PAS Project 1

Road Map towards 24x7 Water Supply in Class ‘A’ Municipal Councils in

PAS Project, CEPT University, Introduction

PAS Project Context

 Government of Maharashtra (GoM) in the workshops held with Chief Secretary, commissioners and chief officers of class ‘A’ municipal councils requested support of PAS Project in two key areas:  For implementing 24x7 water supply system  Open Defecation Free (ODF)

 The improvement areas were in line with the Government of India’s s Service Level Benchmarking (SLB) initiative and GoM’s Maharashtra Sujal Nirmal Abhiyaan (MSNA) programme

 The PAS Project has, as suggested by GoM, provided support to all 15 class ‘A’ cities with the focus on two above mentioned areas

 The PIP exercise began in mid 2011. A performance improvement framework was developed as part of this exercise

PAS Project

Performance Improvement Framework

Basic framework for performance improvement and tools for performance improvement has been developed for urban local governments focusing on citywide approaches Performance Assessment

Performance indicators for each sector are the main basis for assessing actual service performance

Inter Sectoral Planning

Actions include both traditional capital intensive infrastructure as well as other no/low cost actions such as policies and process changes

Financial Assessment

Overall plan is developed through a rigorous financial feasibility assessment with respect to present Municipal finance status

PAS Project PIP Activities for Class ‘A’ Cities of Maharashtra

Data Collection and Data Analysis and Cost Estimates in consultation with Verification Action Planning GoM, ULBs and Sector Experts

Data Collection Data Analysis under Cost estimates for all high and low-cost through site visits and guidance of sector actions suggested through analysis discussions with ULB experts and officials Municipal Officials

Focus on PIP Workshops for inputs from Initial ideas on PIP GoM were discussed with 24x7 and ODF the ULB staff

Identification of Key To explore funding options for Improvement Areas, undertaking improvement actions prioritisation of actions and financial assessment

PAS Project Situation Assessment Class ‘A’ Cities of Maharashtra

PAS Project Demography

Number Area Population Name of HHs (sq.km) (2011) (2011)

Latur 33.0 382,754 71,871

Chandrapur 56.3 321,036 73,035

Parbhani 57.6 307,191 56,067

Ichalkaranji 29.8 287,570 60,889

Jalna 81.9 285,349 53,126

Ambernath 38.0 254,003 54,948

Bhusawal 13.4 187,750 38,439

Beed 8.3 146,237 28,510

Gondia 18.1 132,889 27,787

Satara 8.2 120,079 27,056

Barshi 36.3 118,573 24,430

Yavatmal 10.2 116,714 25,670

Achalpur 16.0 112,293 21,689

Panvel 3.6 111,906 28,319

Wardha 7.4 105,543 23,532 Source: PAS data 2010-11 Water Supply Sources

Proportion of various water sources Cities Approx. distance from 3% 5% farthest water source (km) Ground sources Jalna 130.0 19% 16% Own surface sources Barshi 65.0 Bulk raw purchase 60.0 25.0 57% Bulk treated water 22.0

Other sources Ichalkarinji 18.0 17.0  Major source of water supply is bulk purchase, which includes around 57% bulk raw water and 19% bulk 16.0 treated water 16.0 11.0  The dependency on groundwater sources is limited to 6.5 only 5 % of the total water quantity Ambernath 3.5  Jalna pumps water from the farthest distance (130 Bhusawal 1.5 kms) followed by Barshi and Latur that pump water Groundwater from 65 and 60 km respectively. nd PAS Project Source: PAS data 2010-11 Water Supply Coverage

Coverage of water supply connections and distribution network

100

80

60

% 40

20 nd 0

Coverage of water supply connections Coverage of distribution network Source: PAS data 2010-11  Apart from 3 cities, all the other cities have a gap of more than 10% between distribution network and HH level connections

 Ambernath has 100% area covered with distribution network and 97% HH level coverage

 Yavatmal, Latur, Wardha and Panvel have more than 80% area covered under distribution network but less than 60% HH level connections Water Supply Coverage

Coverage of water supply connections at city and slum level 100

80

60

% 40

20 nd nd nd 0

Coverage of water supply connections Coverage of water supply connections in slums Source: PAS data 2010-11  Apart from 4 cities, all the other cities have more than 15% gap between water supply connection in slums and at city level

 Jalna, Chandrapur, Gondia and Barshi have higher coverage of household connections at slum level than overall city level

 Bhusawal and Ichalkarinji have the highest gap between slum level coverage of water supply connections and overall city level coverage Quantity of Water Supply

Per capita supply of water at ex treatment plant and at consumer end 200

160

120

80 LPCD

40

0

Per capita supply of water at ex-treatment plant Per capita available of water at consumer end Source: PAS data 2010-11

 The quantity of water supply needs to be adequate to run a 24x7 water supply network and therefore, some cities needs to increase water supply even to attempt 24x7 pilot project  6 cities report more than 100 lpcd at consumer end. Ichalkaranji has the highest supply at the consumer end at 138 lpcd. Parbhani and Jalna are the lowest in the group with less than 30 lpcd supply. Therefore these two cities will have to increase their water supply to even attempt 24x7 water supply system Extent of Non-Revenue Water

Source: PAS data 2010-11 Extent of Non-Revenue Water (Estimated) 60

% 40

20

0

Source: PAS data 2010-11  To ensure proper functioning of 24x7 water supply network, losses should be minimum and assessed in a reliable manner

 More than half of the cities have NRW vales less than 25%. However, the reliability of these values is very low

 For all class ‘A’ cities, except for Panvel (B grade) and Ambernath (A grade), the NRW value for other cities is of grade D reliability due to absence of metering

 Only 7 cities report consumer water metering. The highest percentage of metering is in Achalpur, Gondia, Yavatmal and Ambernath Continuity of Water Supply

Water supply hours  Only 6 cities (Satara, 4.0 Panvel, Chandrapur, 3.0 Achalpur, Ambernath, Gondia) report daily 2.0

Hours water supply. The 1.0 average supply hours 0.0 are between 1 to 4 hours per day

 Among the remaining 9 cities, Days of supply Yavatmal performs 30 better as it supplies water on alternate 20 days for 1.5 hours per day Days 10

0  Jalna represents the most extreme case with water being supplied only once in a fortnight

Source: PAS data 2010-11 PAS Project Shortcomings of Intermittent Supply

Operation and Maintenance

 Valves suffer frequent wear and tear

 Varying pressure also lead to frequent failures in the water supply network

 Difficult to predict the actual behavior of water supply system

 Leads to contamination of water supply during non-supply hours Resource requirement

 Large size of pipe mains and storage tank is required

 Extra dose of chlorine or other disinfectants are required Scenario at consumer end

 Due to uncertainty of supply, consumers store a large quantity of water and waste it before collecting fresh water again

 Inconvenient supply hours affect poor people due to short of storage capacity

PAS Project

Need for 24x7 Water Supply

Leads to

. Better service to consumer

. Continuous water supply at desired pressure

. Decreased contamination of water supply and improved health outcomes

. Reduction in water losses

. Improved accountability of system (input-supply- consumption)

. Sustainability of system (improved finances, optimised water supply and consumption)

PAS Project Moving towards 24x7 Water Supply System Class ‘A’ Cities of Maharashtra

PAS Project Case study for 24x7 Water Supply

 Malkapur Nagar Panchayat  7,200 HHs  Entire city is covered under 24x7 water supply scheme  Pilot zone in Kulgaon-Badlapur Municipal Council  40,000 HHs  8 out of 34 wards have 24x7 water supply, covering 30% of city population  Pilot zones in Municipal Corporation  1,35,000 HHs  4 out of 16 zones have 24x7 water supply, covering 17% of city population

PAS Project Steps for 24x 7 Water Supply

Developing reliable data on distribution network and customers

 Consumer survey

 GIS mapping Network restructuring

 Hydraulic modelling

 DMA demarcation and installation of bulk flow meters Control of leakages and energy optimisation

 Undertaking water audit, energy audit and leak detection survey Preparation and implementation of 24x7 water supply project

 DPR preparation for 24x7 water supply

 Selection and implementation of pilot zone for 24x7 waters supply

 Introduced metering and volumetric tariff

 Scaling up in the whole city

PAS Project Need for Reforms

 For efficient and effective operation of urban water supply services, improvements are essential

 The technical guidelines suggested by Ministry of Urban Development (MoUD), Government of India towards 24x7 systems provide an approach based on  Institutional improvements  Technical improvements  Commercial improvements

PAS Project Technical Shortcomings

 Summary of key technical shortcomings:

 Reliable data on distribution networks and customers do not exist  There is virtually no metering of bulk water produced, transmitted or distributed at any point in the network  Pipelines within the distribution system are totally interlinked  Control of leakage on a routine, planned basis is impossible  It is unusual for a water utility to routinely measure or assess adequacy of system pressure and  Customer meters do not function with any predictable accuracy under intermittent supply conditions

PAS Project Commercial and Institutional Shortcomings

 Major commercial shortcomings are:  Lack of computerised billing and collection system with updated consumer records  Many cities have flat rate tariff

 Some of the technical aspects that will require improved managerial skills and automation are:  Establishing district metered areas (DMAs)  Preparation of appropriate hydraulic models and their application in planning, designing and operation  Pressure management  Installing and managing control devices for management of continuous supply

PAS Project Technical and Commercial Improvements

The technical and commercial constraints mentioned in the MoUD guidelines can be resolved through the implementation of GoM’s reform programme of MSNA.

Shortcomings Improvement measures

 Reliable data on distribution  Consumer survey and GIS mapping networks and customers does not of network exist  Hydraulic modelling and creation of  There is virtually no metering of bulk DMAs water produced, transmitted or  Water audit, leak detection survey distributed at any point in the and energy audit network  Computerised water billing and  Pipelines within the distribution collection system system are totally interlinked  Consumer end metering and  Control of leakage on a routine, introduced volumetric tariff planned basis is impossible  It is unusual for a water utility to routinely measure or assess adequacy of system pressure  Lack of computerised billing and collection system with updated consumer records  Many cities have flat rate tariff

PAS Project Status of Implementation of Water Supply Reforms

Reduce NRW and increase water supply hours Metering Cost recovery

DMA Computerised Water Introduce Cities GIS mapping demarcation water billing and Consumer audit/leak metering and and hydraulic installation of collection system survey detection and volumetric modelling bulk flow energy audit tariff meters Ambernath Gondia Satara Yavatmal Latur Chandrapur Barshi Beed Parbhani Achalpur Bhusawal Ichalkaranji Jalna Panvel Wardha

Projects in progress Sanctioned projects No existing projects Proposed Phase-wise Plan for 24x7 Class ‘A’ Cities of Maharashtra

PAS Project Approach to Implement 24x7 Water Supply

Based on diagnostic assessment of 15 class ‘A’ cities, the cities are divided in 3 groups. City selection Situation parameters for proposing 24x7 water supply: Assessment  Existing performance of service delivery . Source availability . Network coverage and connections . Existing leakages and losses Cities grouped according to  Preparedness/implementation of sector reforms preparedness . Consumer survey . Water and energy audit . GIS and hydraulic modelling . Demarcation of DMAs and installation of bulk flow meters Preliminary cost estimates  Proposed/sanctioned projects . Source augmentation . Replacement/extension of distribution network

PAS Project Approach to Implement 24x7 Water Supply

Group 1 cities Group 2 cities Group 3 cities • Ambernath, • Achalpur, Barshi, • Jalna, Latur and Gondia, Satara, Beed, Bhusawal, Parbhani Yavatmal Ichalkaranji, • Jalna and Parbhani • Cities have already Panvel, Wardha have to assure water started • For few components source before implementing of water reforms initiating 24x7. reforms related to proposed in Barshi, Augmentation of water supply and Beed and distribution network detailed project Chandrapur. Rest of is going on in Latur reports (DPRs) for the cities need to continuous water initiate reforms as • After completion of supply have been first step towards source and completed in three 24x7 distribution network out of four cities augmentation, MSNA reforms should be initiated for further improvement

PAS Project Costing for 24x7 Water Supply

Group 1 cities

 Ambernath, Gondia have already prepared DPR for 24x7 water supply

 Yavatmal has prepared draft DPR

 Satara’s cost is estimated in consultation with municipal officials

Cities Cost for 24x7  Except Ambernath, all cities Water Supply in this group are covered under Ambarnath 77.0 UIDSSMT Gondiya 61.0 Satara 119.5 Yavatmal 40.2 Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project Costing for 24x7 Water Supply

Group 2 cities

 Costs for undertaking energy and water audits have been sanctioned under MSNA in Barshi and Beed

 Cost have been estimated in consultation with municipal officials

Cost for Reform 24x7 Water Cities cost Supply Total cost Achalpur 3.5 33.9 37.4 Barshi 0.0 26.3 26.3 Beed 1.6 18.1 19.7 Bhusawal 1.1 93.2 94.3 Chandrapur 4.9 149.1 154 Ichalkaranji 5.0 24.9 29.9 Panvel 1.5 23.6 25.1 Wardha 0.8 38.5 39.3 Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project Costing for 24x7 Water Supply

Group 3 cities

 In Jalna and Parbhani, source augmentation work is going on and in Latur, augmentation of distribution network is being undertaken

 After completion of augmentation work, cities will carry out reform work and assess the improvement of water supply scheme

Cities Augmentation Reform Cost for 24x7 Total cost cost cost Water Supply The cities will then Jalna 145.0 1.6 103.9 250.5 implement 24x7 water supply Latur 14.1 1.66 110.5 126.2 project Parbhani 140.0 1.4 183.2 324.6

Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project Phasing and Funding

Phase wise Implementation Timescale Possible sources of funding:

Group 3  Source augmentation work is already funded under UIDSSMT Group 2

Group 1  The low-cost reform measures can be funded under MSNA. (Over the 0 2 4 6 8 10 past six years, a total of Rs. 448.6 crore has Years been spent and Rs. 213 crore has been allocated for the FY 2011-12 by the State as Source augmentation Reforms 24 x 7 WS implementation part of the MSNA reforms implementation)

Implementation of 24x7 water Total Cost for 24x7 Water Supply (in Rs. in crores) supply can be funded under 24x7 water Maharashtra Swarna Jayanti Source Nagarothan Maha Abhiyan supply (Actual Reform augmentation (MSJNMA)(in 2 years, Rs. 88 crore has implementation Measures costs been spent). Potential source of costs) funding can be through a new Group 1 298 JNNURM, which is expected to focus Group 2 461 18 on small and medium town Group 3 398 5 299 Total 1157 23 299 Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project Way Forward

 To implement and operate a successful 24x7 water supply system, sound water management practices, governance, policy and tremendous political will are required

 There are various models like public private partnership; hybrid model of government, city and civil society etc. (Source: Achieving 24x7 water and water loss management in intermittent supply environment, IWA Water Wiki)

 Cities can adopt appropriate model to implement and operate 24x7 water supply system

PAS Project

Annexures

PAS Project Achalpur: Existing Situation

Background Information

 Area (sq. km): 16.04

 Population: 1,12,293

 Slum population: 53.7% of total population  Number of slums: 27 notified and 5 non-notified

 Number of wards: 38

Performance of Water Supply System

30 100 100 93 100 98 90 30 90 90 25 80 80 80 70 20 70 66 70 60 60 54 60 15 49 50 50 50 40 40 10 40 30 30 30 5 20 20 3 20 10 10 0 10 0 0 Hours of supply (hrs) Consumer Non 0 Per capita supply at metering Revenue Coverage of Coverage of consumer end (lpcd) (%) Water (%) Days of supply (days per WS distribution month ) connections network (%) (%) ESR Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project TUBE WELL NO WS NETWORK AREA33 Schematic Diagram of Water Supply System: Achalpur

System input volume: Revenue water: 13.7 MLD 6.3 MLD

Meter Billed metered Revenue consumption: 6.3 MLD water Meter Billed unmetered 6.3 MLD consumption: 0 MLD (45.98%) Authorised consumption Unbilled authorised consumption: 4.1 MLD

Unauthorised use: Non 0 MLD

losses revenue

Apparent water Water distribution stations 7.4 MLD

Achalpur ESR 1 Leakage on transmission (54%) Achalpur ESR 2 mains 2.1 MLD 18 Tubewells ESR 1 Total: 13.7 MLD Paratwada ESR 2 Leakage on mains (2.1MLD) (2.1MLD) mains Total: 11.6 MLD

Real losses distribution line and

Leakage on transmission on transmission Leakage at service connection 1.2 MLD at service connection (1.2 MLD) Leakage on distribution line and on distribution Leakage Ambernath: Existing Situation

Background Information

 Area (sq. km): 38

 Population: 2,59,023

 Slum population: 57% of total population

 Number of slums: 52

 Number of wards: 50

Performance of Water Supply System

100 100 140 100 30

90 90 84 82 120 25 80 80 70 100 70 20 60 60 80 50 50 15 60 40 40 28.36 30 40 30 10 20 20 20 5 10 10 0 0 0 0 Coverage of Coverage of Per capita Consumer Non Revenue Hours of supply (hrs) WS distribution supply at metering (%) water (%) connections network (%) consumer end (%) Days of supply (days (lpcd) per month ) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 35 Schematic Diagram of Water Supply System: Ambernath

System input volume: Revenue water: 47 MLD 33.67 MLD

Meter Billed metered Revenue consumption: 33.53 MLD water 33.67 Meter Billed unmetered MLD consumption: Authorised (71.63%) consumption 0.14 MLD

Unbilled authorised consumption: 0.01 MLD Unauthorised use: AMC losses 0 MLD Non Apparent Barrage WTP Ulhas River MJP revenue MIDC WTP water MIDC Tapping Sai vibhag 1 ESR Leakage on transmission Chikhaloli WTP mains 2.25 MLD 13.33 Chikhaloli Sai vibhag 1 GSR MLD Total: 45.95 MLD Jambhiwali Dam Bhendipada 3 GSR (28.36%) Leakage on distribution Total: 44.75 MLD Total: 47 MLD Real losses line and at service connection 11.07 MLD

Leakage on transmission on transmission Leakage mains 2.25 MLD Leakage on distribution line and on at distribution Leakage connection service 11.07 MLD Barshi: Existing Situation

Background Information

 Area (sq. km): 36.26

 Population: 1,18,475

 Slum population: 41.02% of total population  Number of slums: 32

 Number of wards: 38

Performance of Water Supply System 100 100 100 30 88 25 90 90 90 25 80 80 80 70 70 70 20 60 55 60 54 60 15 50 50 50 40 40 10 40 30 30 23 30 5 20 20 0.8 20 3 10 10 0 10 0 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 37 Schematic Diagram of Water Supply System: Barshi

System input volume: Revenue water: 18 MLD 11.45 MLD

Meter Billed metered Revenue consumption: 0MLD water 11.45 Meter Billed unmetered MLD consumption: Authorised (63.61%) consumption 11.45 MLD

Unbilled authorised consumption: 3 MLD Unauthorised use:

losses 0 MLD •1 GSR Non •Ujani WTP Apparent •Bulk purchase •7 ESR revenue •Chandani WTP water of raw water Total: 14.45 MLD Leakage on transmission Total: 15.21 mains 075 MLD 6.55 Total: 18 MLD MLD (36.38%) Leakage on distribution

Real losses line and at service connection 2.8 MLD

Leakage on transmission on transmission Leakage mains 0.75 MLD Leakage on distribution line and on distribution Leakage 2.8 MLD connection service at Beed: Existing situation

Background Information

 Area (sq. km): 8.29

 Population: 1,86,000

 Slum population: 39.14% of total population  Number of slums: 20

 No. of wards: 42

Performance of Water Supply System

100 100 100 30 91 90 90 90 81 25 80 80 80 70 70 70 20 15 60 60 60 15 50 50 50 40 40 40 10 40 30 30 30 18 5 20 20 20 0.75 10 10 0 0 10 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 39 Schematic Diagram of Water Supply System: Beed

System input volume: Revenue water: 24 MLD 18.6 MLD

Meter Billed metered Revenue consumption: 5.4 MLD water 18.6 Meter Billed unmetered MLD consumption: Authorised (77.5%) consumption 13.2 MLD

Unbilled authorised consumption: 0 MLD Unauthorised use: losses Idgah GSR 4.07 MLD Non Idgah WTP Apparent Groundwater Idgah GSR revenue Majalgaon WTP Idgah water 3 wells Leakage on transmission Total: 24 MLD Idgah 5.4 MLD Bulk purchase of mains 1 MLD Nalvandi (22.5%) surface raw Shashkiya Doodh Leakage on distribution Dairy water Real losses line and at service Dhanura Total: 24 MLD connection 0.3 MLD Shahunagar Leakage on transmission on transmission Leakage mains 1 MLD Total : 23 MLD Leakage on distribution line and on distribution Leakage 0.3 MLD connection service at

Bhusawal: Existing situation

Background Information

 Area (sq. km): 13.38

 Population: 1,86,444

 Slum population: 11.33% of total population  Number of slums: 17

 Number of wards: 47

Performance of Water Supply System

100 120 100 30

90 90 99 25 100 80 80

70 66 70 20 80 15 60 60 15 50 46 50 60 40 40 10

30 30 40 23 5 20 20 0.75 10 20 10 0 0 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 41 Schematic Diagram of Water Supply System: Bhusawal

System input volume: Revenue water: 26 MLD 18.6 MLD

Meter Billed metered Revenue consumption: 18.6MLD water 18.6 Meter Billed unmetered MLD consumption: Authorised (71.53%) consumption 0 MLD

Unbilled authorised consumption: 0.1 MLD Unauthorised use:

losses 0.4 MLD Non

Wat er work Apparent Bulk purchase WTP 1 revenue of raw water WTP 2 Jamer road water Total: 26 MLD Leakage on transmission Khadaka road Total: 23 MLD mains 3.93 MLD 7.4 MLD Ambedkarnagar (28.46%)

Total : 22.07 MLD Leakage on distribution

Real losses line and at service

connection 2.97 MLD

Leakage on transmission on transmission Leakage mains 3.93 MLD Leakage on distribution line and on distribution Leakage at service connection 2.97 MLD Chandrapur: Existing Situation

Background Information

 Area (sq. km): 56.28 N

 Population: 3,21,436

 Slum population: 11.33% of total population  Number of slums: 80

 No. of wards: 61 Erai Dam 41 MLD; 22 km; closed condui Performance of Water Supply System

100 160 100 30 30

90 90 134 140 25 80 80 Chandrapu 120 r 70 70 20 57 60 100 60 Erai 15 River10.5ML 50 50 80 D 40 40 10 31 60 30 30 18 5 20 40 20 2 Ballarpur Wardha 10 10 (B) 20 0 River 0 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 43 Schematic Diagram of Water Supply System: Chandrapur

System input volume: Revenue water: 53.4 MLD 35.43 MLD

Meter Billed metered Revenue consumption: 35.43 MLD water 35.43 Meter Billed unmetered MLD consumption: Authorised (66.34 %) consumption 0 MLD

Unbilled authorised consumption: 0.94 MLD Unauthorised use: losses

ND Ghutkala Non Groundwater Ramnagar WTP Apparent Ramnagar no. 1 revenue 18 wells Tukum WTP water Ramnagar no. 2 Leakage on transmission Total: 51.9 MLD 17.97 Irani river Tukum mains 1.5 MLD MLD Bulk purchase Bengali camp of raw water (33.65 %) Leakage on distribution Babupeth no. 1 Real losses line and at service Total: 53.4 Mahakali: connection 15.53 MLD MLD Sastrinagar:

on transmission Leakage mains 1.5 MLD Babupeth no. 2 Total : 51.9 MLD Leakage on distribution line and on distribution Leakage service 15.53 MLDconnection at Gondia: Existing situation

Background Information

 Area (sq. km): 18.08

 Population: 1,32,889

 Slum population: 33.97% of total population  Number of Slums: 58

 Number of wards: 39 MJP BORE Performance of Water Supply System

100 50 100 30 30 93 45 90 45 90 25 80 40 80 70 35 70 20 60 55 60 30 15 50 50 43 39 25 40 40 10 20 30 30 15 5 4 20 20 10 10 10 0 5 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 45 Schematic Diagram of Water Supply System: Gondia

System input volume: Revenue water: 11 MLD 6.9 MLD

Meter Billed metered Revenue consumption: 5.7 MLD water 6.9 MLD Meter Billed unmetered (62.72%) consumption: Authorised

consumption 1.2 MLD

Unbilled authorised consumption: 0 MLD Unauthorised use: losses 0.16 MLD Non

Railtoly Gondia, Apparent revenue Wain Ganga River Kudwa WTP Ganj Ward Gondia water Leakage on transmission Total: 11 MLD Total: 10 MLD Total: 9 MLD mains 2 MLD 4.06 MLD (36.90%) Leakage on distribution

Real losses line and at service connection 1.9 MLD

Leakage on transmission on transmission Leakage mains 2 MLD Leakage on distribution line and on distribution Leakage 1.9 MLD connection service at Ichalkaranji: Existing situation

Background Information

 Area (sq. km): 29.84

 Population: 2,87,695

 Slum population: 9.79% of total population  Number of slums: 19

 Number of wards: 57

Performance of Water Supply System 30 28 100 160 151 100 90 90 140 25 80 75 80 120 70 70 20

60 53 100 60 15 50 50 80 40 40 36 10 60 30 30 5 0.9 20 40 20 3 10 10 0 20 0 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 47 Schematic Diagram of Water Supply System: Ichalkaranji

System input volume: Revenue water: 66 MLD 41.94 MLD

Meter Billed metered Revenue consumption: 0.16 MLD water 41.94 Meter Billed unmetered MLD consumption: Authorised (63.54%) consumption 41.78 MLD

Unbilled authorised consumption: 1.4 MLD Unauthorised use: losses 0 MLD Non A zone B zone Apparent revenue Krushna River WTP C zone water

Leakage on transmission Panch ganga Head Total: 49.16 MLD D zone 24.06 Shahapur mains 17.87 MLD Works Jawaharnagar MLD (36.45%) Total: 66 MLD Yashwantnagar Leakage on distribution Thorat Chowk Real losses line and at service Natyagruha ESR connection 4.79 MLD Khanhire Estate Leakage on transmission on transmission Leakage mains 17.87 MLD Tambe mala ESR Total : 48.13 MLD Leakage on distribution line and on distribution Leakage service 4.79 MLDconnection at Jalna: Existing Situation

Background Information

 Area (sq. km): 81.86

 Population: 2,85,349

 Slum population: 25.74% of total population  Number of slums: 53

 Number of wards: 18

Performance of water supply system

100 35 100 30

90 90 30 29 25 80 80

70 25 70 20 60 60 60 60 20 15 50 50

40 15 40 10 31 6 30 30 10 5 20 20 0.2 10 5 10 0 0 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 49 Schematic Diagram of Water Supply System: Jalna

System input volume: Revenue water: 16 MLD 7.15 MLD

Meter Billed metered Revenue consumption: 0 MLD water 7.15 Meter Billed unmetered MLD consumption: Authorised (44.68 %) consumption 7.15 MLD

Unbilled authorised consumption: 0 MLD Unauthorised use: Nutan Vasahat losses 2.75 MLD Non

Survey No. 488 Apparent revenue Ghanewali Talav Ghanewali Panchayat Samiti water Leakage on transmission Bulk purchase of raw Ambad WTP Ghati Hosp 8.85 Mastgadh: mains 5.5 MLD Total: 13 MLD water Shabbir Ali MLD (55.31%) Total: 16 MLD Ramnagar Leakage on distribution Kadrabad Real losses line and at service Sadar Bazar connection 0.6 MLD Total: 10.5 MLD Leakage on transmission on transmission Leakage mains 5.5 MLD Leakage on distribution line and on distribution Leakage 0.6 MLD connection service at Latur: Existing situation

Background Information

 Area (sq. km): 33

 Population: 3,82,754

 Slum population: 34% of total population  Number of slums: 73

 Number of wards: 22

Performance of Water Supply System

100 70 100 30 90 90 60 90 60 25 80 80 70 70 50 70 20 15 60 60 40 15 50 50

40 30 40 10

30 30 20 5 20 20 1 10 10 10 0 0 0 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 51 Schematic Diagram of Water Supply System: Latur

System input volume: Revenue water: 71 MLD 45.9 MLD

Meter Billed metered Revenue consumption: 45.9 MLD water 45.9 Meter Billed unmetered MLD consumption: Authorised (64.64%) consumption 0 MLD

Unbilled authorised consumption: 0.03 MLD Unauthorised use: ESR losses 20 MLD Non

Government Colony Apparent revenue Sai Head Works Harangul WTP MJP Office water Warvanti WTP Leakage on transmission Nagzari Head Ambejogai Road 25.1 mains 2.7 MLD Works Arvi WTP Ashok Hotel MLD (35.35%) Dhanegaon Dam Total: 70 MLD Gandhi chowk Leakage on distribution

Total: 71 MLD Dalda Factory Real losses line and at service connection 2.37 MLD Naka New Leakage on transmission on transmission Leakage mains 2.7 MLD Nanded Naka Old Saraswati Colony Leakage on distribution line and on distribution Leakage service 2.37 MLDconnection at Basweshwar Colony Total: 68.3 MLD Panvel: Existing Situation

Background Information

 Area (sq. km): 12.17

 Population: 1,90,000

 Slum population: 5.76% of total population  Number of slums: 15

 Number of wards: 38

Performance of Water Supply System

100 99 120 100 30 30 109 90 90 25 100 80 80

70 66 70 20 80 60 60 15 50 50 60 40 40 10

30 40 30 19 5 20 20 1.3 10 20 10 0 1 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 53 Schematic Diagram of Water Supply System: Panvel

System input volume: Revenue water: 25.36 MLD 20.29 MLD

Meter Billed metered Revenue consumption: 2.5 MLD water 20.29 Meter Billed unmetered MLD consumption: Authorised (80.00%) consumption 17.79 MLD

Unbilled authorised consumption: 0.021 MLD Unauthorised use: Hariom nagar losses 0 MLD Non

Behind ST stand (2 Apparent revenue Bulk purchase of WTP WDS) water treated water Total: 16 MLD Leakage on transmission Patel Mohalla mains 4.92MLD 5.07 Deharang Dam Wadhghar (MIDC) MLD (19.99%) Total: 25.36 MLD Podi (MJP) Leakage on distribution

Total: 20.44 MLD Real losses line and at service connection 0.13 MLD

Leakage on transmission on transmission Leakage mains 4.92 MLD Leakage on distribution line and on distribution Leakage service 0.13 MLDconnection at Parbhani: Existing Situation

Background Information

 Area (sq. km): 57.61

 Population: 3,07,000

 Slum population: 43.04% of total population  Number of slums: 71

 Number of wards: 57

Performance of Water Supply System 100 30 100 30 28 90 90 25 25 80 73 80

70 70 20 20 60 60 51 15 50 50 15 10 38 40 40 10 30 10 30

20 20 5 5 0.5 10 10 0 0 0 0 Hours of supply (hrs) Coverage of Coverage of 0 Consumer Non WS distribution Per capita supply at metering Revenue Days of supply (days connections network (%) consumer end (lpcd) (%) Water (%) per month ) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 55 Schematic Diagram of Water Supply System: Parbhani

System input volume: Revenue water: 17.7 MLD 8.03 MLD

Meter Billed metered Revenue consumption: 0 MLD water 8.03 Meter Billed unmetered MLD consumption: Authorised (45.36%) consumption 8.03 MLD

Unbilled authorised consumption: 0.7 MLD Vidhyanagar Unauthorised use: Dargha losses 3.5 MLD Non Apparent Vidhyanagar Groundwater WTP revenue 1 well Rameshwar Mamta colony water Total: 16.5 MLD Leakage on transmission Bulk purchase of Khaja col mains 2.78 MLD 9.67 raw water Khandoba MLD Yusuf colony (54.63%) Leakage on distribution Total: 17.4 MLD Police quarter Civil hospital Real losses line and at service MIDC connection 2.69 MLD Rajgopal chari Leakage on transmission on transmission Leakage mains 2.78 MLD Total : 14.92 MLD

Leakage on distribution line and on distribution Leakage service 2.69 MLDconnection at Satara: Existing Situation

Background Information

 Area (sq. km): 8.15

 Population: 1,20,079

 Slum population: 9.16% of total population  Number of Slums: 21

 Number of wards: 39

Performance of Water Supply System

100 100 140 100 30 30

90 87 90 120 116 25 80 80

70 100 70 20

60 60 80 15 50 50

40 60 40 10 30 30 23 40 22 5 20 20 1 10 20 10 0 0 Hours of supply (hrs) 0 Coverage of Coverage of 0 Consumer Non WS distribution Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 57 Schematic Diagram of Water Supply System: Satara

System input volume: Revenue water: 19 MLD 12.75 MLD

Meter Billed metered Revenue consumption: 0 MLD water 12.75 Meter Billed unmetered MLD consumption: Authorised (67.10%) consumption 12.75 MLD

Unbilled authorised consumption: 0.7 MLD Koteshwar ESR Unauthorised use: Jakatwadi GSRs & losses ND Non

Apparent Bulk purchase of Sambarwadi WTP ESRs revenue treated water. Jakatwadi WTP Mahadare tank: water Treated water Mhardare WTP Leakage on transmission

supplied by MJP Sambharwadi mains 1.8 MLD 6.25 Mhardare Tank Total: 18.5 MLD GSRs and ESRs MLD Kas Dam (32.89%) MJP Leakage on distribution

Total : 17.2 MLD Real losses line and at service Bulk purchase connection 3.75 MLD raw water

on transmission Leakage mains 1.8 MLD Total: 19 MLD Leakage on distribution line and on distribution Leakage service 3.75 MLDconnection at Wardha: Existing Situation

Background Information

 Area (sq. km): 7.44

 Population: 1,06,439

 Slum population: 17% of total population  Number of Slums: 17

 Number of wards: 13

Performance of Water Supply System

100 100 140 100 30

90 90 120 115 25 80 80

70 100 70 20 15 60 54 60 80 15 50 50 40 40 60 40 10

30 30 40 5 20 20 0.75 10 20 10 0 0 0 Hours of supply (hrs) 0 Coverage of Coverage of Consumer Non WS distribution 0 Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 59 Schematic Diagram of Water Supply System: Wardha

System input volume: Revenue water: 16 MLD 9.8 MLD

Meter Billed metered Revenue consumption: 0 MLD water 9.8 Meter Billed unmetered MLD consumption: Authorised (61.25%) consumption 9.8 MLD

Unbilled authorised consumption: 2.8 MLD Unauthorised use: Ram Nagar Old losses 0.75 MLD Non

Ram Nagar New Apparent Panvar - Bulk Panvar WTP revenue purchase of raw Hanuman Tekadi Dayal Nagar water Leakage on transmission water WTP Indira Nagar 6.2 MLD mains 2.3 MLD Total: 14.6 MLD Snehal nagar New (38.75 %) Yelakeli Bulk Purchase Raw Total: 13.7 MLD Leakage on distribution

Wat er Real losses line and at service connection 0.35 MLD Total: 16 MLD on transmission Leakage mains 2.3 MLD Leakage on distribution line and on distribution Leakage service 0.35 MLDconnection at Yavatmal: Existing situation

Background Information

 Area (sq. km): 10.17

 Population: 1,16,714

 Slum population: 38% of total population  Number of alums: 25

 Number of wards: 40

Performance of Water Supply System 100 100 180 169 100 30 89 90 160 90 25 80 80 140 70 70 20 120 15 60 60 100 15 50 50 80 40 34 40 10 30 60 30 24 5 20 40 20 1.5 10 20 10 0 0 Hours of supply (hrs) 0 Coverage of Coverage of 0 Consumer Non WS distribution Days of supply (days Per capita supply at metering Revenue connections network (%) per month ) consumer end (lpcd) (%) Water (%) (%) Source: Compiled from PIP Reports of Class ‘A’ Cities of Maharashtra developed under PAS Project 61 Schematic Diagram of Water Supply System: Yavatmal

System input volume: Revenue water: 29.9 MLD 22.13 MLD

Meter Billed metered Revenue consumption: 22.13 MLD water 22.13 Meter Billed unmetered MLD consumption: Authorised (74.01 %) consumption 0 MLD

Unbilled authorised consumption: 0 MLD Unauthorised use: Godhani losses 0 MLD Non

Godni new Apparent Chapdom Dam Chapdom WTP revenue Nilona Dam Nilona WTP Darda nagar water Leakage on transmission Total: 29.9 MLD Total: 29.3 MLD Waghapur 7.77MLD mains 6.1 MLD

Pimpalgaon (25.98 %)

Total: 23.8 MLD Leakage on distribution

Real losses line and at service connection 1.67 MLD

Leakage on transmission on transmission Leakage mains 6.1 MLD Leakage on distribution line and on distribution Leakage service 1.67 MLDconnection at Thank You

PAS Project