2 nos. of advertising board (3ftx4ft) in each vehicle for collection and transportation and street sweeping vehciles

no 10 0 Market

rate 10 5180 51800

7 Supply of GPS tracking system for seondary collection and transportation and street sweeping vehciles

No 13 6 Market

Rate 7 15000 105000

8 Speed Governers No 12 0 Market

Rate 12 18000 216000

Total 4386457



A.5.2 Estimation for Processing Facility

Sl. No

Particulars Unit Total Required

Available with ULB

To procure

Rate Amount (Rs)

Compost Yard Equipment

1 Provision of a Skid Steer Loader with cooled diesel engine of 47 Bhp @ 2800 Rpm with A rated operating capacity of 612 kg and with hydrostatic transmission with high flow circuit, soild tyres

No 1.00 1.00 Available - 1708875 0

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 1.00 - Market rate 1.00 200000 200000

Machinery at segregation facility

3 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 6700000 6700000



4 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

5 Complete set of machinery at the segregation at 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

Set 1 0 Market rate 1

6 Tools, Baskets, sieving kit etc. Set 1 0 Market rate 1 35000 35000

7 Bagging tools and Equipments Set 1 0 Market rate 1 50000 50000

8 Supply and fixing of turnking box, switched, AC exhaust fan and Ceiling fac

LS 200000

TOTAL 7185000



A.5.3 Estimation for Recycling Facility

Sl. No

Particulars Unit No. Length Breadth Depth Quantity Rate Amount (Rs)

Recycling facility

1 Providing a hydraulically operated baling unit of capacity 0.45 m x 0.45 m x 0.45 m size 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 Market Rate 1 449262.5 449262.5

2 Providing a Conveyor belt of 1.2 meter width and 5 meter length including belts, motor and all associated components for manual segregation

No 1 Market Rate 1 400250 400250

3 Supply of Recycling sacs for storing of recyclables suitable. The sacs shall be made of HDPE . 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.

No 3 Market Rate 3 29500 88500

Sub total 938012.5



A.5.4 Estimation for Common Facilities

Sl. No

Particulars Unit No. Length Width Height Quantity Rate Amount (Rs)

Other Facilities

1 Furnitures and Fixtures, Electrical Applicances, Pulmbing,

L.S ₹ 1,50,000.00

2 Supply of 5 HP, Hydraulic pump No. 3 Market rate 3 ₹ 22,000.00 ₹ 66,000.00

3 Supply of ABC type 9 kg dry fire extinguisher Nos. 5 Market rate 5 ₹ 3,519.00 ₹ 17,595.00

2 Supply, Installation and commissioning of CCTV camera

Nos. 4 ₹ 75,000.00 ₹ 75,000.00

3 Supply, Installation and commissioning of Biometric System

No. 1 ₹ 5,000.00 ₹ 5,000.00

4 Rooftop Solar installation of 40 KW on processing shed

1 ₹ 40,00,000.00 ₹ 40,00,000.00

5

Supply and Installation of 62.5 kva Kirloskar D.G. set, water cooled, 83 BHP @1500 rpm, coupled to 62.5 kva, 50 kw, 415 Volts, 3 Ph, 0.8 PF, kirlosakr alternator with standard accessories like battery with leads, std control panel, exhaust silencer, fuel tank with CPCB II approved acoustic enclosure

No. 1 Market rate 1 ₹ 5,53,459.00 ₹ 5,53,459.00

6

Supply and installation of electronic weigh bridge of pit type,capacity of 30t, and platform of size (9x3m).

No. 1 1 494700 ₹ 4,94,700.00

Total ₹ 53,61,754.00



A.5.5 Estimation for Awareness

Sl. No

Particulars Quantity Rate Amount (Rs)

Awareness creation

1 Providing for an awareness campaign to reach about 8500 household, commercial establishments and institutions on a door to door basis using Phamplets and procedure agreed. Market Rate

10,000.00 20.00 2,00,000.00

2

Providing for a campaign for consisting of awareness days at about 25 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.

25.00 4,500.00 1,12,500.00

3 Carrying out waste days once a week for a period of 3 months. 12 events. 12.00 5,000.00 60,000.00

Total 3,72,500.00



A.5.6 Estimation for Social Forestry

Sl. No

Particulars Unit No. Quantity Rate Amount (Rs)

Social Forestry & Crop Demonstration

Total area under Scoial Forestry and Crop Demonstration sqm 1,250.00

Area proposed under crop demonstration sqm 250.00

Area under social forestry sqm 1,000.00

Plant density under social forestry per 1000 sqm proposed No. 200.00

Total number of plants proposed No. 200.00

1

Planting of selected varieties of tree clumps including the prepartion of the pit, supply of the plants from a recongnized nursery and planting at required spacing and as per directions of the Engineer taken as a lunpsum based on market rates. The selection of the tree species shall be done the Engineer.

No. 1.00 200.00 100.00 20,000.00

2 Providing a Drip Irrigation Systems for the area. Sqm 1.00 200.00 125.00 25,000.00

3 Providing the first cropping demonstration of multiple crops in a area of 10000 sq m using the compost and vermicompost produced on site.

sqm 250.00 30.00 7,500.00

Total 52,500.00



A.5.7 Estimation for Dry Waste Collection Centre

Dry waste collection centre

S. No. Particulars Unit No. L W D Qty Rate Amount (Rs)

1 Supply of Furniture and Fixtures L.S 30,000.00

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

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 1000 litre capacity) specification No:KBS 13.22

No. 1 Market rate 1 ₹ 8,500.00 8,500.00

5

Supply of industrial digital price computing bench scale type TCS electroinic platform weighing scales 100 kg with big LED/LCD display

Nos. 1 Market rate 1 ₹ 3,000.00 3,000.00

Total 90,938.00



ANNEXURE 6: CIVIL ESTIMATES

Synopsis for Civil Estimates for Krishnarajanagara



Integrated Waste Management Site KR nagar

Sl no Description Total Estimated Cost Excluding contingencies (Rs.)

Contingency -3% (Rs.) Grand Total (Rs.)

1 Security building 146994.90 4409.85 151404.75

2 Toilet 116468.9549 3494.07 119963.02

3 Septic tank 52071.46 1562.14 53633.60

4 Processing shed 4391511.01 131745.33 4523256.34

5 Bitumen road 245102.38 7353.07 252455.45

6 Rain water harvesting 213814.72 6414.44 220229.16

7 Deep burial cells 15615.00 468.45 16083.45

8 Weigh bridge and pit 243190.87 7295.73 250486.60

9 Dry waste collection centre 1995373.07 59861.19 2055234.26

10 Sweeping Waste Segregation

Area 26968.46 809.05 27777.51

11 Roofing & Partition for Vermi

Tanks 285997.50 8579.93 294577.43

12 Planted gravel filter 885499.98 26565.00 912064.98

13 Sanitary landfill 6681716.44 200451.49 6882167.94

Total Amount 15300324.74 459009.74 15759334.48

A.6.1 Civil Estimation for Security Building



Sl No Particulars Unit Item No L B D Quantity Required

Rate Amount (Rs)

Security building

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

cum

LW 2 3 1 0.7 4.2 267 1121.4

SW 2 2.54 1 0.7 3.556 267 949.452

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-15/I-4.3)

cum

LW 2 3 0.8 0.1 0.48 5155 2474.4

SW 2 2.54 0.8 0.1 0.4064 5155 2094.992

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 each course including cost of materials, labour, curing complete as per specifications. KBS 5.1.13 (P-23/I-5.9)

cum

LW 2

3 0.6 0.6 2.16 5148 11119.68

3 0.45 0.35 0.945 5148 4864.86

SW 2 2.54 0.6 0.6 1.8288 5148 9414.6624



2.54 0.45 0.35 0.80 5148 4118.91

5

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

cum steps 2 0.135 0.1 0.027 6870 185.49

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 No. KBS 4.1, 4.6

cum

Plinth beam

1 11.08 0.45 0.1 0.4986 6411 3196.5246

Lintel beam

1 11.08 0.23 0.15 0.38226 6411 2450.66886

Roof slab 1 3 3 0.15 1.35 6411 8654.85

7

KSRB 4-6.1 : 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

sqm Roof slab 1 3 3 - 9 225.8 2032.2

8

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,

sqm

Plinth beam

2 11.08 - 0.1 2.216 250 554

Lintels 2 11.08 - 0.15 3.324 250 831



labour complete as per specificaitons. Specification No. KBS 4.6.2 (P-19/I-4.34)

9

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 (P-18/I-4.19)

sqm

Chejja window

3 1.2 0.6 - 2.16 467 1008.72

door 1 1 0.6 0.6 467 280.2

10

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 (P-16/I-4.37)

sqm

Windows 3 1.2 0.6 2.16 262 565.92

door 1 1 0.6 0.6 262 157.2

11

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 (@80.0Kg/cum)

t

Plinth beam

1 0.498 39.84

62029 11056.05

Lintels 1 0.38 30.4

Roof slab 1 1.35 108

12

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

sqm

Alround 1 11.08 2.9 32.132

953 27871.438

Parapet 1 11.08 0.45 4.986



(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.

deductions

Lintel 1 11.08 0.15 1.662

Door 1 2.1 0.9 1.89

Windows 3 1.2 1.2 4.32

29.246

13

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. (P-124/I-15.21)

sqm 1 2.54 2.54 - 6.4516 190.8 1230.97

14

KSRB15-3.5 : 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.

sqm

Inside wall

167 11730.414

LW 2 2.54 3 - 15.24

SW 2 2.54 3 - 15.24

Parapet 4 2.54 0.45 4.572

Outside wall

LW 2 3 3 - 18

SW 2 3 3 - 18

Parapet 4 3 0.45 5.4

deduction

Total(Excluding Parapet Walls) 66.48

Door 1 2.1 0.9 1.89

Windows 3 1.2 1.2 4.32

Total 6.21

60.27



15

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

cum floor 1 2.54 2.54 0.1 0.64516 5479 3534.83

16

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

sqm Floor 1 2.54 2.54 - 6.4516 569 3670.96

17

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 other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.

sqm

Ceiling 1 2.54 2.54

6.4516

65.85 2431.95 Inside

plastering

2 2.54 3 15.24

2 2.54 3 15.24

Total 36.9316

18 KSRB15-16 : Providing and finishing external walls in two coats with waterproof cement paint of approved

sqm LW 2 3 3 18 63.8 2296.8



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. (P-129/I-15.53) - do - with primer coat

SW 2 3 3 18

Total 36

19

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 9.34

sqm

Door 1 2.1 0.9 1.89

3816 23697.36

Windows 3 1.2 1.2 4.32

20

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. (P. 48/8.19)

Rmt 2 3 6 566.5 3399

Total Amount ₹ 1,46,994.90

A.6.2 Civil Estimation for Toilet




Rate Amount (Rs)

Toilet(3.53x1.5m)

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. No. KBS 2.1

cum

LW 2 3.53 1 0.7 4.942 267 1319.514

SW 2 1.04 1 0.7 1.456 267 388.752

Partition 1 1.04 0.8 0.1 0.0832 267 22.2144

2


cum

LW 2 3.53 0.8 0.1 0.5648 5155 2911.544

SW 2 1.04 0.8 0.1 0.1664 5155 857.792

Partition 1 1.04 0.6 0.1 0.0624 5155 321.672

3


cum

LW 2

3.53 0.6 0.6 2.5416 5148 13084.16

3.53 0.45 0.45 1.42965 5148 7359.8382

SW 2 1.04 0.6 0.6 0.7488 5148 3854.8224



1.04 0.45 0.45 0.4212 5148 2168.3376

Partition 1 1.04 0.45 0.45 0.2106 5148 1084.1688

4


cum steps 1 0.99 0.1 0.099 6870 680.13

5


cum

Plinth beam

1 9.14 0.45 0.1 0.4113 6411 2636.8443

1 1.04 0.45 0.1 0.0468 6411 300.0348

Roof slab 1 3.53 1.5 0.15 0.79425 6411 5091.94

6

KSRB 4-6.1: 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

sqm Roof slab 1 3.53 1.5 - 5.295 225.8 1195.611

7

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 (P-19/I-4.34)

sqm Plinth beam

1 9.14 - 0.1 0.914 250 228.5

1 1.04 0.1 0.104 250 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 specifications. Specification No. KBS 4.6.3 (P-21/I-4.46)(@80kg/cum)

t

Plinth beam 1 0.46 36.8

62029 6222.75

roof slab 1 0.79 63.52

0.10032

9

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.

sqm

Alround 1 9.14 2.1 19.194

953 21376.743

parapet 1 9.14 0.45 4.113

Partition 1 1.04 2.1 2.184

door 2 1.95 0.6 2.34

ventilators 2 0.6 0.6 0.72

20.247

10


sqm 2 1.46 1.04 - 3.0368 190.8 579.42

11 KSRB15-3.5 : Providing 15mm thick cement plaster in single coat with cement mortar 1:6 to

sqm Inside wall

167 7532.034 LW 4 1.46 2.1 - 12.264



brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

SW 4 1.04 2.1 - 8.736

Outside wall

LW 2 3.53 2.7 - 19.062

SW 2 1.5 2.7 - 8.1

deduction

Total 48.162

Door 2 1.95 0.6 2.34


Total 3.06

45.102

12


sqm Floor 2 1.46 1.04 - 3.0368 569 1727.94

13

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 other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.

sqm

Ceiling 2 1.46 1.04

3.0368

65.85 1582.82 Inside

plastering

4 1.46 2.1 12.264

4 1.04 2.1 8.736

Total 24.0368



14

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. - do - with primer coat

sqm

LW 2 3.53 2.7 19.062

63.8 1732.9356 SW 2 1.5 2.7 8.1

Total 27.162

15


sqm door 2 1.95 0.6 2.34 3816 8929.44

16

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.Slno 12.3 pg/77

pan sanitary 2 1307 2614

17

KSRB 13-10.1 providing and fixing to wall,ceiling and floor unplasticised PVC pipes 10.00kgs/sq.cm working pressure 16mmoutside diameter chemp plast/wavin or equivalent make with pipe fittings,wall clips making good the wall and floor,including cost of all materials,labour charges,HOM of equipment and testing complete as per specifications.specification no.KBS 13.2.15.4/13.9

m 1 6 6 90 540



18

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

Nos Water tank 2 8350 16700

19


Rmt pipes 2 3 6 566.5 3399


A.6.3 Civil Estimation for Septic Tank

Sl No Particulars Unit No L B D Quantity Required

Rate Amount (Rs)

Septic tank(2.5x1.5x2m inner dimension)



1


cum foundation 1 3.2 2.2 2.2 15.488 267 4135.296

2


cum PCC 1 3.16 2.16 0.2 1.36512 5155 7037.1936

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

sqm flooring 1 2.5 1.5 3.75 509 1908.75

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,

sqm

LW 2 2.96 2 11.84 943 11165.12

SW 2 1.5 2 6 953 5718



scaffolding, curing complete as per specifications.

5


sqm

inside 1 8 2 16

167 5958.56

outside 1 9.84 2 19.68

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.slno10.5.3

sqm

walls 1 8 2 16

285 5628.75

flooring 1 2.5 1.5 3.75

7


cum slab 1 2.96 1.96 0.15 0.87024 6411 5579.11



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 No. KBS 4.6.3 (P-21/I-4.46)(@80.0Kg/cub

t slab 1 0.87 69.6 62029 4317.22

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

cum backfill

2 0.24 1.96 2.2 2.06976

120 623.4624

2 0.24 2.96 2.2 3.12576

Total Amount ₹ 52,071.46

A.6.4 Civil Estimation for Processing Shed

Sl No Particulars Unit item No L/cum B D Quantity Required

Rate Amount (Rs)

Processing shed(73x13m) Area



1


cum

Footing 22 1.4 1.4 1.1 47.432

267

12664.344

Platform 1 0.4

2


cum 22 1.1 1.1 0.1 2.662 5155 13722.61

3


cum

footing 22 0.33 7.26 6411 46543.86

column 22 0.6 0.45 0.45 2.67 6411 17136.60

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

t footing 7.26 580.8 62029 49275.8376



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 (@80kg/cum)

column 2.67 213.6

5


sqm

footing 22 0.8 17.6 250 4400

column 22 2.43 53.46 250 13365

6

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

cum backfill for

footing 22 2 1 1.6 70.4 119 8377.6

Platform

7

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

sqm platform 1 73 13 949 1.7 1613.3



8

KSRRB M300-53.construction of embankment with approved material murrum 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.

cum base 1 73 13 0.1 94.9 300 28470.00

9

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

cum platform 1 73 13 0.1 7.3 1890 13797

10


cum platform 1 73 13 0.1 7.3 5179 37806.7

11 KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with 20mm and

cum M20 1 73 13 0.1 94.9 6058 574904.20



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/I-4.5)

12

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 (P-17/I-4.46)(mimimum steel) (8dia @ 6kg/m3

t 6kgx21.6m3 129.6 62029 8038.96

13

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 includes all materials,transportation,all taxes fixing and all of lifts.

sqm 73 13 949 3750 3558750

14

Providing groove cutting for width of 5mm to 10mm and depth 80mm-100mm including cost of cutting machine,generator&HOM of machinery,including cost of blade,coolant etc.,including cleaning of groove &providing sand and hot bitumen fillars,and fillar metal etc.,including cost of conveyance of all

rmt

longer side 2 7 14 115 1610

shorter side 1 9 9 115 1035



materials,labour,lead and lift charges and all other incidental charges as per specifications.


A.6.5 Civil Estimation for Planted Gravel Filter




Rate Amount (Rs)

Planted Gravel Filter(18x15x0.6m)

1

Earthwork excavation in ordinary soil for levelling and lowering the ground manually(other than foundation of buildings,culverts,road,drain)and removing the excavated stuff ta a distance not exceeding 50m and lift upto 1.5m,excavated surface levelled and neatly dressed as per specifications.No KBS 2.1(a)/2.3.1

cum foundation

1 15 18 0.6 162

148 23070.24

2 3.06 6.12

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 19.2 21.5 412.8 265 109392

Laying of HDPE membrane includign the installation, welding, joining, manpwer cost etc

sqm 1 19.2 21.5 412.8 35 14448



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 base 2 19 0.75 0.85 24.225 1065.6 25814.16

4


cum base 1 19 15.08 0.2 57.304 1065.6 61063.14

5


cum base 1 19 15.48 0.2 58.824 1623.6 95506.65

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

cum

long side 2 18 1 0.15 5.4

3612 35758.8

short side 2 15 1 0.15 4.5



less than 10Mpa at 7days finishing and curing complete as per specifications No 601

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

m plants 9 9 81 17 1377

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 of pipes and fittings with one step CPVC solvent cement and testing of joint complete.(I 13.85.6,pg/96)

m 8 16 128 440 56320

9 Supplying ang installing pump of 5hp capacity no 1 20000 20000

Total Amount 442749.9888

For 2 units ₹ 8,85,499.98



A.6.6 Civil Estimation for Sanitary Landfill

Sl no Particulars Unit No L B D Quantity Required

Rate Amount (Rs)

Sanitary Land Fill (34x53.5x3m)

1 Site Clearance including carting of waste from existing site Cum 1 53.5 34 0.3 545.7 90 49113

2


cum 1

53.5 34

3 4884.99 267 1304292.33

48.9 29.4

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.

sqm 1 58.4 39.5 2306.80 750 1730100

Laying Geo synthetic clay liner including the cost of manpower and other associated charges

sqm 1 58.4 39.5 2306.8 35 80738.00



4

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.

sqm 1 58.4 39.5 2306.80 560 1291808.00

Laying of HDPE membrane includign the installation, welding, joining, manpwer cost etc

sqm 1 58.4 39.5 2306.80 35 80738.00

5

Providing and spreading soil as Protective soil (300 mm thick), over Landfill Base sand filter layer & Bund slope at site, to be the required lines, curves, grade and section, for a consolidated thickness of 300 mm, including conveying etc. complete.

cum 1 49.2 29.7 0.3 438.37

1398 741326.41 Existing

Landfill 1 31.26 9.8 0.3 91.90

6

Supplying and spreading Gravel at the site for Filter Layer (300 mm Thick) to the required lines, curves, grade and section, including conveying, as directed. Material made up of diameter not less than 2.5 mm for Gravel and not more than 4.0 mm to function as a passage for the leachate to be collected in the pipe. The hydraulic conductivity of the layer should be no less than 1 x 10.0 cm/sec and It should be free from debris/soil.

cum 1 49.8 30.3 0.3 452.682

1290 702516.456

Existing Landfill

1 31.26 9.8 0.3 91.90

6

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.

sqm 1 57.9 54.9 3178.71

175 613954.25

Existing

Landfill 1 32 10.3 329.60



7 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.

rm 1 249 249 210 52290

8

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.

Rm 1 92 92 270 24840

9 Providing and laying concrete circular rings of 2.5m dia and 2m depth for leachate collection including top and bottom covering slab. (market rate)(lumpsum)

10000




A.6.7 Civil Estimation for Bitumen Road


Rate Amount (Rs)

Bitumen Road

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.

sqm 1 46 4 184 6 1104

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

cum 1 46 4 0.15 27.6 138 3808.8

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.

cum 1 46 4 0.075 13.8 300 4140

4 cum 1 46 4 0.075 13.8 1890 26082




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 by power roller to achieve the desired density as per specifications.

cum 1 46 4 0.05 9.2 5647 51952.4

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

sqm 1 46 4 184 120.75 22218

7 sqm 1 46 4 184 52.5 9660



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

Drain

8


cum 1 46 1.05 0.65 31.395 267 8382.47

9


cum 1 46 1.05 0.1 4.83 5155 24898.65

10

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,

cum 2 46 0.3 0.45 12.42 5148 63938.16



curing complete as per specifications. KBS 5.1.13 (P-23/I-5.9)

11

KSRB 15.1.3 Providing ruled pointing to coursed stone masonry with cement mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications. (P-112/I-15.4)

sqm 2 46 0.45 41.4 91 3767.40

12


cum 2 46 0.3 0.1 2.76 5295 14614.20

13

KSRB 14.7-3: Providing and 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 CM 1:3,finishe with flooring coat of neat cement,including cost of materials,labour,curing,complete as per specification No KBS 14.3

sqm 1 46 0.45 20.7 509 10536.30




A.6.8 Civil Estimation for Rain Water Harvesting

Sl no Particulars Unit No Area D Quantity Required

Rate Amount (Rs)

Rain water harvesting

1


cum 1 19.625 4.5 88.3125 267 23579.4375

2


cum 1 15.7 0.45 0.15 1.05975 5155 5463.01125

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

cum 1 15.7 0.45 4.4 31.086 4301 133700.886



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.(P112 I-15.3 )

sqm 1 15.7 4.4 69.08 91 6286.28

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 6.1544 1.5 9.2316 720 6646.752

6


cum 1 19.625 0.8 15.7 1065.6 16729.92

7


cum 1 19.625 0.4 7.85 1623.6 12745.26



8


cum 1 6.1544 0.2 1.23088 1298.4 1598.174592

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 19.625 0.15 2.94375 2400 7065




A.6.9 Civil Estimation for Burial Cells


Rate Amount (Rs)

Deep waste burial cells

1


cum 6 5 1.5 1 45 267 12015

2 Spreading a layer of lime for the

composting purpose. cum 6 5 1.5 0.02 0.9 4000 3600

Total Amount ₹ 15,615.00



A.6.10 Civil Estimation for Weighbridge

Sl No Particulars No L B D Quantity Required

Rate Amount (Rs)

Weigh Bridge (9x3m)

1 Construction of Foundation for weigh bridge and earth pit for loadcells.(Market rate)

1 9 3 27 2000 54000

2 Providing Electrical supply for operation and management of the weigh bridge(Market rate)

1 15000 15000

3 Man power for the construction of the weigh bridge foundation

1 10000 10000

Total Amount 79,000.00



A.6.11 Civil Estimation for Dry Waste Collection Centre

Sl No

Particulars Unit Item No

L B D Quantity Required

Rate Amount (Rs)

Dry waste collection

centre(9.54x9.54m)

1


cum Excavation 1 39.0

8 1 0.8 31.264 267 8347.488

2


cum PCC 1 39.0

8 0.8 0.1 3.1264 5155 16116.592

3


cum

Below GL 1 39.0

8 0.6 0.6 14.0688

5148 104112.64

Above GL 1 39.0

8 0.45 0.35 6.1551



4


cum Earth Fill 1 77.7924 0.35 27.22734 300 8168.202

5


cum

Plinth 1 39.0

8 0.45 0.1 1.7586

6411 116083.08

Lintel beam 1 39.0

8 0.23 0.15 1.34826

Roof slab 1 10 10 0.15 15

6

KSRB 4-6.1 : 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

sqm Roof slab 1 9.54 9.54 - 91.0116 225.8 20550.42

7


sqm

Plinth beam 1 39.0

8 - 0.1 3.908

250 2442.5

Lintels 1 39.0

8 - 0.15 5.862



8

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 (P-14/I-4.19)

sqm

Chejja 7 1.2 0.6 - 5.04

467 4729.776

Chejja 1 8.48 0.6 - 5.088

9

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 (P-25/I-4.37)

sqm Chejja

6 1.2 0.6 - 4.32

262 2464.896

1 8.48 0.6 - 5.088

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 (P-17/I-4.46)( @80kg/m3)

t

Lintels (cum) 1.348 107.84

6202

9 81124.01

Roof

slab(cum) 15 1200

11

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

sqm

Alround 1 39.0

8 - 3 117.24

953 105362.73 Parapet 1

39.08

- 0.45 17.586

deductions

Lintel 1 39.0

8 - 0.15 5.862

Door 1 0.9 - 2.1 1.89



superstructure incuding cost of materials, labour charges, scaffolding, curing complete as per specifications.

Door 1 1 0.75 - 2.1 1.575

Windows 10 1.2 - 1.2 14.4

Windows 1 0 1.5 - 1.2 0

ventilators 1 0.9 - 0.6 0.54

Total 110.559

12

KSRB 6-7.3:Construction of partition wall 11.2cms thick with non modular ground moulded burnt bricks of class designation 3.5N/sqmm with cement mortar 1:4 including cost of materials,labour charges,scaffolding,curing complete as per Specification No:KBS 6.2

sqm partition 1 3 3 9

930 6905.25

deduction doors 1 2.1 0.75 1.575

13


cum steps 1 1.12 0.11 0.1232 6870 846.38

14


sqm Plastering 1 9.54 9.54 - 91.0116 190.8 17365.01

15


sqm

Inside wall

167 47588.32

Walls 4 9.54 3 114.48

Partiton Wall 2 3 3 18

Outside wall

Walls 4 10 4.28 171.2

deduction

Tota

l 303.68

Door 2 2.1 0.9 3.78



Windows 1 0 1.5 0.75 0

Windows 10 1.2 1.2 14.4


Tota

l 18.72

284.96

16


cum floor 1 9.54 9.54 0.1 9.10116

5479 47975.00 deductio

n

Walls 0 11 0.23 0

Partition Wall 1 3 0.11

5 0.345

total 8.75616

17


sqm Floor 1 9.54 9.54 - 91.0116

569 51589.30

deduction Walls 1 3 0.115 0.345

18

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 including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specifications.

sqm

Ceiling 1 9.54 9.54 - 91.0116

65.85 14716.92

Inside plastering 4 9.54 3 - 114.48

partition 2 3 3 - 18

Tota

l

223.491

6



19

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. (P-117/I-15.53) - do - with primer coat

sqm 4 10 - 3.6 144 63.8 9187.20

20


sqm

Doors 1 2.1 0.9 1.89

3816 68172.84

1 2.1 0.75 1.575

Windows

10 1.2 1.2 14.4

0 1.5 1.2 0

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.Slno 12.3 pg/77

pan sanitary 1 1307 1307

22

KSRB 13-10.1 providing and fixing to wall,ceiling and floor unplasticised PVC pipes 10.00kgs/sq.cm working pressure 16mmoutside diameter chemp plast/wavin or equivalent make with pipe fittings,wall clips making good the wall and floor,including cost of all materials,labour charges,HOM of equipment and testing complete as per specifications.specification no.KBS 13.2.15.4/13.9

m PVC Pipes 1 6 6 90 540



23

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

Nos Water tank 1 8350 8350

24


Rmt 4 5 20 566.5 11330

25 Present cost of private land nearby KR Nagar taluk outside the city. Unit/sq.ft = 800rs

ft Land 1 39.3

7 39.37

1549.997

800 1239997.52


7



A.6.12 Civil Estimation for Sweeping Waste Segregation Centre


Rate Amount

(Rs)

Sweeping Waste Segregation Centre (5m x4m)

1

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

sqm platform 1 5 4 20 1.7 34

9


cum base 1 5 4 0.1 2 300 600.00

8


cum platform 1 5 4 0.1 0.5 1890 945

9 cum platform 1 5 4 0.1 0.5 5179 2589.5




12

KSRB 4-1.5 : Providing and laying in position plain cement concrete of mix M20 with 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 4.1, 4.2 (P-12/I-4.5)

cum M20 1 5 4 0.1 2 6058 12116.00

13

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 (P-17/I-4.46)(mimimum steel) (8dia @ 6kg/m3

t 6kgx21.6m3 129.6 62029 8038.96

16 Providing groove cutting for width of 5mm to 10mm and depth 80mm-100mm including cost of cutting machine,generator&HOM of machinery,including cost

rmt longer side 2 7 14 115 1610



of blade,coolant etc.,including cleaning of groove &providing sand and hot bitumen fillars,and fillar metal etc.,including cost of conveyance of all materials,labour,lead and lift charges and all other incidental charges as per specifications.

shorter side 1 9 9 115 1035




A.6. 13 Civil Estimation for Roofing and Partition for Vermin Tanks

Sl No Particulars Unit item No L/cum B D Quantity Required

Rate Amount (Rs)

Roofing & Partition for Vermi Tanks Area

1

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 includes all materials,transportation,all taxes fixing and all of lifts.

sqm 12.3 9 110.7 2300 254610

2

KSRB 6-7.3:Construction of partition wall 11.2cms thick with non modular ground moulded burnt bricks of class designation 3.5N/sqmm with cement mortar 1:4 including cost of materials,labour charges,scaffolding,curing complete as per Specification No:KBS 6.2

sqm partition 15 1.5 1.5 33.75 930 31387.50




A.6.14 Civil Estimation for Weighbridge pit

Weigh Bridge Pit

Sl no Particulars Unit No L B

D Quantity

Required Rate Amount (Rs)

Area

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

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



machinery, curing complete as per

specifications.Specification No. KBS

4.1, 4.2 (P-12/SL NO-4.3/SOR-2015-

2016)

Total Qty 4.69 5155 24,198.86

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.

KBS 4.1, 4.6(SL NO-4.13/PG NO-

14/SOR-2015-2016)

CUM

2 4.45 2.3 0.4 8.19

6 0.6 0.4 0.385 0.55

Total Qty 8.74 6411 56,047.53



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

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 1 25.4 0.3 1.03 7.81 5148 40,208.45



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 62420 32,742.04

Total Amount 1,64,190.87



ANNEXURE 7: QUOTATIONS



List of Quotations

Sl. No. Name of the Vehicle of Equipment

1 Containers

2 Mini Tipper

3 Tractor Trailer

4 Skid Steer Loader

5 Bailing Machine

6 D. G. Set

7 Fire Extinguisher



A.8. CENSUS OF INDIA 2011 – DISTRICT CENSUS HANDBOOK, KR NAGARA

A.8.1 DISTRICT PRIMARY CENSUS ABSTRACT







A.8.2 URBAN PCA – TOWN WISE PRIMARY CENSUS ABSTRACT

A.9 KARNATAKA HIGH COURT ORDER FOR WASTE SEGREGATION



Documents

Final DPR on SWM for Krishnarajanagara on Swachh …...Final DPR on SWM for Krishnarajanagara on Swachh Bharat Mission Tide Technocrats (P) Ltd, Bengaluru Page 4 4.14 powering Processing