Ulhasnagar CDP

TABLE OF CONTENTS

LIST OF TABLES ...... 4 LIST OF CHARTS ...... 6 LIST OF FIGURES ...... 6

CHAPTER 1: INTRODUCTION ...... 10 1.1 URBANISATION: A BRIEF...... 10

1.2 INTRODUCTION TO JNNURM ...... 12

1.3 CITY DEVELOPMENT PLAN ...... 13

1.4 SCOPE OF WORK ...... 15

1.5 APPROACH AND METHODOLOGY...... 15

CHAPTER 2: PROFILE OF ULHASNAGAR TOWN...... 18 2.1 INTRODUCTION TO ULHASNAGAR...... 18

2.2 LANDUSE ...... 21

CHAPTER 3: DEMOGRAPHY AND ECONOMY ...... 26 3.1 DEMOGRAPHIC PROFILE...... 26

3.2 SOCIO-ECONOMIC CONDITIONS...... 31

3.3 POPULATION PROJECTIONS...... 34

CHAPTER 4: PHYSICAL INFRASTRUCTURE ...... 40 4.1 WATER SUPPLY...... 40

4.2 SEWAGE SYSTEM ...... 46

4.3 STORM WATER DRAINAGE...... 50

4.4 SOLID WASTE MANAGEMENT...... 53

4.5 TRAFFIC AND TRANSPORTATION ENGINEERING ...... 57

CHAPTER 5: SOCIAL INFRASTRUCTURE ...... 66 5.1 HEALTH FACILITIES...... 66

5.2 EDUCATIONAL FACILITIES ...... 70

5.3 RECREATIONAL AND ENTERTAINMENT FACILITIES ...... 73

1 Ulhasnagar CDP

CHAPTER 6: URBAN POOR...... 78 6.1 SCHEMES FOR URBAN POOR...... 79

6.2 SLUMS IN ULHASNAGAR ...... 80

6.3 APPROACH / METHOD FOR IMPLIMENTATION ...... 84 CHAPTER 7: ENVIRONMENTAL MANAGEMENT ...... 88 7.1 MANAGEMENT OF TOPOGRAPHIC FEATURES...... 89

7.2 MANAGEMENT OF THE HYDROLOGICAL REGIME ...... 89

7.3 MAINTENANCE OF ENVIRONMENTAL QUALITY STANDARDS ...... 90

CHAPTER 8: REVIEW OF MUNICIPAL FINANCE ...... 94 8.1 FRAMEWORK FOR ANALYSIS ...... 94

8.2 SALIENT FEATURES OF MUNICIPAL FINANCES OF UMC ...... 95

8.3 FINANCIAL STATUS AT A GLANCE...... 96

8.4 REVENUE ACCOUNT...... 97

8.5 CAPITAL ACCOUNT ...... 103

8.6 COST RECOVERY ON SERVICES ...... 104

8.7 KEY FINANCIAL INDICATORS...... 106

8.8 KEY ISSUES REGARDS FINANCIAL CONDITION OF UMC...... 108

CHAPTER 9: CITY DEVELOPMENT VISION & PLAN ...... 109 9.1 SWOT ANALYSIS ...... 109

9.2 STAKEHOLDER’S MEETING...... 110

9.3 FORMULATING VISION STATEMENT ...... 112

CHAPTER 10: CITY DEVELOPMENT STRATEGY...... 115 10.1 STRATEGY FOR WATER SUPPLY SECTOR ...... 115

10.2 STRATEGY FOR SEWERAGE SYSTEM ...... 120

10.3 STRATEGIES FOR SOLID WASTE MANAGEMENT ...... 122

10.4 STRATEGIES FOR DRAINAGE SYSTEM ...... 125

10.5 TRAFFIC AND TRANSPORT INFRASTRUCTURE PROPOSALS ...... 130

2 Ulhasnagar CDP

CHAPTER 11: INVESTMENT CAPACITY AND SUSTENANCE139 11.1 FINANCING STRATEGIES FOR THE CIP...... 140

11.2 FINANCE PROJECTIONS – FINANCIAL OPERATING PLAN...... 140

11.3 INVESTMENT CAPACITY/ SUSTENANCE ...... 142

CHAPTER 12: ANNEXURES ...... 144

3 Ulhasnagar CDP

LIST OF TABLES

Table 1-1 : Approach and Methodology ...... 16 Table 1-2 : CDP Process ...... 17 Table 2-1: Comparison of percentage of developed area from 1969 to 1996...... 22 Table 2-2: Area earmarked for different landuse and the relative percentages...... 22 Table 2-3: Existing Land-use Pattern for Ulhasnagar and relative percentages...... 23 Table 3-1: Population Trends and Growth ...... 26 Table 3-2: Demographic information of Kalyan-Dombivali Muncipal Corporation (KDMC) and Ambernat Municipal Council (AMC) ...... 27 Table 3-4: Ward wise population and density in Ulhasnagar...... 29 Table 3-4: Population density trends ...... 30 Table 3-5: Status of Literacy...... 31 Table 3-6: Status of Workforce Participation ...... 32 Table 3-7: Showing Main Worker population data 2001...... 32 Table 3-8: Marginal Worker Population Data 2001...... 33 Table 3-9: Primary Population Projections...... 35 Table 3-10: Projected population ...... 37 Table 4-1: Development of water supply schemes in Ulhasnagar ...... 40 Table 4-2: List of Water Supply Projects undertaken ...... 41 Table 4-3: Future water demand for projected population and storage capacity required...... 45 Table 4-4: Components of the existing sewage disposal system ...... 47 Table 4-5: Details of the sewer network layout...... 47 Table 4-9: Sanitation in Ulhasnagar Municipal Corporation ...... 49 Table 4-7: Projected sewerage generation ...... 50 Table 4-8: Vehicles Used for collecting waste from different activities...... 54 Table 4-9: Details of the existing Garbage collection equipments ...... 55 Table 4-10: Projected Solid waste scenario...... 56 Table 4-11: Projected Solid waste (categorically) generation in MT...... 56 Table 4-12: Land-use Pattern for Ulhasnagar...... 58 Table 4-13: Vehicle Registration data for Ulhasnagar...... 61 Table 4-14: Road Condition in UMC...... 63 Table 4-15: Road condition in Ulhasnagar Municipal Corporation ...... 63 Table 5-1: Health Facilities available in Ulhasnagar town...... 66 Table 5-2: Existing and Projected Requirements for Nursing homes, child welfare and maternity centers...... 68 Table 5-3: Existing and Projected Requirements for Government Hospitals ...... 68 Table 5-4: Existing and Projected Requirements for Polyclinic ...... 68 Table 5-5: Existing and Projected Requirements for Dispensary ...... 69 Table 5-6: Planning Standards for Health Facilities...... 69

4 Ulhasnagar CDP

Table 5-7: Higher education facilities available in Ulhasnagar...... 70 Table 5-8: Educational Facilities available in Ulhasnagar city ...... 70 Table 5-9: Projected Requirements of Primary Schools ...... 72 Table 5-10: Projected Requirements of Secondary Schools...... 72 Table 5-11: Recreational Area requirement as per UDPFI...... 75 Table 5-12: Future Requirement of Social Facilities...... 76 Table 6-1: Statistics for slums in Ulhasnagar...... 81 Table 6-2: Decadal record of housing construction permissions granted in UMC...... 83 Table 6-3: Decadal record of number of registered properties in the UMC area...... 83 Table 6-4: Tenements constructed in UMC area ...... 83 Table 6-5: Estimate of Redevelopment of Slums (Cost in lakhs)...... 87 Table 6-6: Investment phasing meeting the gap...... 87 Table 6-7: Share of funds for BSUP scheme...... 87 Table 8-1: Financial Status at a Glance ...... 96 Table 8-2: Source-wise revenue income...... 97 Table 8-3: Property Taxation Rates...... 98 Table 8-4: Nos. of Property Tax Assessments ...... 98 Table 8-5: Property tax – DCB statement...... 99 Table 8-6: Application of funds by head of Account ...... 100 Table 8-7: Section wise establishment expenditure...... 101 Table 8-8: Section wise O&M expenditure ...... 102 Table 8-9: Debt Liability of UMC...... 102 Table 8-10: Capital Income (incl. Water Account) ...... 103 Table 8-11: Capital Expenditure (incl. Water Account) ...... 103 Table 8-12: Water Tariff Structure...... 104 Table 8-13: DCB Statement: Water Charges Domestic...... 105 Table 8-14: DCB Statement: Water Charges - Non Domestic...... 105 Table 8-15: Cost Recovery – Water Supply ...... 105 Table 8-16: Key Financial Indicators ...... 106 Table 10-1: Ongoing projects and their status...... 115 Table 10-2: Cost estimate of components in the water supply system...... 117 Table 10-3: Costing considering Escalation...... 118 Table 10-4: Strategies and Action plan to deal with water shortages...... 119 Table 10-5: Investment phasing in Rs. Lakhs for up gradation of water supply scheme ...... 119 Table 10-6: Strategies and Action plan to deal with upgrading sewerage system...... 121 Table 10-7: Investment in (Rs. lakhs) required meeting the gap...... 121 Table 10-8: SWM Infrastructure Required...... 123 Table 10-9: Strategies and Action plan to deal with upgrading sewerage system...... 124 Table 10-10: Investment in (Rs. crores) required meeting the gap...... 124 Table 10-11: List of Storm Water Drains...... 126

5 Ulhasnagar CDP

Table 10-12: Investment in (Rs. lakhs) required meeting the gap...... 129 Table 10-13: Development of parking areas as per DP reservations ...... 133 Table 10-14: Development of Truck terminal ...... 133 Table 10-15: Station Area Improvement Scheme...... 134 Table 10-16: Traffic and Transportation Improvement Program...... 137 Table 10-17: Traffic and Transportation Improvement Program...... 138 Table 11-1: Important assumptions made in the projections...... 140 Table 11-2: CIP Funding Pattern ...... 143

LIST OF CHARTS Chart 2-1: Landuse Categories...... 23 Chart 3-1 : Total Population Trends...... 26 Chart 3-2: Growth Rate Trend...... 27 Chart 3-3: Variation of population in the wards in 1991-2001 ...... 30 Chart 3-4: Status of Literates in Ulhasnagar...... 31 Chart 3-5: Workforce population data 2001...... 32 Chart 3-6: Break-up of Main Workers ...... 33 Chart 3-7: Break-up of Marginal Workers ...... 33 Chart 3-8 : Incremental Increase Method...... 35 Chart 3-9 : Geometric Progress method...... 36 Chart 3-10 : Arithmetical Progression Method ...... 36 Chart 3-11: Projected population ...... 37 Chart 4-1: Vehicle composition in Ulhasnagar ...... 61 Chart 4-2: Road conditions in Ulhasnagar...... 63

LIST OF FIGURES Figure 2-1: Location of Mumbai in Maharashtra...... 18 Figure 2-2: Ulhasnagar in Mumbai Metropolitan Region...... 19 Figure 2-3: Road and Rail Network...... 20 Figure 2-4: Landuse map for Ulhasnagar ...... 24 Figure 3-1: Distribution of wards in Ulhasnagar...... 28 Figure 3-2: Population Density for Design year 2031...... 39 Figure 4-1: Water Supply Zones ...... 42 Figure 4-2: Water Distribution Network...... 43 Figure 4-3: Map showing hierarchy of existing sewage collector network ...... 48 Figure 4-4: Areas submerged during July 2005 floods...... 51 Figure 4-5: Compactor engaged in garbage collection...... 54 Figure 4-6: Landfill...... 56 Figure 4-7: Status of Roads in Ulhasnagar ...... 59 Figure 4-8: Exiting road widths in Ulhasnagar...... 60

6 Ulhasnagar CDP

Figure 5-1: Map showing reservations for Health Infrastructure in Ulhasnagar ...... 67 Figure 5-2: Map showing reservations for schools in Ulhasnagar...... 71 Figure 6-1: Map showing location of declared and undeclared slums in Ulhasnagar...... 81 Figure 7-1: Topography of Ulhasnagar...... 89 Figure 8-1: ULB Finance Assessment – Analysis Framework...... 94 Figure 9-1: Stakeholders consultation conduted at town hall...... 110 Figure 9-2: Member commenting on the CDP...... 111 Figure 9-3: Commissioner addressing to the comments ...... 111 Figure 9-4: Members filling the questionnaire ...... 112

7 Ulhasnagar CDP

LIST OF ANNEXURES Annexure 1: Projected population for 25 wards ...... 144 Annexure 2 : List of Tanks and overhead water tanks ...... 145 Annexure 3 : List of Pumping Stations with reference to capacity and area of water supply coverage 146 Annexure 4 : List of Booster Pumping Stations in Ulhasnagar...... 148 Annexure 5 : List of Slumps at various Booster Pumping Stations ...... 149 Annexure 6 : Projected Population and households ...... 150 Annexure 7 : Landuse...... 150 Annexure 8 : List of slums in Ulhasnagar...... 151 Annexure 9 : Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Prabhat Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits ...... 152 Annexure 10 : Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Near Shivaji Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits ...... 152 Annexure 11 : Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Shreeram Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits...... 152 Annexure 12: Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Shastri Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits...... 153 Annexure 13: Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Near Nehru Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits ...... 153 Annexure 14: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near Central Police Station during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits...... 154 Annexure 15: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “O.T. Ulhasnagar No.3” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits...... 154 Annexure 16: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “Aman Talkies” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits...... 154 Annexure 17: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “Sheetal Das Khemani High School” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits. ....154 Annexure 18: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “Gol Maidan” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits...... 155 Annexure 19 : Analysis of Drinking Water Quality at MIDC WTP Camp 1, Tap Water from Mukund Nagar Camp 1 and Master Balancing Reservoir Outlet Camp 2 on 13.07.2004, Ulhasnagar...... 156 Annexure 20: Analysis of Drinking Water Quality at Ramabai Ambedkar Nagar Common Tap, Camp 2 Tap water at Barrackes No.747 Camp 2 and Hari Om Nagar Tap Water Camp 2 on 13.07.2004, Ulhasnagar...... 158 Annexure 21: Analysis of Drinking Water Quality at ESR Outlet near Pancharatna Netaji Camp 5, ESR Outlet near Water Supply Office Camp 5, and ESR Outlet near Sobhraj Garden Camp 5 on 13.07.2004, Ulhasnagar...... 160 Annexure 22: Analysis of Drinking Water Quality at ESR Outlet near Tanaji Nagar Camp 1, Tap Water at Saijeevanram Hsg. Society, Gaikwad Pada, Camp 5, and Canteen Shaheed DT Kalani MT Primary School Camp 5 on 13.07.2004, Ulhasnagar...... 162

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Annexure 23: Analysis of Drinking Water Quality at Kalimata Mandir Slum Area Tap water Camp 3, Tap Water Camp 3, Chopra Court Residential, Camp 3, and Ulhasnagr Station Naka Camp 3 on 13.07.2004, Ulhasnagar...... 164 Annexure 24: Analysis of Drain /Sewage /Industrial Area /Dumping Yard /Groundwater /Borewell Sample Quality at Giridhari Industrial Area Camp 3, MT Nagar Camp 3, and Kalimata Mandir Camp 3 on 13.07.2004, Ulhasnagar...... 166 Annexure 25: Analysis of Drain /Sewage /Industrial Area /Dumping Yard /Groundwater /Borewll Sample Quality at Chandibai College Camp3, Nallah at Giridhar Industiral Area Camp 3, and Waldhuni Nallah Upstream Camp 3 on 13.07.2004, Ulhasnagar...... 168 Annexure 26: Analysis of Drain /Sewage / Industrial Area /Dumping Yard /Groundwater /Borewell sample Quality at Waldhuni Nallah Downstream Camp3, Borewell waer near Dumptin gsite – Khadi Machine Camp 5, and near Durga Mata Mandir Industrial Effluent Camp 5 on 13.07.2004, Ulhasnagar...... 170 Annexure 27: Analysis of Drain /Sewage /Industrial Area / Dumpting Yard / Groundwater /Borewell sample Quality at Waldhuni Nallah Upstream Camp 3, and Khemani Dhobi Ghat Century Nallah Camp ½, on 13.07.2004, Ulhasnagar...... 172 Annexure 28: Income & Expenditure Statement ...... 174 Annexure 29: Income & Expenditure Statement-Sectoral Contribution ...... 177 Annexure 30: Income & Expenditure Statement-Growth Trends...... 179 Annexure 31: Per Capita -Income & Expenditure Statement ...... 181 Annexure 32 : Members present during the 5th Septmber, 2007 Officials Stakeholder’s meeting ...... 183 Annexure 33: Minutes of the meeting held on 5th September 2006, at Ulhasnagar Municipal Corporation with the Municipal Commissioner & other Officers...... 184 Annexure 34 : Members present during the 31st May Public Stakeholder’s meeting...... 186 Annexure 35: Minutes of the meeting held on 31st May 2007, at town hall, Ulhasnagar with the Public Stakeholders & other Officers...... 188 Annexure 36 : Road Improvement as Per Development Plan Width...... 191 Annexure 37 : Railway Over Bridges and Foot Over Bridges ...... 230 Annexure 38 : Development of Parking Facilities ...... 230 Annexure 39 : Station Area Improvement Schemes...... 231 Annexure 40 : Rate Analysis for Road Resurfacing / Improvement Items...... 231 Annexure 41 : RA sheet for per lane per km -- CONCRETE ROAD...... 232 Annexure 42 : Rate Analysis for Road widening items...... 234 Annexure 43 : Water Supply System...... 236 Annexure 44 : Sewerage System...... 238 Annexure 45 : Solid Waste Management...... 240 Annexure 46 : Assumptions for FOP...... 242 Annexure 47 : Results of FOP for Sustainable Investment...... 253 Annexure 48 : Summary of Total Investments for Physical Infrastructure ...... 255 Annexure 49 : Summary of Total Investments for Urban Poor ...... 256

9

INTRODUCTION

1.1 URBANISATION: A BRIEF

1.2 INTRODUCTION TO JNNURM

1.3 CITY DEVELOPMENT PLAN

1.4 SCOPE OF WORK

1.5 APPROACH AND

METHODOLOGY Ulhasnagar CDP

CHAPTER 1: INTRODUCTION

1.1 Urbanisation: A Brief

1.1.1 Introduction and World Scenario:

Urbanization refers to a process, which interprets the spatial scales and growing population with spurring economic activities. Urbanization refers to a process when large proportion of population prefers living in cities and the suburbs of cities. Historically, urbanization is closely connected with Industrialization. Surpluses increased in both agriculture and industry as inanimate source of energy was utilized to enhance human productivity (industrialization). Thus, larger and larger proportions of population were getting pull by the increasing opportunities. Economic forces were such that cities became the ideal places to locate factories and their workers.

At present with increasing rate of Industrialization and thus Urbanization, it is estimated that by 2030, 2 out of every 3 people will be in urban world, with most of explosive growth in developing cities. Another estimates supports that by 2030, 60% of world’s population will be living in cities. The urban population (UN, 1993) was estimated to be 2.96 billion in 2000 and 3.77 in 2010. It was estimated that nearly 50 million people are added to the world's urban population and about 35 million to the rural population each year. The share of world's population living in urban centers has increased from 39% in 1980 to 48% in 2000. The developed countries have higher Urbanization level (76% in 2000) compared with developing countries (40% in 2000). The Urbanization level has almost stabilized in developed countries. Africa and Asian countries are in the process of Urbanization.

1.1.2 Indian context:

The pace of Urbanization is quite slow in India comparatively, but still it is among the largest urban systems in world. Particularly in India, migrants come to cities for not the attractive amenities and services but for the employment opportunities.

Number of urban agglomeration/towns has grown from 1827 in 1901 to 5161 in 2001. Number of population residing in urban areas has increased from 2.58 crores in 1901 to 28.53 crores in 2001. Only 28% of population was living in urban areas as per 2001 census. Over the years, there has been continuous concentration of population in Class I towns. On the contrary, the concentration of population in medium and small towns either fluctuated or declined. The graduation of number of urban centers from lower

10 Ulhasnagar CDP population size categories to class I cities has resulted top-heavy structure of urban population in India. India's Urbanization is often termed as over-Urbanization, pseudo- Urbanization. The big cities attained inordinately large population size leading to virtual collapse in the urban services and followed by basic problems in the field of housing, slum, water, infrastructure, quality of life etc. With this, after a certain period, the cities became metros and then mega cities. The mega cities have now more or less achieved the threshold, and are unable to provide the basic source of living that is land to live on.

To a certain extent, Urbanization, which can be planned as well as unplanned, has pronounced the need to develop hierarchy of settlements while giving birth to new urban ecology. Decentralized planning approach and suburbanization has given birth to new cities around the mother city. Witnessing the population growth, inflow of investments and upcoming development, becomes crucial to assess the growth and financial status of city with thrust on identification of problems and issues, infrastructure gaps, and situation of urban poor in city.

1.1.3 Status of Indian Cities and Planning Issues

In India, million plus cities has increased from 5 in 1951 to 23 in 1991 and to 35 in 2001. About 37% of the total urban population lives in these million plus/ UA cities. As per 2001 census the newly added million plus cities are 12 in numbers, they are Agra, Meerut, Nashik, Jabalpur, Jamshedpur, Asansol, Dhanbad, Faridabad, Allahabad, Amritsar, Vijaywada, Rajkot. As the Indian cities are growing, they are facing issues related to infrastructure and municipal governance.

With India’s economy growing at a modest speed, it has pronounced urbanization at various levels. With new development taking place in cities, it becomes equally important, that adequacy of infrastructure and services continues in the same fashion. Due to long gestation period involved in infrastructure projects private sector participation is very less, thus there is need to generate resources at the local level to fill the gap for infrastructure constraints.

Large cities with the growing employment opportunities are attractive to the masses. The rising graph of in-migration in cities has direct effect on the city’s profile both- physically and socially. Thus, the cities develop and with the development of cities, one needs to address the changing needs of city’s infrastructure also. To direct the growth and investment decisions for a city, a visionary document, which is based on the dipstick study of existing profile of city, has to be prepared. Based on consistent and logical framework, comprehensive management can be undertaken at city level with generation of resources. A strategy which is multi sectoral and addresses multi dimensional issues pertaining to city has to be framed with value addition to the city

11 Ulhasnagar CDP image. It will address social, physical, and infrastructural issues of city. The strategy is to facilitate development of unplanned areas and to channelise the planned development as per the plans.

Until this date, many policiy reforms were made to tackle the above stated issues. Schemes like IDSMT have been promoted. In the same league, the government has recently announced for urban renewal fund under Jawaharlal Nehru National Urban Renewal Mission (JNNURM). Such attempts have been made to give city planning a holistic approach while dealing with the basic problems and addressing issues like poverty and lack of housing. To channelise the growth of city in planned fashion with thrust on improving infrastructure services and condition of urban poor, “City Development Plan” is prepared. It is a visioning document addressing gaps and projecting investment plan to improve overall status of city. The project undertaken “City Development Plan for Ulhasnagar under JNNURM scheme” aims at identifying the constraints and looks at alternatives of financial options, which may emerge from various resources to undertake development of city for coming years in phased manner.

1.2 Introduction to JNNURM

The central government has launched JNNURM in the fiscal year of 2005 to encourage cities to bring about improvement in the existing services to make cities more sustainable in financial manner. The JNNURM consists of two sub-missions: the urban infrastructure and governance and basic services to urban poor. State governments and associated Urban Local Bodies wishing to draw from the 500 billion rupees allocated to the Jawaharlal Nehru National Urban Renewal Mission (JNNURM) over seven years, will first need to sign an agreement to implement a list of 13 mandatory items. A central government directorate will monitor the program and withhold funds from cities not implementing it. NSG has been formed to monitor the progress of the mission at central level.

Mumbai, Kolkata, Delhi, Bangalore, Chennai, Hyderabad, and Ahmedabad - India's cities with 4 million plus populations have been allocated 47.5 percent of the funds. The government has also assigned 47.5 percent of funds to the next 28 largest cities, having a population over 1 million. The remaining 5 percent of funds has been provided to 28 other cities that are state capitals or have religious or other significance.

However, the JNNURM plan is not directed at ameliorating the terrible conditions facing ordinary working people, but at satisfying the long-standing demands of business the prime objective of JNNURM as discussed in the brochure is to create

12 Ulhasnagar CDP economically productive, efficient, and responsive cities. The main focus of JNNURM is discussed as following:

• Integrated development of infrastructure services securing linkages between asset creation and maintenance for long run project sustainability • Accelerating the inflow of investments in urban infrastructure services • Planned development of cities including the peri-urban areas, outgrowth and urban corridors • Redevelopment and renewal of inner city areas • Universalization of urban services so as to ensure the availability to the urban poor segment of society.

1.2.1 Funding Pattern Under JNNURM:

A certain pattern for funding has been formalized by the central government where share of central, state and ULB’s is clearly defined based on the city’s population. For the cities with population more than 4 million, funding will be as 35:15:50 between central government, state government and ULB. The cities with population cap of 1 to 4 million will get funding after approval in the ratio of 50:20:30 and cities with less than 1 million population will be getting funding on 90:10:0 or 80:10:10 model of sharing between Central Government, State Government and ULB’s. Cities falling in the MMR will be funded in the pattern specified for 4 million plus population.

1.3 City Development Plan

A city development plan under JNNURM is spelled as a perspective and a vision for the future development of a city. It presents the current stage of the city’s development and sets out the directions of change. It identifies the thrust areas. It also suggests alternative routes, strategies, and interventions for bringing about the changes. It provides a framework and vision within which projects need to be identified and implemented. It establishes a logical and consistent framework for evaluation of investment decisions. A CDP is anchored on the Jawaharlal Nehru National Urban Renewal Mission (JNNURM) goal of creating economically productive, efficient, equitable and responsive cities. As a step to achieving this goal, the CDP focuses on the development of economic and social infrastructure, strategies that deal specifically with issues affecting the urban poor, strengthening of municipal governments, their financial accounting ,budgeting systems and procedures, creation of structures for bringing in accountability and transparency, and elimination of legal and other bottlenecks that have stifled the land and housing markets. It provides a basis for cities to undertake urban sector reforms that help direct investment into city-based

13 Ulhasnagar CDP infrastructure. It is essential for an Urban Local Bodies to systematically think of the future, and determine how it wishes to grow in coming years.

1.3.1 Objectives of the CDP

A CDP is essentially a strategy which focuses on the development of economic and social infrastructure, strategies that deal specifically with issues affecting the urban poor, strengthening of Municipal Governments and their financial accounting and budgeting systems and procedures, creation of system for bringing in accountability and transparency, Elimination of legal and other bottlenecks that have stifled the land and housing markets. It provides a basis for cities to undertake urban sector reforms that help direct investment into urban infrastructure. Thus it endeavors to achieve the goal of creating economically productive, efficient, equitable and responsive city. Traditional Master Planning and Project specific development approaches are no longer functional for cities facing multi-sectoral and multi-dimensional problems, which are interlinked and collectively must be analyzed, prioritized and addressed to stimulate or sustain economic growth to improve the quality of urban life. The problems are enormous but more importantly the benefits of successful cities are enormous. City Development Plans are one of the main building blocks of the new approach. The approach calls for an integrated broad coalitions of local stakeholders and development partners around various themes, to work together to develop a strategy for a particular city/urban area that reflects a broadly shared understanding of the city’s socioeconomic structure, constraints, and prospects and the shared ‘vision’ of goals, priorities, and the requirements.

City Development Plan (CDP) is both a perspective and a vision for the future development of a city which together identify ways of creating the conditions for sustainability of the city along four dimensions: Livability, Competitiveness, Good Management and Governance and Bankability. It presents the current state of the city’s development, sets out the directions of change and identifies the thrust areas. It also suggests alternative routes, strategies and interventions for bringing about the change. It provides a framework and vision within which projects need to be identified and implemented. It establishes a logical and consistent framework for evaluation of investment decisions. The CDP is the product of an extensive process, which involves public participation and consultations with various stakeholders in the City. The Plan forms a framework against which development decisions are taken. The Plan is extremely wide ranging and comprehensive, covering infrastructure, physical manifestations, transportation, social issues, environmental management and vital areas emphasizing the development of the city.

Developing a vision for city under JNNURM is an important exercise, which defines the thrust areas for futuristic development. A vision statement, which is formalized for

14 Ulhasnagar CDP a period, help developing and identifying growth parameters of city while projecting the futuristic approach. To attain sustainability for a city, stable financial status determines the upcoming projects. So, in order to achieve financial sustainability, JNNURM emphasises on City Investment Plan with focus on financing strategies.

A CIP (City Investment Plan) provides an estimate of level of investments, which are required to implement a CDP. It is based on the expenditure and revenue generated by the local bodies. It examines critically the expenditure undertaken in different heads in municipal body.

Following the same format, a City Development Plan for Ulhasnagar has been prepared to address the issues faced by city at core level. Ulhasnagar is a medium sized town in Mumbai Metropolitan Region (MMR) in Thane District of Maharashtra. It is at a distance of 58 Kilometers from Mumbai. Hence Ulhasnagar, belonging to the MMR will receive funds in the order 35:15:50 where the central government contribution is 35%, Government of Maharashtra contributes 15 % and the remaining 50% to be borne by the UMC using its own funds or generated from other sources.

1.4 Scope of Work

The scope for City Development Plan for Ulhasnagar-2031 is as below: • Existing situation assessment • Identification of gaps in infrastructure and services • Estimation for physical & social infrastructure, based on projected population • Vision statement • Identification of projects and programmes for services and infrastructure • Consultation with stakeholders • Strategy/development plans/programmes • City investment plan • Implementation of reforms

1.5 Approach and Methodology

The process for creating a City Development Plan requires extensive research, analysis and collaboration at all levels in the city. The Plan must be comprehensive in its scope, yet as specific as possible in its direction. Most importantly, the Plan must reflect the needs and desires of the residents of the community. City Development plan can be outlined covering the following seven broad stages. • Situation analysis

15 Ulhasnagar CDP

• Examination of city’s physical • Strategy/ Development Plans/ and social infrastructure and Programmes assessment of future demand • Investment plans • Identification of projects based • Financial plan on city status report • Time frame for implementation • Stake holder meetings of reforms

Table 1-1 : Approach and Methodology

16 Ulhasnagar CDP

Table 1-2 : CDP Process

17

PROFILE OF ULHASNAGAR TOWN

2.1 INTRODUCTION TO

ULHASNAGAR

2.2 LANDUSE Ulhasnagar CDP

CHAPTER 2: PROFILE OF ULHASNAGAR TOWN

2.1 Introduction to Ulhasnagar

2.1.1 Location

Ulhasnagar is a municipal town and is headquarter of Tahsil having the same name. It is a medium sized town in Mumbai Metropolitan Region (MMR) in Thane District of Maharashtra, at a distance of 58 Kilometers from Mumbai. The city extends to Ulhas River1 on the North and is bordered by Kalyan in the West and Ambernath in the East and South. The area can be tracked using 19.20°N Latitude and 73.10° E Longitude. The Mumbai - Pune Central Railway line passes through Ulhasnagar. The Ulhasnagar Municipal Corporation governs the city.

Figure 2-1: Location of Mumbai in Maharashtra

1 The Ulhas River originates near Karjat in the Western Ghats Range, and flows westward through Raigad and Thane districts of Maharashtra north to Ulhasnagar and on to Kalyan, where it turns west to Thane. At Thane the river splits into two branches which flow west and south. The main branch turns northwestward to Ghodbunder, where it opens into the estuary of Vasai Creek.

18 Ulhasnagar CDP

Figure 2-2: Ulhasnagar in Mumbai Metropolitan Region

19 Ulhasnagar CDP

2.1.2 History of Ulhasnagar

Ulhasnagar was built as a Military Transit Camp in 1942 during World War II by British Government, and was known as Kalyan Military Transit Camp. During this phase the camp accommodated 6,000 soldiers and 30,000 other army officials. There were 2,126 barracks and about 1,173 housed personals within the camp. After the World War II, camp moved out of the town and the piece of land remained vacant until the Independence of India was declared. After Independence, the Partition brought immigrants to India from newly formed West Pakistan. Hindu Sindhis who left Sindh Province in West Pakistan came to Mumbai in search of shelter and livelihood. In response to so, the Kalyan Military Transit camp was handed over to the Relief and Rehabilitation Ministry, Government of India. These Immigrants Sindhis from Pakistan were rehabilitated and lands were allotted in Sindhunagar camp by Government of India. It was converted into a township in 1949, and was named Ulhasnagar by the Governor-General of India. Qualified Migrant members of Sindhi Community were given employment opportunities in Government institutions in Mumbai. Over the years, Community had gradually strengthened their base through involving themselves in small business within the town.

2.1.3 Regional Connectivity

Ulhasnagar is connected to Mumbai through adequate Road and Rail Network. The region where Ulhasnagar town lies is accessible through one National Highway, two State Highways, and three Major District Roads.

Figure 2-3: Road and Rail Network

20 Ulhasnagar CDP

The Kalyan-Karjat State Highway no. 34 passes through the town and further connects Ambernath and Badlapur. Another significant road connecting northern part of the town is Kalyan-Murbad State Highway no. 2.

Ulhasnagar is a station on the Mumbai – Pune Rail route of Western Railway. The town is connected with Mumbai and its suburbs through Central main rail line of Mumbai. The Central main rail line starting from CST (Chhatrapati Shivaji Terminus) comes to Kalyan and splits in to two, from where one line passes through Ulhasnagar.

2.1.4 Climate, Temperature and Rainfall

The average Temperature throughout the year remains constant and the seasonal fluctuation in Temperature is mostly insignificant. The region where the town lies experiences January coldest and May as the warmest month of the year.

The region usually experiences the first monsoon drizzle during the second week of June and it lasts till September end, while July and August experiences maximum Rainfall. The annual average rainfall is around 3000 mm.

2.2 Landuse

Urban lands are subjected to multifarious use. For the purpose of segregation and implementation, the land uses have been classified into the basic categories, residential, commercial, industrial, public semi- public, transport and communication, public utilities, recreation, cremation and agricultural with allied activities.

An understanding of the use of the land, and the management practices within a land use category, provides valuable information about the reasons for change in the condition of our natural resources. Urban land use comprises two elements: the nature of land use which relates to what activities are taking place where, and the level of spatial accumulation, which indicates their intensity and concentration.

These functions take place at specific locations and are part of an activity system. Activities have a spatial imprint, therefore. Some are routine activities, because they occur regularly and are thus predictable. The behavioral patterns of individuals and institutions have an influence on land use.

21 Ulhasnagar CDP

2.2.1 City Sprawl and Land use

The first development plan for Ulhasnagar was prepared in 1969 for a plan period until 1991. However, the plan could not be implemented completely and today mixed residential landuse prevails in the larger part of the city. The reservations for open spaces, natural drainage and public amenities stand encroached with residential units.

In 1969, total developed area in Ulhasnagar town admeasured 597 hectares and remaining 703 hectares were under nallahs, rivers, low lying lands, hills and the vacant lands. While, the landuse survey carried out in 1996 under the preparation of Draft Regional Development Plan, the town admeasured 1085.3 ha of total developed area and the undeveloped land accounted 248.8 Ha. The comparison of percentage of developed area and the area under different landuses in 1969 and 1996 is shown in tables below.

Table 2-1: Comparison of percentage of developed area from 1969 to 1996 1969 1996 Land use in Ha in % in Ha in % Developed Area 597.43 45.96 1085.2 81.34 Area not Developed 702.73 54.06 248.8 18.65 TOTAL AREA 1300.16 1334 Source: DP 1969-1991 and RDDP 1996-2016, UMC

Table 2-2: Area earmarked for different landuse and the relative percentages

Land use Unit 1969 1991* 1996

Residential Ha 331 497.39 721.4 Commercial Ha 17.68 26.02 57.35 Industrial Ha 123.2 141.97 103.37 Roads and transportation Ha 59.41 199.18 103.71 Public business Ha 24.33 Public amenities Ha 60.46 Open spaces Ha 14.58 9.47 Entertainment and recreation Ha 81.73 x Public Services Ha x Public and Semi public Ha x Public Purposes Ha 52.33 159.46 Developed Area Ha 597.43 1085.2 open lands Ha 507.88 194.25 219.5 water bodies Ha 13.35 11.6

22 Ulhasnagar CDP

Land use Unit 1969 1991* 1996

green areas Ha x Low Lying lands Ha 117.88 Hilly lands Ha 63.53 Defence Ha 17.7 Area not available for Ha 702.73 248.8 Development TOTAL AREA Ha 1299.8 1300 1334 Source: DP 1969-1991 and RDDP 1996-2016, UMC * Proposed land use

The difference in the area under residential and commercial proposed for 1991 and existing as in 1996 is notable. Besides, the area developed as roads and transportation is only half of what was proposed in the initial development plan. Also notable is that out of 702 hectares of land not meant for development, only 248 hectares remain till now. The rest has either been converted to any utility landuse or is encroached. Below is the table showing relative percentages of various landuses.

Table 2-3: Existing Land-use Pattern for Ulhasnagar and relative percentages Area Landuse Percentage Hectares Residential 721.4 54 Commercial 57.35 4 Industrial 127.7 10 Pub & Semi Public 60.46 5 Recreational 14.58 1 Transportation 103.71 8 Not available for development 248.8 19 Source: Regional Draft Development Plan 1996-2016, UMC

Not available for development, 19% Transportation, 8% Residential, Recreational, 54% 1%

Pub & Semi Public, 5% Industrial, 10% Commercial, 4% Chart 2-1: Landuse Categories

23 Ulhasnagar CDP

Figure 2-4: Landuse map for Ulhasnagar

24 Ulhasnagar CDP

Residential areas: Generally major part of the developed land is for residential purpose in a city. According to the information based on the Development Plan in 1996 published by UMC, Residential area covers 54% of the total area. The population of 4, 37,731 (census 2001) in Ulhasnagar is accommodated in total residential area of 721.4 hectares giving a net density of population of 607 persons/hectare, the gross density is 414 persons/hectare. Almost 21 % of the total area of Ulhasnagar is occupied by the urban poor residing in slums. Around 133 hectares of tenements have been declared as slums. Undeclared slums constitute 156 hectares. The total area under slums is 289 hectares.

Commercial use: The shops commercial establishments, eating houses and all such users which are found to occupy frontage of busy streets are included in above categories. This user occupies about 57.35 hectares land which comes to 5.2 % of the total developed area and 4.2 % of the total area. Shopping activities catering day to day needs of the residents have also come up on the ground floor in large housing complexes.

Industrial area: This user covers an area of 103.71 hectares which comes out to be 7.78 % of the total area and 9.52 % of the total developed area.

Land under public and semi public: The area under this landuse covers 251.49 hectares which comes out to be 6.3 % of the total area and 7.81 % of the total developed area. This landuse is covered by, educational institutions, religious places, government and semi government offices including three government hospitals, private hospitals within Ulhasnagar Municipal Corporation limit.

Land under open spaces: Ulhasnagar is abounded by natural water tanks scattered in various parts of the town. The Municipal Corporation has already developed two water tanks with landscaping, wherein boating activity is also available for the citizens. The open spaces or green spaces or recreational grounds are the lungs of the town and they cater active and passive recreation need of the cities. The area under open spaces, gardens, and play fields in the town is 14.58 hectares which is 1.84% of the developed area and 1.09 % of the total area. However, large stretches of land along the Waldhuni Nallah reserved for open spaces have reduced to narrow stretches due to encroachments.

Other uses: The land under burial and cremation ground admeasures 3.7 hectares which is 0.05% of the total area within the municipal limits.

25

DEMOGRAPHY AND ECONOMY

3.1 DEMOGRAPHIC PROFILE

3.2 SOCIO-ECONOMIC CONDITIONS 3.3 POPULATION PROJECTIONS Ulhasnagar CDP

CHAPTER 3: DEMOGRAPHY AND ECONOMY

3.1 Demographic Profile

3.1.1 Population

The population has grown steadily over the decades in Ulhasnagar (as shown in charts), but after 1981 the growth rate had been decreasing steadily. The factor responsible for the sudden population growth during the 1960s was because of the influx of migrants who came to Ulhasnagar in search of employment. This was the period when opportunities were at its peak. The flux in political and administrative stability, the rapid rise from a military camp to revenue village to Municipal Corporation along with two super cessions and mergers with Kalyan-Dombivali has contributed prominently in the Ulhasnagar town’s rapid growth.

Table 3-1: Population Trends and Growth Area % Incremental Year Population Increase (sq. km.) Increase increase

1961 13.34 107760 1971 13.34 168462 60702 56.33 1981 13.34 273668 105206 62.45 44504 1991 13.34 369077 95409 34.86 -9797 2001 13.34 473731 104654 28.36 9245 Source: Census of India

Chart 3-1 : Total Population Trends

26 Ulhasnagar CDP

Chart 3-2: Growth Rate Trend

The close proximity of the cities and municipal bodies within one single district in Mumbai Metropolitan Region (MMR) represents the largest metro spread in India. Due to their good connectivity and socio-economic linkages, it would be appropriate to say that cities in MMR and in Thane District contribute remarkably to each other’s demography. The cities neighbouring Ulhasnagar are Kalyan, Ambernath, Dombivali, and other small and medium towns of Thane district. Table given below shows the comparative demographic indicators of two cities, which share common boundaries and even common streets.

Table 3-2: Demographic information of Kalyan-Dombivali Muncipal Corporation (KDMC) and Ambernat Municipal Council (AMC) KDMC AMC Year Population Growth Rate Population Growth Rate 1961 149894 - 36737 - 1971 238499 59.11 58702 59.79 1981 442242 85.43 100537 71.27 1991 820562 85.55 127665 26.98 2001 1198266 46.03 203795 59.63 Source: Regional draft development plan for UAKB Surrounding Notified Area, 1996-2011 and Census of India

As seen from the figures given in the table, both the towns have experienced the increase in growth rate initially, which was also evident in the case of Ulhasnagar. Perhaps the situation also remains the same for further years where all the three towns experience a fall in growth rate in future years. The given comparison thus justifies

27 Ulhasnagar CDP that Ulhasnagar has almost similar socio-economic characteristics of surrounding towns, and is under influence of socio-economic changes in the region.

3.1.2 Demographic details

1991: According to census carried out in 1991 out of the total population of 369077 male population was 138637 and female population was 105707 with male-female ratio of 762. The household size in Ulhasnagar Municipal Corporation was five with total 73986 households.

2001: According to 2001 census out of the total population of 473731 male populations was 251888 and female population was 221843 with male-female ratio of 881. The household size in Ulhasnagar Municipal Corporation was 5 with total 99152 households. 3 It has been concluded through various 2 studies that the sex ratio is lower for urban 21 1 4 population than for rural population and 20 still lower for the cities marching towards 22 5 19 rapid Urbanisation. The sex ratio for urban 23 6 population of Maharashtra state as per 1991 24 7 and 2001 census are 922 and 934 18 25 respectively. In Case of Ulhasnagar, the sex 8 ratio increased from 1991 to 2001, but was lower as compared to the State. 17 15

In 1991 and 2001 census, the details of 16 14 9 ward wise population were given based on 65 and 69 wards respectively. For the 13 10 12 simplicity of future estimation, Ulhasnagar town has been divided in to 25 wards and 11 population for these wards for 1991 and 2001 is taken. The population of 25 wards is given in the table above.

Figure 3-1: Distribution of wards in Ulhasnagar

28 Ulhasnagar CDP

Table 3-3: Ward wise population and density in Ulhasnagar 1991 2001 Ward Area No. in Ha. Ward wise Gross Ward wise Gross Population Density Population Density 1 55.95 15766 282 25882 463 2 29.49 15458 524 15995 542 3 150.39 15056 100 15780 105 4 37.79 15707 416 18361 486 5 44.72 14080 315 20243 453 6 34.79 13918 400 22325 642 7 32.67 13946 427 12679 388 8 55.58 14708 265 20243 364 9 61.27 15001 245 21622 353 10 60.75 13963 230 19634 323 11 118.24 14117 119 25739 218 12 56.51 14509 257 18114 321 13 61.03 13325 218 18454 302 14 44.9 14056 313 16947 377 15 28.7 15462 539 17111 596 16 34.66 14753 426 16490 476 17 43.07 13685 318 15480 359 18 49.64 15090 304 17071 344 19 78.27 15061 192 30247 386 20 33.31 15234 457 17552 527 21 23.81 15302 643 16028 673 22 31.99 14071 440 16451 514 23 49.78 13830 278 16192 325 24 40.23 13958 347 16458 409 25 56.88 18421 324 22633 398 Total 1314.42 369077 335 473731 414 Source: Ulhasnagar Municipal Corporation

29 Ulhasnagar CDP

Chart 3-3: Variation of population in the wards in 1991-2001

Source: Secondary information

The unplanned growth of the town can be highlighted from the chart above, which shows that some wards have gross density of 600 and above. High rise structures and slums with F.S.I. of up to 4 and above are constructed in Ulhasnagar, which has augmented the gross density of the town. The densely populated wards are those which have slum areas as the major portion of the ground coverage. Over the years the gross density of the town has been increasing at the average rate of 45.87 percent per decade, shown in the table below. With the same rate the gross density of the town would reach 1000 in 2031! Thus, there is need to stabilize the growth rate with appropriate planning interventions in the town.

Table 3-4: Population density trends Year Area in Ha Population Gross Density 1961 1334 107760 80.77961 1971 1334 168462 126.28336 1981 1334 273668 205.14843 1991 1334 369077 276.66942 2001 1334 473731 355.12069 Source: Ulhasnagar Municipal Corporation

30 Ulhasnagar CDP

3.2 Socio-Economic conditions

3.2.1 Literacy:

Out of total population of 4, 73,731 in 2001, 3, 52,871 persons are literates which give a literacy rate of 74%, which is lower than Brihan Mumbai (81%). Out of 74% total 56% are males and 44% are females in the town.

Table 3-5: Status of Literacy Sl no Population Total Male Female 1 Total Population 473731 251888 221843 2 Literates 352871 199047 153824 3 Illiterates 120860 52841 68019 Source: Census of India

Chart 3-4: Status of Literates in Ulhasnagar

31 Ulhasnagar CDP

3.2.2 Workforce:

Table 3-6: Status of Workforce Participation Sl no Population Total Male Female 1 Total Population 473731 251888 221843 2 Total Workers 155791 136420 19,371 3 Main workers 145770 129615 16155 4 Marginal workers 10021 6805 3216 Source: Census of India Chart 3-5: Workforce population data 2001

500000 450000 400000

350000 Total 300000 250000 Male 200000 150000 Female 100000 50000 0 Population Total Main Marginal 2001 Workers workers workers

Based on the Economic Census of Maharashtra, the total number of entriprises present in 633 block of Ulhasnagar was 28504. And according to 2001 census data there are 155791 workers i.e. 33% of total population. Remaining 317940 are classified as non workers. Thus from these figures only on can say that Ulhasnagar has a prominient base of trades and business.

The total workers are classified into main three categories viz. primary, secondary and tertiary according to nature of employment. The break-up of workers falling under this category is shown in table below.

Main workers: Out of the 145770 main workers negligible percentage come under primary sector which includes agriculture and cultivation. Secondary sector and tertiary sector includes 99% of the working population which shows high rate of Urbanisation.

Table 3-7: Showing Main Worker population data 2001 Sr no Category Total Male Female 1 Cultivators 115 83 32 2 Agriculture Labours 104 82 22

32 Ulhasnagar CDP

3 Household 4753 2949 1804 4 Others 140798 126501 14297 Source: Census of India

160000 140000 120000 Total 100000 Male 80000 Female 60000 40000 20000 0 Main Cultivators Agriculture Household Others workers Labours Chart 3-6: Break-up of Main Workers

Marginal workers: Out of the 7,224 marginal workers 6% come under primary sector, 7% under secondary sector and 87% under the tertiary sector.

Table 3-8: Marginal Worker Population Data 2001 Sr no Category Total Male Female 1 Marginal workers 10021 6805 3216 2 Cultivators 14 10 4 3 Agriculture Labours 34 21 13 4 Household 1346 324 1022 5 Others 8627 6450 2177 Source: Census of India

Chart 3-7: Break-up of Marginal Workers 12000

10000 Total 8000 Male 6000 Female

4000

2000

0 Population Cultivators Agriculture Labours Household Others Above analysis thus shows the growth of Ulhasnagar towards the tertiary sector which is 98% of the working population i.e. the fundamental classification of the city is Tertiary.

33 Ulhasnagar CDP

3.3 Population Projections

Planning Infrastructure facilities for urban areas requires study, analysis, and forecasts of population, economic activity, and land use. These elements are the basic determinants of demand in Infrastructure. Thus preparing a City Development Plan, it becomes necessary to forecast population based on the background of the town after analyzing the growth trends of the town and referring case studies of similar cities.

Population forecast should be able to answer the following questions: • Will the population of the area increase or will it decrease? • Is the increase, or decrease, expected to be in the same amount or at the same rate as in similar periods during the past, or will it probably be different? • If so, why and by how much is it expected to be different?

Every population projection, except a pure guess, is based on some assumptions. In practice, it is usually assumed that during the period of the forecast. • The factors affecting births, deaths, and migration will interact in a manner that will produce the projected figure. • The form of government and the Political, economic, and social organization and institutions remains substantially unchanged. • No nationwide devastation, epidemic, or other disaster will occur. • No large-scale epidemic, earthquake, or other disaster will occur in the area or within the geographical or economic region to which the area is closely related.

Based on the above mentioned assumptions population forecast of Ulhasnagar was done using three methods, namely: 1 Incremental Increase Method 2 Geometric Progression Method 3 Arithmetical Progression Method

The forecasted Population figures with its gross density upto the year 2031, using three mentioned methods, are given as follows.

34 Ulhasnagar CDP

Table 3-9: Primary Population Projections Population METHOD Year Population Density in PPH 1961 107760 80.8 1971 168462 126.3 1981 273668 205.1 Incremental 1991 369077 276.7 increase Method 2001 473731 355.1 2011 579524 434.4 2021 699769 524.6 2031 834463 625.5 1961 107760 80.8 1971 168462 126.3 1981 273668 205.1 Geometric 1991 369077 276.7 Progression 2001 473731 355.1 Method 2011 678013 508.3 2021 970385 727.4 2031 1351564 1013.2 1961 107760 80.8 1971 168462 126.3 1981 273668 205.1 Arithmetical 1991 369077 276.7 Progression 2001 473731 355.1 Method 2011 565074 423.6 2021 656417 492.1 2031 747759 560.5 Source: Consultants analysis

Chart 3-8 : Incremental Increase Method

900000 Incremental Increase Method 800000 700000 600000 500000 400000 300000 200000 100000 0 1961 1971 1981 1991 2001 2011 2021 2031

35 Ulhasnagar CDP

Chart 3-9 : Geometric Progress method

1600000 Geometric Progression method 1400000

1200000 1000000

800000 600000 400000

200000 0 1961 1971 1981 1991 2001 2011 2021 2031

Chart 3-10 : Arithmetical Progression Method

800000 Arithmetical Progression Method 700000

600000

500000

400000

300000

200000

100000

0 1961 1971 1981 1991 2001 2011 2021 2031

Out of the three methods, Arithmetical progression method was chosen for the case specific population projection. The population figures from this method were further required to be rationalized, because the figures didn’t include the past socio-economic trends and existing carrying capacity of the town. To achieve more realistic projected population figures, assumptions were made, which are given below.

Assumptions: • Population projections are based on 1991 and 2001 population figures for 25 wards. • Average growth rate of 1.00% is considered for projecting population, in wards where the gross density reached its carrying capacity of 600 pph • Population were freezed in wards where the gross density reached 1000 pph, as the development beyond which it is not practicable to provide a minimum quality of life considering existing conditions and development norms. And hence should be strongly discouraged.

Using the above given assumption, population up to 2031 were forecasted, the figures of which are given in the table below:

36 Ulhasnagar CDP

Table 3-10: Projected population Gross Density in Year Area in ha. Population pph 1961 1314 107760 82.0 1971 1314 168462 128.2 1981 1314 273668 208.3 1991 1314 369077 280.9 2001 1314 473731 360.5 2011 1314 570483 434.2 2021 1314 666645 507.3 2031 1314 751333 571.8 Source: Census of India, Consultants Analysis

Chart 3-11: Projected population

800000 700000 600000 500000 400000 300000 200000 100000 0 1961 1971 1981 1991 2001 2011 2021 2031

The above projected population is adopted in estimating infrastructure requirements in future. The detailed projected population for each ward is given in the annexure. The growth of the city population in each ward in future is shown through figures given below. The figure attempts to indicate the growth of density in each ward, if each ward grows with same past trend.

37 Ulhasnagar CDP

Year 1981 Year 1991 Year 2001 Year 2011

Year 2016 Year 2021 Year 2026 Year 2031

38 Ulhasnagar CDP

Figure 3-2: Population Density for Design year 2031

39

PHYSICAL INFRASTRUCTURE

4.1 WATER SUPPLY 4.2 SEWAGE SYSTEM 4.3 STORM WATER DRAINAGE 4.4 SOLID WASTE MANAGEMENT 4.5 TRAFFIC AND TRANSPORTATION ENGINEERING Ulhasnagar CDP

CHAPTER 4: PHYSICAL INFRASTRUCTURE

This chapter summarises the status of existing physical infrastructure, its management, and Transportation systems. The basic infrastructure components taken under the study are those, which are required to meet the needs of urban habitation. The different urban support systems for Ulhasnagar were developed at different periods and have served the city for their designed life period. Some of them have been upgraded to meet the needs of the growing population. Others have degenerated due to negligence or lack of funds for maintenance. Some others have continued to be used in spite of being inadequate to meet the needs of the increased population. The performance indicators are assessed in this section, to bring it on one platform so that future infrastructure requirement is estimated. A component level assessment of the existing Infrastructure systems in Ulhasnagar has been made to assess their performance as of today and preparedness to meet the requirements for the plan period until year 2031.

4.1 Water Supply

In Ulhasnagar, the water supply projects were triggered way back in the period when the town was a military camp. This water supply system was further augmented to serve the population of the newly formed Transit camp. The details of the water supply system laid hitherto and its development over the years, is shown in the table given below.

Table 4-1: Development of water supply schemes in Ulhasnagar Sr Yr Details The Water supply to military camp was executed from Badlapur Barrage head Works, through 18’’ dia tapping. 1 1948 From 24’’ CI line @ 1.59 ML water was supplied through Balkan-ji- Bari GSR. In addition 9’’ distribution main was laid for supplying water to camp no 1 to 5 The water supply scheme was augmented for the population of 150000 by providing additional 12’’ taping at Shantinagar for 15 MLD and at Anand Nagar Sump. 1967 Pump house of 0.9 ML capacity was constructed for supplying water to camp no. 4 through 375 mm dia CI rising Main for feeding 1.35 ML ESR at camp no 5 Due to increased demand the total supply from Badlapur Barrage head 3 1978 works was stopped. The total supply was taken from MIDC i.e. from Shahad water works and Barvi Main.

40 Ulhasnagar CDP

Sr Yr Details The scheme was again augmented for the projected population of 3.66 lakhs for the 1991. Designed for 55 MLD Gravity mains and ESR’s were constructed. 4 1981 Vithalwadi camp 4 ESR: (1.5 ML capacity) Patel Nagar ESR (2.75 ML) Sub Division Office ESR: ( 1.25 ML) M/S Kirloskar Consultant, Pune was appointed to prepare the plan and estimate for the improvement of Ulhasnagar Water Supply Scheme. The scheme costing to Rs. 51 Crores was prepared and submitted in the year 1995. 5 1993 The improvement to Ulhasnagar Water Supply Scheme was designed for the population of 8.10 lakhs for the year 2011. Initially the work of transmission main and construction of 8 ESR’s at various places in South and North Zone costing Rs. 18.8 Crores were taken for execution under the phase I of this project through MJP. Source: ESR 2004-05, Water Supply Department

At present the prime source of water for Ulhasnagar is MIDC, which is managed by Maharashtra Jeevan Pradhikaran. As Ulhasnagar Municipal Corporation does not have its own Water Supply sources it purchases water from MIDC (which source raw water from Barvi and Shahad reservoirs). At present, Ulhasnagar Municipal Corporation in cooperation with MIDC is managing various Water Supply projects, list of which is given below in the table.

Table 4-2: List of Water Supply Projects undertaken Quantity of Sr. Name of the Project Water No Supply MLD 1 From 33’ supply through 24” water connection at Shanti Nagar 12 2 From Old Main Water Supply (Old MBR) 25 3 New Main Water Supply (New MBR) 32 4 From 69” Barvi Supply through 18” water connection at Pale 36 From 33” Supply through 4” water Connection near Shahad 5 2.5 Railway Bridge 6 From 33” Supply through 3” water connection at Birla Garden 0.8 7 From 33” Supply through 3” water Connection at C Block 2 8 Others 1.7 TOTAL 112 Source: ESR 2004-05, Water Supply Department

41 Ulhasnagar CDP

4.1.1 Existing Distribution and Supply

The Water Supply System of Ulhasnagar town was prepared by Kirloskar Consultants Ltd. Pune, in 1995. To rectify the deficiency of old distribution system N1 due to undulating topography of Ulhasnagar, new Water Supply System was designed by dividing the town in to sixteen N2 water zones. Out of these sixteen zones the N3 N7 N4 northern and southern part of Ulhasnagar were divided in to 7 and 9 zones N6 respectively. The map of these Water Zones S2 is given in figure 4-1. N5 S1 This Water Supply System was designed S3 for 110 mld of water of supply including S5 S4 distribution losses. At present Ulhasnagar receives 112 MLD of water (excluding S6 losses of around 27 %), catering population S7 S8 of 4, 73,731 (2001). According to Indian standards, Water Supply System in Medium S9 size town should be able to supply water to the residents @ 160 lpcd.

Figure 4-1: Water Supply Zones

With this installed capacity, supply including losses comes out to be 163 lpcd, which as per norms is satisfactory for medium sized town like Ulhasnagar. At present Water Supply System in UMC has 100 percent coverage and water is supplied for maximum upto 8 hours and minimum upto 2 hours in a day. The total no. of connections in Ulhasnagar town are 54532 out of which 52087, 2312 and 137 are Domestic, Non Domestic and Other Utility connections respectively. The other relevant details of the existing Water Supply System are given in the annexure

42 Ulhasnagar CDP

Figure 4-2: Water Distribution Network

Even though the Water Supply System seems to be efficient on paper, in practise the scenario is different. Some areas in the town receive unregulated access, and the users are not charged for the water usage. Due to this, residents at the tail end of the Water Supply mains receive less water (upto 40 lpcd). Thus, there is a need to regulate the supply system in Ulhasnagar through laying distribution lines along the roads and which is able to supply water to each user uniformly. In addition, to compensate the losses due to unaccountable water users, water-metering system should be introduced.

43 Ulhasnagar CDP

4.1.2 Major Issues

a) Old Distribution Systems: The water distribution system in the City is old, and some networks were developed in 1954 and in 1982. Due to this, most of the water supply systems are in disrepair and need to be replaced. City receives lesser water quantities because of scaling on inner side resulting reduced diameter of the pipelines.

b) Insufficient Water storage capacity: According to the Government of India’s manuals for water supply, the city should have implemented water storage tanks of 27.7 MLD of total capacity. However, the water storage tanks in the UMC limits have a capacity of 5.35 MLD only. The number of storage tanks in the UMC limit is insufficient.

c) Higher level topography The extreme slope from 74 MSL to 9 MSL within the city limits has led to an unconformity for water supply systems. The lower slope areas receive more water than required while the settlements in the higher slopes do not receive their requirements.

d) Water leakages: The cement-concrete covered roads in most parts of the city have prevented detection of under-surface water leakages. Housing and other construction works have been undertaken above the underground water supply networks. The UMC water supply department is therefore unable to locate or conduct repairs to the water supply network.

e) Illegal water tap connections: Several illegal water tap connections on the UMC water supply network prevent supply of sufficient water to some housing settlements. Some residents use water suction or “Tullu” water pumps to draw supply to their settlements (flats/shops /small enterprises).

f) Dependence on external agencies The UMC has no source of water supply within its limits. This has led UMC to collaborate with the MIDC and MJP for development, design, implementation and maintenance of its water supply schemes. The UMC is therefore highly dependent on MIDC, whenever the water supply is discontinued, the capacity reduced or the rate of water flow within the city limit decrease.

The impacts of the following issues are: • Excess payments to MIDC: As compared to the need in UMC for 84 MLD per day, the city receives 112 M.L.D per day from MIDC. The excess water supply

44 Ulhasnagar CDP

of 24 MLD per day results in outgoing payments of Rs.7.43 crores in addition to the amount to be paid for the 84 MLD supply. • Payments for water Tankers hired: Payments towards hire of water supply tankers over the past three years have amounted to Rs. 2.62 crores. • Expenditure on maintenance and repairs: Booster Pump maintenance and repairs in the UMC limits have cost Rs.0.25 crores in addition to electricity bills for their use amounting to Rs.0.57 crores towards a total of Rs. 0.83 crores.

4.1.3 Future Water Supply Requirments

Based on the projected population, the Demand-Supply gap has been assessed for future. For this assessment, water supply rate @ 180 lpcd with 25 % distribution losses is assumed. Two factors were considered while assuming the future supply rate in Ulhasnagar, which are;

• The Corporation of Thane and Navi Mumbai have designed the Water Supply system considering 180 lpcd. UMC being in vicinity to these Corporations and having similar growth pattern, the water usage is considered on the same grounds. • Due to UMC’s proximity to Mumbai where the life style is changing rapidly, there are bright chances that the UMC may experience the same. Moreover, as there are plans for an Underground Sewerage System, the above water supply rate is required for such design.

The table below shows the Water Supply and Storage Capacity Gaps for the Design Year.

Table 4-3: Future water demand for projected population and storage capacity required Gross Gross Existing Required Year Population Demand Supply GAP Storage Storage GAP (MLD) (MLD) (ML) (ML) 2007 541,012 114.91 120 -5.09 23.54 38.30 14.76 2011 570483 121.17 120 1.17 23.54 40.39 16.85 2016 618155 131.30 120 11.30 23.54 43.77 20.23 2021 666645 141.60 120 21.60 23.54 47.20 23.66 2026 712636 151.36 120 31.36 23.54 50.45 26.91 2031 751333 159.58 120 39.58 23.54 53.19 29.65 Source: Consultants analysis

45 Ulhasnagar CDP

Ulhasnagar Municipal Corporation at present supplies 120 MLD of water, out which around 25-30 % are accounted distribution losses. In future reducing the distribution losses to 25%, the Water Supply Gap for the year 2011, 2021 and 2031, if compared with the existing supply is 1.2, 21 and 50 MLD respectively. Storage capacity taken as 1/3 of the total supply the gap for the same years is 16.85, 23.66 and 29.65 ML respectively. From the above assessment it can be clearly concluded that for coming years, if the Water Supply System is not augmented then surely the whole town would face water shortage, and would be severe in some areas of the town.

To overcome the inefficient performance of the existing Water Supply System at present and in future, new strategies should be formulated. These strategies should be based on the future demand assessed above and existing issues in the Supply System and its governance.

4.2 Sewage System

Sewage is produced by all human communities and is often left to compost naturally or is treated using processes that separate solid materials by settlement and then convert soluble contaminants into biological sludge and into gases such as carbon dioxide or methane. Sewage infrastructure is designed as a safety feature that reduces sewage backups and minimises public health impacts for residents. Historically, development approval conditions for the discharge of untreated sewage from pump stations to the environment have been explicitly authorised under defined circumstances such as:

• Excessive rainfall • Power failure • Accidental damage to the pump station and/or ancillary equipment

Thus to avoid such unusual circumstances the investments in sewage flow and treatment systems must be focused on options that provide the best and most affordable environmental and public health outcomes for the community.

4.2.1 Existing Situation

In 1994, Maharashtra Jeevan Pradhikaran constructed the underground drainage system for the Ulhasnagar city and transferred it to the Ulhasnagar Municipal Corporation. Ulhasnagar city’s underground sewage system was completed under the World Bank aided stage 1 project for the projected population of 3, 66,000 for the year 1991. The total cost of the scheme was Rs. 15.25 crores. The scheme as above was

46 Ulhasnagar CDP operated and maintained by Ulhasnagar Municipal Corporation through private contractors. The sewage scheme had following components.

Table 4-4: Components of the existing sewage disposal system Sr. No. Components Details 150 mm dia. To 900 mm dia. RCC line 1 Sewage Collection System Total 112 km 2 Pumping Station Total two nos. 900 mm dia. 2.5 Km. 3 Rising Main 400 mm dia. 1.2 Km 4 Sewage Treatment Plant 28 MLD Source: ESR 2004-05

The details of the sewer network layout are shown through table and map given below.

Table 4-5: Details of the sewer network layout Pipe Diameter in mm Count Total Length in mts 150 293 38749 200 81 13207 250 42 11141 300 24 5950 350 9 2932 400 8 2777 450 7 2469 500 6 3630 600 8 4452 700 4 2259 800 2 2405 900 4 3160 1000 1 229 489 93364 Source: UMC

As per the layout and the details given it is estimated that the sewer network may long for next 5-10 years, but the existing scenario at present is different. During the heavy floods in July 2005 nallahs which were overflowing washed out the sewer mains, laid along it. The heavy floods also damaged the pumping stations. At present the sewer mains are not connected with collection mains, and thus sewage flowing though the collection mains directly outflows in to the nallah. These nallahs which joins Ulhas River carry the sewage and affect the river water quality. This practice has not been proved to be harmful yet but, is also not sustainable if looked over a long haul.

47 Ulhasnagar CDP

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Source: UMC

The domestic sewage bears large amount of suspended solids, of various origin. The direct discharge into inland water destroys the aquatic flora and fauna. There arises a need for a sewage treatment plant. The sewage treatment plant of 28 MLD present in Ulhasnagar is under corporations’ rule, for the functioning of which the expenses are collected under the property tax. Due to the damage caused by floods, the sewer network is now effectively carrying sewage up to 8 MLD, which is only 29 % of its

48 Ulhasnagar CDP actual design capacity. Thus there is a need to reconstruct/ repair the damaged main lines, so that the STP is utilised to its full capacity, designed to cater the present and future population. The overall status of sanitation at present in Ulhasnagar is given below in the table.

Table 4-6: Sanitation in Ulhasnagar Municipal Corporation 1 Untreated Waste water 88 MLD 2 Treated Waste Water ` 7 to 10 MLD 3 Existing Nos. of Treatment Plant 1 (Capacity=28 MLD) 4 Proposed nos. of treatment Plant None 150 to 1000 mm diameter RCC Sewer 5 Sewage Collection Network Line length 120 km 6 Sewage Pumping Station 2 ; (Shanti Nagar, Nehru Nagar) Source: ESR 2004-2005

4.2.2 Major issues

1 Underground drainage lines which were laid way back are old and choke regularly. The pipes may breakdown in near future causing a total shutdown of the sewage treatment plant. At present the main sewer lines along the nallah has given way letting the untreated sewage fall into the nallahs. Thus this old drainage lines should be replaced by new lines with a proper regular maintenance facility.

2 At present only 8 MLD on an average of sewage is treated in the STP, looking at the present and future sewage generation of around 150 MLD, there is need to augment the STP capacity to cater the future demand and also the supportive sewer mains which will carry it to the plant.

3 The untreated sewage at present is discharged in to the water bodies or the nallahs which runs along the town and finally meets Ulhas River. Ulhas River being one of the important perennial rivers in the region is being tapped at downstream for irrigational and drinking purpose. The discharge of untreated sewage in the river may affect the downstream villages.

4.2.3 Projected Sewage generation

Estimation of the present and future Sewage Generation and treated is given below in the table.

49 Ulhasnagar CDP

Table 4-7: Projected sewerage generation Sewage Required Existing STP Year Population Generation in STP Capacity Capacity in GAP MLD in MLD MLD 2007 541,012 109.07 109.07 28 81.07 2011 570483 115.01 115.01 28 87.01 2016 618155 124.62 124.62 28 96.62 2021 666645 134.40 134.40 28 106.40 2026 712636 143.67 143.67 28 115.67 2031 751333 151.47 151.47 28 123.47 Source: Consultants Analysis

Assumptions: • 80 % of the total water supplied in the town is taken as the total sewage generated. • The total sewage generated is to be treated. • STP Capacity is taken as the total Sewage to be treated per day. • No Industrial Waste to be treated in STP.

4.3 Storm Water Drainage

In Ulhasnagar, storm water drains are laid along the roads. Around 60 percent of the Major roads in Ulhasnagar have storm water drains at both sides of the road. Most of the internal roads have storm water drains. In spite of good coverage, water logging is usually observed during monsoon, but the magnitude is less. The side drains or storm water drains in Ulhasnagar meets various nallahs flowing through the town. The Khemani and Waldhuni Nallah are encroached along its length to a greater extent. Encroachment along the Nallah length has virtually reduced the carrying capacity of the Nallah, and thus during every monsoon these Nallah overflow causing flash floods in low lying and adjoining areas. Lack of periodical maintenance of these Nallah has also aggravated the overflowing.

On 26th July the area along the banks of Waldhuni River around 0.46 square km was submerged. The water started crossing river banks from morning and it started spreading over human settlements. On the right bank, settlements from Samrat Ashok Nagar to Shantinagar were affected. On the left, water gushed into Bharat Nagar, Samata Nagar, Amrapali Nagar, Hira Ghat, Vithalwadi east and some other areas.

50 Ulhasnagar CDP

Figure 4-4: Areas submerged during July 2005 floods

51 Ulhasnagar CDP

The floods caused widespread damages to human life and property affecting basic infrastructure in the city, which brought city life almost to a standstill. As many as 32 pockets in the city were severely affected by the flood. The map showing the submerged area is shown in the figure 4-4.

Same day due to water released from Barvi Dam, water level in the Ulhas River increased which resulted in unprecedented floods on 27th of July. The situation further got complicated due to merger of several other overflowing tributaries (Murbadi, Waldhuni, Kalu and Gandhari) with Ulhas River. High tide in Kalyan creek further worsened the situation. As a result 3.19 sq. kms out of 13 sq. km area of the City was submerged affecting more than 25,000 families and 1.27 lakh people.

Other than areas in the Ulhas–Waldhuni basin, some other low lying areas in the City were also affected. The people staying alongside nallahs were also affected due to water logging caused by inadequate storm water drain facility.

4.3.1 Major Damages

• Loss of 16 valuable human lives and 36 cattle. • Loss of Municipal properties worth 48.87 Crores. • Water distribution system was partially damaged while sewerage system was completely in ruins. • Some of the municipal school buildings were damaged to such an extent that they were declared as dilapidated and dangerous structures, so as to avoid imminent threat to the lives of students and teachers. • Roads, bridges, culverts, footpaths, and storm water drains were severely damaged. • Public assets such as Municipal offices, Octroi Check posts, Urban Health Centres, Conservancy Staff Quarters, Community Centres, Public Toilets and Urinals, Gardens and VTC Sports Complex were badly damaged.

52 Ulhasnagar CDP

• There was no supply of electricity that resulted in total blackout in the City for more than two days. • Out of 14,000 streetlights erected by the Municipal Corporation more than 1,100 were damaged or uprooted. • Over 10,000 shanties, chawls and barracks were completely washed away. • Over 5,000 shops were submerged and merchandise worth Rs. 200 Crores was lost. Some of the shops were completely washed away. • More than 3,000 vehicles were submerged.

4.4 Solid Waste Management

Urban solid waste management continues to remain as one of the most neglected area of urban development in the country. The financial and infrastructural constraints, including non availability of land for safe disposal of waste, lack of awareness, overall inappropriate management practices and lethargy at all levels have resulted perilous. Unplanned landfills pose health hazards, both to workers and to general public.

There are 40 Class I cities in Maharashtra with Municipal Corporation in 22 cities and A-class Municipal Corporation in the remaining 18 cities. The per capita daily waste generated in these cities varies from 149 to 630 grams and average per capita waste generated is around 229 grams/day. Thus from this figures it can be stated that the total waste generated from these cities is enormous. And in case if the city adopts a slack SWM practices the consequences can be disastrous.

In this section, SWM assessment of Ulhasnagar has been done based on government standards and norms. What SWM practices city has adopted and its sustainability over a period has been highlighted in this section. Finally the infrastructure required meeting the gaps has been formulated for estimating investments required to meet these gaps.

4.4.1 Generation

According to 2001 Census of Maharashtra, the total population of Ulhasnagar is 4.73 lakhs. The average domestic solid waste generation rate at present is 0.58 kg / capita / day, which work out to be 297 MT / day. These figures have partly been assumed and calibrated based on samples collected. The figures were used after cross verifying with solid waste generation figures in the surrounding towns.

In case of Ulhasnagar, the domestic solid waste consists mainly of kitchen wastes, papers, plastics, glass, metals, rubber etc. The industrial solid waste, from industries

53 Ulhasnagar CDP like stainless steel industry, mainly consists of nitric acid (powder form), which is sometimes inflammable. The industrial waste generation is assumed to be approximately 23-25 MT / day. Apart from the given quantity of solid waste, there is generation of inert waste from repair of houses, construction activities, silt generated out of cleaning of gutters and nallahs. The quantity of inert waste varies, and is collected and transported to land fill sites

4.4.2 Collection and transportation

The collection and transportation of Solid Waste is done by a private agency, which charges on daily basis. The hired agency’s task is to collect the waste from the collection bins kept at regular interval in Ulhasnagar and carry it to the dumping site. UMC is responsible for collecting domestic waste everyday from house to house. Segregation of the waste is not done at any level and is collected in mixed form. The solid waste collected from the residential areas, street sweeping, markets, commercial establishments, etc is collected in bins. To avoid littering of the waste, the vehicles carrying the waste are covered. The list of vehicles collecting solid waste at different neighborhood in Ulhasnagar is given below.

Figure 4-5: Compactor engaged in garbage collection

Table 4-8: Vehicles Used for collecting waste from different activities Area/Locality/Land use Type of Vehicles Slums Hand Carts & Community Bin From community Bin by Hotels compacter/Dumpers Placer From community Bin by Restaurants compacter/Dumpers Placer From community Bin by Office Complexes compacter/Dumpers Placer From community Bin by Commercial Areas compacter/Dumpers Placer Slaughter Houses, Fish markets From community Bin by Dumpers Placer Vegetable Market From community Bin by Dumpers Placer Hospitals (Bio-Medical Wastes) From community Bin by pick up van Gardens (Horticultural waste) From community Bin by Truck

54 Ulhasnagar CDP

Area/Locality/Land use Type of Vehicles Construction and Demolition From community Bin by Truck Operations Source: Public Health and Sanitation Department, UMC

At present the agency involved in collection and transportation of solid waste has state of the art equipments to cater the solid waste generation of the town. The contract is going to get over in 2013. The equipments used by the agency are in the line of SWM rule 2000. The detail list of equipments used by the hired agency is given below in the table.

Table 4-9: Details of the existing Garbage collection equipments Sr To be provided by Particulars Existing No. private agency 1 10 liters dust bin for handcarts 240 240 2 660/770 liters dustbins 165 165 3 1100/1250 liters dustbins 165 165 4 5000 liters dustbins 36 54 5 Handcarts 120 120 Brush, Shovel, lifter, broom etc for 6 120 120 every two years 7 Platforms for Dustbins 150 150 8 Worker with handcarts 120 120 9 Drivers 13 19 10 Sub-Drivers 11 16 11 Workers for waste collection 22 61 12 Workers for dustbin maintenance 15 28 13 Managing waste collection in all wards 4 17 14 Managing overall waste collection 1 1 15 Managing transportation of waste 1 2 16 Vehicle maintenance Centre Source: Public Health and Sanitation Department, UMC

55 Ulhasnagar CDP

4.4.3 Landfill

Town garbage is collected and dumped at two sites which are privately owned, namely, ‘Rana Trading’ (5 acres) and ‘Khadi Machine’ (3 acres). There is a need of trenching for disposal of city garbage. To prevent the emission of the foul smell or any kind of inconveniences to the public there is a need for treatment of this collected waste. A landfill site at ‘Shanti Nagar’ is closed. In Ulhasnagar an area of 25 ha located near Mauje Kamba village has been identified for future landfill. Figure 4-6: Landfill 4.4.4 Projected Solid waste generation

Total Solid Waste generation for future has been estimated using average domestic solid waste generation rate @ 0.58 kg / capita / day, given in the table below. Future per capita generation is assumed to be the same. Similarly assuming the same Composition, break up of the type of waste generated is also given in the below table.

Table 4-10: Projected Solid waste scenario Population Solid waste generated per Total solid waste Year (Lakhs) person generated in MT 2006 521619 580 gm 302.54 2011 570483 580 gm 330.88 2016 618155 580 gm 358.53 2021 666645 580 gm 386.65 2026 712636 580 gm 413.33 2031 751333 580 gm 435.77 Source: Consultants Analysis

Table 4-11: Projected Solid waste (categorically) generation in MT Year 2006 2011 2016 2021 2026 2031 Total waste generated 302.54 330.88 358.53 386.65 413.33 435.773 Biodegradable 166.40 181.98 197.19 212.66 227.33 239.68 Recyclable 51.43 56.25 60.95 65.73 70.27 74.08 Debris 75.63 82.72 89.63 96.66 103.33 108.94 Green waste 9.08 9.93 10.76 11.60 12.40 13.07 Source: Consultants analysis

56 Ulhasnagar CDP

4.5 Traffic And Transportation Engineering

In India, travel demand in urban areas continues to increase rapidly as a result of both population growth and changes in travel patterns. The situation in Ulhasnagar is not much different. The unprecedented growth in the commercial and the residential activities in Ulhasnagar have lead to increased travel demand. As compared, very miniscule efforts have been undertaken even to satiate the demand.

Like any other city in India, in the absence of a good, convenient and efficient public transport system in Ulhasnagar area, there has been an increasing trend towards in increased ownership and utilization of personalized motor vehicles to commute which has lead to traffic congestion, pollution and other hazards of parking etc. The road infrastructure also does not cater to the traffic demand at present, which can be seen in reduced speeds along the roads, parking of vehicles on the street thereby reducing the effective carriageway etc.

In this chapter, an attempt has been made to appreciate the present situation as far as traffic and transportation situation is concerned. On the basis of the site visits, previous studies and reports and discussions with authorities consultants have formulated the proposals which will help achieve the vision Ulhasnagar CDP.

4.5.1 Existing Situation Analysis:

The Ulhasnagar City is unique in the manner of its unplanned but economically beneficial growth. The study of land-use pattern, transport Infrastructure, external linkages, parking conditions, situation of existing roads etc. has been undertaken as part of the study of the existing situation. The existing situation has been studied and analysed. This study will lead to appreciate the problems the city is facing and will also give an insight in to overcoming the problems and formulate the vision for City Development Plan of Ulhasnagar.

Land-use Considering the entire development factors transport network will play a vital role in the sustainable development of city. At present the road network occupies only 8% (103.71 Ha.) of the total area (1334.0 Ha.) of the city. According to the UDPFI norms for the medium city the road network shall constitute around 17 to 20% of the total town area. In case of Ulhasnagar, the area required for the road network even if we consider area under roads as 15% of the total area, will be around 200 Ha. This indicates the need of planning proper road network within the city. However this will involve huge rehabilitation and resettlement and for which Ulhasnagar city has no land

57 Ulhasnagar CDP left. In such a situation, the area under roads will have to be judiciously decided on need based situation.

The development of new roads will take care of the building up of new links for ease of traffic congestion but apart from developing new roads the existing roads will have to be upgraded by strengthening and widening. The gaps in the road network considering the need of up gradation of the roads will have to be prepared so that city of Ulhasnagar reaches to the limits set by UDPFI.

Table 4-12: Land-use Pattern for Ulhasnagar Area Land use Percentage Hectares Residential 721.4 54 Commercial 57.35 4 Industrial 127.7 10 Pub & Semi Public 60.46 5 Recreational 14.58 1 Transportation 103.71 8 Not available for development 248.8 19

Transport Infrastructure As part of appreciation of the transport scenario of Ulhasnagar, the vehicle registration data for Ulhasnagar city was collected from the previous studies. The table 7.2 indicates that vehicle registration data for the city. From the table 7.2 and the pie- chart one can observe the dependency on two- wheelers and three wheelers of Ulhasnagar residents. About 77% of the total vehicles registered are two wheelers and about 17% of all the vehicle registered are three- wheelers. Over and above, it is supposed that nearly 20% of the auto-rickshaws may be operating without proper documentation. While it is an accepted fact that the UMC may not be able to intervene with wider statutory and regulatory laws concerning urban transport and private ownership, the municipal body would need to intervene.

One can attribute the reasons for this as absence of Public transport system. As on today, the State transport services are being operated from Vitthal wadi depot and there is no Municipal Transport Services are being operated by UMC. The UMC is on the route of State Transport buses, and has recently agreed to collaborate with the Kalyan Dombivali Municipal Corporation (KDMC) to manage bus routes to Kalyan, Shahad, Raita and Navi Mumbai.

58 Ulhasnagar CDP

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59 Ulhasnagar CDP

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Figure 4-8: Exiting road widths in Ulhasnagar

60 Ulhasnagar CDP

At the same time the city has been strongly connected with Sub-Urban railway system, there are three railway stations which cater to Ulhasnagar population. These are Ulhasnagar, Shahad, and Vitthal-wadi.

Thus one can say that the external connectivity of Ulhasnagar for other sub-urban area of MMR is alright in-terms of Rail and road services, the problem is of intra city movement which is not getting catered properly by Public Transport.

Table 4-13: Vehicle Registration data for Ulhasnagar Sr. No. Type of Vehicle No. of Vehicles 1 Two Wheelers 46712 2 Three Wheelers 9632 3 Four Wheelers 2177 4 Heavy Vehicles 1960 5 Other 74

No. of Vehicles in Ulhasnagar

Heavy Vehicles Other 3% 0.1% Four Wheelers 4%

Three Wheelers 16% Two Wheelers 77%

Chart 4-1: Vehicle composition in Ulhasnagar

4.5.2 External Connectivity

The external connectivity of Ulhasnagar has been established to other regions through road and rail network. The existing situation has been as far as external connectivity is concerned is as under: a) Road network: Ulhasnagar has not been connected by any National highway as on today. However, the city has been connected to other nearby areas by State

61 Ulhasnagar CDP

Highway network. The Kalyan- Mubad state highway forms the boundary for the city and the Kalyan- Ambernath state highway intercepts the city one can say that the state highway passes through the heart of the city. As the road passes through the CBD of Ulhasnagar, the through traffic has to pass through the congestion of the bazaar area of Ulhasnagar. The connectivity to Thane district as well as to Mumbai is through the NH-3 and Kalyan- Shil road. The connectivity to Mumbai and Thane will be improved once the Kalyan- Shil road is made four laned. It is understood that the road is already being widened under BOT scheme by Maharashtra State road Development Corporation. b) Rail Network: As mentioned earlier, the city is being catered by three railway stations. One can say that the city is bound by railway lines namely Mumbai- Nasik and Mumbai – Pune railway line. Mumbai- Nasik railway line is on the northern side of the city and Shahad station gives access to this city for Mumbai – kasara railway line. Ulhasnagar and Vitthal wadi stations are falling on the Mumbai – Pune Railway line i.e. Mumbai – Karjat sub-urban railway line. However the city is fortunate to have three railway stations, one can say that there is complete absence of feeder services to these stations and is being catered only by two wheelers as well as three wheelers. The area around the railway stations also needs attention in-terms of segregation of passenger and vehicular movement and redistribution of activities, which will lead to the safe and efficient movement of passenger and vehicular movement to wards these railway stations.

Looking at the draft of the present rivers it seems that the movement of passengers and the goods is not feasible by water transport. The trip lengths will also be quite small while considering the water transport movements. The nearest air strip is Ambernath, but city as such has to depend up on the Mumbai air port for their domestic and international air travel needs.

4.5.3 Existing City Road Infrastructure:

Ulhasnagar is fortunate enough to have reasonably good roads with fair riding quality. This can be attributed to that the fact that UMC adopted program for road concretisation. About 28% of all the roads are already concretised. About 66% of the roads are asphalt roads. Remaining are Kutcha roads. The statistical data as regard to the roads can be summarised as follows: • Total Length of Roads = 126.20 kilometres • Cement Concrete Roads with Length / Width (with or without footpaths) = 34.75 kilometres. • Asphalted Roads with Length /` Width (with or without footpaths) = 83.53 kilometres • Kutccha Roads with Length / Width = 1.73 kilometres

62 Ulhasnagar CDP

Table 4-14: Road Condition in UMC Type of Road Length in Km. Cement Concrete Road 34.753 Asphalt Road 83.532 WBM 6.185 Other 1.73 Total 126.20

Chart 4-2: Road conditions in Ulhasnagar The width of roads developed has been compared with the development plan widths. The table prepared indicates the achievement of UMC in implementing Development plan as far as road development is concerned.

Table 4-15: Road condition in Ulhasnagar Municipal Corporation Road Existing Road Required to Width as Developed + D.P. Developed to D.P. Total per D.P. Width Width (in Feet) Nos. Length in m Nos. Length in m Nos. Length in m 100 - - 7 14600 7 14600 80 2 3850 6 3950 8 7800 60 7 6500 11 8050 18 14550 45 3 1050 1 750 4 1800 40 16 4625 167 62605 183 67230 35 2 1250 1 380 3 1630 30 4 825 28 7300 32 8125 34 18100 221 97635 255 115735 Source: PWD, UMC

63 Ulhasnagar CDP

One can see from the above table that even though the total road length of Ulhasnagar is 126km only 18.1 Km of roads have been developed as per the Development plan width i.e. only 14% of the roads have been developed with the standard cross section suggested by Development plan. Roads with reservations of 100, 60 and 80 feet will form the arterial network of the Ulhasnagar city and major deficiency can be observed in the development of these roads. At present no road has been developed for 100 ft. ROW and about 14Km of roads are required to be developed for 100ft. ROW. The above table is the indication that about 97km of roads will have to be developed to desired DP widths. This will give major relief to the road transportation.

4.5.4 Urban Public Transportation:

Presently the Urban transportation system in Ulhasnagar is mainly dependent on Intermediate Public Transport system including Auto rickshaws. The state transport services from Vitthalwadi depot caters to the city for about 2/3 routes. The need is felt for feeder services which will cater to the city population for reaching to the nearby railway stations. The routes can be planned so as to connect the major residential wards/ camps with the bazaar areas. But for all this a pre-requisite will be adequate wide roads which can accommodate the bus- service.

4.5.5 Parking situation:

As Ulhasnagar is very important as the commercial centre and industrial centre, the parking demand for vehicular traffic is quite high, and one can say that there is no parking facility available in the existing condition.

Traffic congestion and locating a suitable and safe parking space are the constraints faced by the passenger vehicle owners visiting the bazaar and commercial areas. The current level of parking arrangement is very poor, as both two and four wheelers on these main roads do kerb side parking. This effectively reduces the available carriage way to only one lane, as slow moving vehicles occupy the left most available lane. The existing off-street parking is not organised, and vehicles are parked in the open.

Due to large commercial activities, the demand for parking of goods vehicles is also quite high. There are no facilities like truck/ tempo terminals and all the goods vehicles get parked along the roads at the out skirts of the bazaar areas waiting for consignments. This has also lead to severe congestion on the existing roads which already are of inadequate width.

The parking in the residential areas is also a serious concern and due to excess FSI/ high density of population, the parking of vehicles in the residential areas has become a serious concern.

64 Ulhasnagar CDP

The existing roads for P1 & P2 parking for Private vehicles in Ulhasnagar:

• Bharat Square to Shiru Square only for the two wheelers. • Shiru Square to Nehru Square only for the two wheelers. • Gol Maidan to Shivaji Square Furniture Bazaar road only for the two wheelers. • Nehru Square to Amen Talkies road only for the two wheelers.

The Work in Process / Completed by Corporation: Development of Parking Slots near Shahad Station on the reservation 142 and 189. The work is taking place on BOT basis.

65

SOCIAL INFRASTRUCTURE

5.1 HEALTH FACILITIES 5.2 EDUCATIONAL FACILITIES 5.3 RECREATIONAL AND ENTERTAINMENT FACILITIES Ulhasnagar CDP

CHAPTER 5: SOCIAL INFRASTRUCTURE

Economic growth is not possible without the development of economic infrastructure and human growth is not possible without the development of social infrastructure. Social infrastructure can be defined as the facilities provided at City and Community level, one to enhance people’s participation in social development through community interactions and second to provide comfort and education. These facilities become necessary to be provided once a society is formed, so that people develop a sense of belonging and gain confidence in the society. Accessibility to Social Infrastructure is one of the major indicators to assess the quality of life in urban settlements. Together, these include facilities pertaining to Health, Education, Socio-cultural activities, Community facilities pertaining to Recreation, Religious activities, Social Congregations, Cremation/ Burial Grounds etc. These are planned in terms of population norms with stipulated permissibility conditions and development controls.

5.1 Health Facilities

Ulhasnagar as any other city, with its growing population demands greater attention towards health facilities available. Better health facilities result into better prospects and are indicators of growth. Effects of poor facilities may hamper the growth directly resulting weakening of the city economy. In Ulhasnagar, health management is recognised as a priority by UMC and efforts are made to monitor and provide support to both public and private hospitals in the city limits. An overview of the existing health facilities available in Ulhasnagar, the comparative assessment of existing and required Health Facilities is given in this section.

5.1.1 Existing Health Facilities in Ulhasnagar

There are three government hospitals, 70 private hospitals and 470 dispensaries within Ulhasnagar Municipal Corporation limit. The total numbers of beds available in these hospitals are nearly 355. It is however noticed that there is no major hospital to provide higher-level medical facilities and the people depend for such facilities available in Mumbai city. The detailed healthcare scenario is tabulated below.

Table 5-1: Health Facilities available in Ulhasnagar town Sr. No. Particulars Numbers Beds 1 General Hospitals 3 355 2 Polyclinic 0 00 3 Nursing Home, Child Welfare & Maternity Centre 70 1200

66 Ulhasnagar CDP

Sr. No. Particulars Numbers Beds 4 Dispensary 470 - Source: ESR 2004-05

Other than basic Health facilities these health institutes has only 1 blood bank in Central Hospital, 15 pathology laboratories and 9 Intensive Care Units. The health facility is well supported by 250 medical shops and 700 practitioners.

Figure 5-1: Map showing reservations for Health Infrastructure in Ulhasnagar

67 Ulhasnagar CDP

5.1.2 Future Demand for Health Facilities

To meet the demand the health facilities required by the year 2031 is estimated using standards from UDPFI guidelines. Thus to meet the standards Municipal Corporation needs to provide following health facilities in Ulhasnagar buy 2031.

Table 5-2: Existing and Projected Requirements for Nursing homes, child welfare and maternity centers. Existing Required Year Population GAP Area Required Units beds Units beds 2005 511917 70 1200 26 768 -44 -11.10 2006 521619 70 1200 26 782 -44 -10.98 2011 570483 70 1200 29 856 -41 -10.37 2016 618155 70 1200 31 927 -39 -9.77 2021 666645 70 1200 33 1000 -37 -9.17 2026 712636 70 1200 36 1069 -34 -8.59 2031 751333 70 1200 38 1127 -32 -8.11 Source: UMC, Consultants analysis

Table 5-3: Existing and Projected Requirements for Government Hospitals Existing Required Year Population GAP Area Required Units beds Units beds 2005 511917 3 355 5 1024 2 3.92 2006 521619 3 355 5 1043 2 4.10 2011 570483 3 355 6 1141 3 5.00 2016 618155 3 355 6 1236 3 5.89 2021 666645 3 355 7 1333 4 6.78 2026 712636 3 355 7 1425 4 7.63 2031 751333 3 355 8 1503 5 8.35 Source: UMC, Consultants analysis

Table 5-4: Existing and Projected Requirements for Polyclinic Area Existing Required Area Year Population GAP Required Units Units Required 2005 511917 3.92 0 5 5 0.51 2006 521619 4.10 0 5 5 0.52 2011 570483 5.00 0 6 6 0.57 2016 618155 5.89 0 6 6 0.62 2021 666645 6.78 0 7 7 0.67 2026 712636 7.63 0 7 7 0.71 2031 751333 8.35 0 8 8 0.75 Source: UMC, Consultants analysis

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Table 5-5: Existing and Projected Requirements for Dispensary Existing Required Area Year Population GAP Units Units Required 2005 511917 470 77 -393 -39.32 2006 521619 470 78 -392 -39.18 2011 570483 470 86 -384 -38.44 2016 618155 470 93 -377 -37.73 2021 666645 470 100 -370 -37.00 2026 712636 470 107 -363 -36.31 2031 751333 470 113 -357 -35.73 Source: UMC, Consultants analysis

In order to meet the requirements of health related infrastructure, the following broad strategies are proposed: • Shortfall in the availability of number of beds per 1000 population can be met through enhancement in Floor Space Index for various levels of health facilities, • Promoting rebuilding of the existing old hospitals, and • Shifting of contagious diseases hospitals from existing urban areas to the proposed urban extension, with proper seclusion facilities and connectivity, and using the space thus made available for general hospitals.

There shall be following 3-tiers of health facilities for the city population:

Table 5-6: Planning Standards for Health Facilities Planning Norms & Standards Sr. Category Pop. / Unit No. Plot Area (approx.) 1 Hospital A (201 beds to 500 beds ) 2.5 lakh 1.5 ha to 2.5 ha 2 Hospital B (101 beds to 200 beds) 1.00 lakh 0.5 ha to 1.0 ha 3 Hospital C (Upto 100 beds) 1.00 lakh 0.25 ha to 0.5 ha Source: UDPFI Guidelines, 1996

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5.2 Educational facilities

Out of total population of 4, 73,731 of census 2001, 3, 52,871 are literates which give a literacy rate of 74% lower than Brihan Mumbai (81%). Out of 74% total 56% are males and 44% are females in the town.

5.2.1 Existing Educational Facilities

Primary schools According to the recent survey conducted, it 'is found that there are 132 primary schools in the town. The primary education is with the Ulhasnagar municipal corporation there are in all 64732 primary going students. In these 132 primary schools, there is 1475 teaching staff. Secondary schools There are 47 secondary schools in the town. The primary education is with the Ulhasnagar municipal corporation there are in all 23000 primary going students. In these 47 secondary schools, there are 978 teaching staff. Colleges The higher education in Ulhasnagar is sufficient to serve its resident population. Students from neighbouring towns also utilize the facilities available in the town. But as the colleges in Ulhasnagar are not able to provide quality education, students do travel to Mumbai, New Mumbai or Thane city. The details of higher education facilities available in Ulhasnagar are shown in the table below.

Table 5-7: Higher education facilities available in Ulhasnagar Type of Institution Number Teaching Staff Students Junior Colleges 14 320 14200 Degree Colleges 2 182 9036 Education Colleges 3 43 720 Technical & Vocational Schools 1 28 698 Pharmaceutical Colleges 1 19 120 Polytechnics 1 16 120 Source: ESR 2003-2005

Table 5-8: Educational Facilities available in Ulhasnagar city Sr. No. Particulars Number 1 Primary Schools 132 2 Secondary Schools 47 3 Higher Secondary Schools 14 4 Technical Institutes 03 5 Professional Training Institutes 03

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104

Figure 5-2: Map showing reservations for schools in Ulhasnagar

71 Ulhasnagar CDP

5.2.2 Future Demand for Educational Facilities

The educational infrastructural requirements considering the Planning Norms & Standards are described below:

• Primary school: Student population shall be 15% of the total population One site for 500 students Area for school building = 5 sq. m. per student Area for school play ground = 3-5 sq. m. per student

• Secondary School: Student population shall be 7.5% of the total population One site for 750 students Area for school building = 5 sq. m. per student Area for school play ground = 10 sq. m. per student

Based on the above assumptions and standard requirements the education facilities required in the town is estimated and shown in the table below;

Table 5-9: Projected Requirements of Primary Schools Area (Ha) No. of PS No. of PS Year Population GAP Required to fill EXISTING REQUIRED the GAP 2005 511917 132 102 -30 -12 2006 521619 132 104 -28 -11 2011 570483 132 114 -18 -7 2016 618155 132 124 -8 -3 2021 666645 132 133 1 1 2026 712636 132 143 11 4 2031 751333 132 150 18 7 Source: Consultants analysis

Table 5-10: Projected Requirements of Secondary Schools Area (Ha) No. of SS No. of SS Year Population GAP Required to fill EXISTING REQUIRED the GAP 2005 511917 47 68 21 34 2006 521619 47 70 23 36 2011 570483 47 76 29 47 2016 618155 47 82 35 57

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Area (Ha) No. of SS No. of SS Year Population GAP Required to fill EXISTING REQUIRED the GAP 2021 666645 47 89 42 67 2026 712636 47 95 48 77 2031 751333 47 100 53 85 Source: Consultants analysis

Keeping the need for expansion and diversification as brought out above, the availability of land could become a major constraining factor. It has, therefore, become necessary to develop policies and norms, which would enable optimal utilisation of land and available educational infrastructure. Further, in the light of practical experience in so far as school education is concerned, the policy should be geared to encourage integrated schools from the pre-primary to the higher secondary level, rather than allocating space separately for Nursery Schools, Primary Schools and Middle Schools.

In the light of the above the following planning policy parameters should be considered: • Other educational activities may be permitted within school plots after school hours subject to NOC / clearance from the concerned departments/ organizations. • The educational institution premises may be permitted to function in two shifts, subject to statutory approvals and any other conditions that may be stipulated by the relevant competent authority. • Nursery School may function as part of Primary School/ Secondary School/ Senior Secondary School wherever needed. Separate / exclusive Nursery Schools may be permitted, by way of mixed landuse in residential premises subject to strict conditions regarding plot sise, ground coverage, FSI location in terms of accessibility capacity.

5.3 Recreational and Entertainment Facilities

Ulhasnagar town is facing acute shortage of well developed gardens and play grounds within the municipal corporation limit. Social facilities are important for the city, as these are the places where community participates. These are interacting spaces and needs to be utilised to get the maximum benefit out of them. Open spaces & parks are associated with pleasure, recreation, human encounters as well as communal celebrations. It may as well play a significant role in renewing & stabilizing the cities’ social & economic base. In use of open space the population has found a sense of unity

73 Ulhasnagar CDP as well as of pleasure in revealing to itself the varieties of age, class, nationality & race of which the great city is composed.

In today's city (Marcus and Francis 1998) serious effort to deal with education, housing, jobs & crime are nearly always paralleled by attention to the city's open spaces. It may be an oversimplification to say that the best cities have the best parks. The future of cities will largely be determined by the degree to which people develop a positive desire to live in them. Compactness is no longer a necessity because we have modern technology of transportation & communication. So parks & open spaces are the only space where people continue to gather in tightly knit agglomerations.

Towns without parks would be miserable places indeed and there would be few who would doubt that parks and open spaces have a critical role to play in making sure that city life remains bearable.

Open spaces can broadly classified into i. Parks and gardens - including urban parks, country parks and formal gardens; ii. Natural and semi-natural urban green spaces - including woodlands, urban forestry, scrub, grasslands (eg down lands, commons and meadows) wetlands, open and running water, wastelands and derelict open land and rock areas (eg cliffs, quarries and pits); iii. Green corridors - including river & canal banks, cycle ways, and rights of way; iv. Outdoor sports facilities (with natural or artificial surfaces and either publicly or privately owned) - including tennis courts, bowling greens, sports pitches, golf courses, athletics tracks, school and other institutional playing fields, and other outdoor sports areas; v. Amenity green space (most commonly, but not exclusively in housing areas) - including informal recreation spaces, green spaces in and around housing, domestic gardens and village greens; vi. Provision for children and teenagers - including play areas, skateboard parks, outdoor basketball hoops, and other more informal areas (eg 'hanging out' areas, teenage shelters); vii. Allotments, community gardens, and city (urban) farms; viii. Cemeteries; ix. Accessible countryside in urban fringe areas; and x. Civic spaces, including civic and market squares, and other hard surfaced areas designed for pedestrians.

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5.3.1 Existing Sitiuation

At present, the city has only 0.35 Ha of recreational open space. According to MMRDA, Ulhasnagar has come up with an image of an industrial town. The development in Ulhasnagar is in a very congested and haphazard manner. It is estimated that almost 80% of construction is illegal. The types of unauthorised development witnessed in Ulhasnagar include:

• Encroachment on the sanctioned reserved plots and Roads. • Violation of Building Bye Laws. • Slums and Unauthorized construction. • Violation of Land use.

Major issues relevant to the study were identified, which are listed below.

• 97% of the area has been already developed which lefts no scope for the future development. Remaining area consists of drain, marshy land and uneven land which cannot be developed. • Most of the plots reserved for open spaces have been encroached creating a pressure on the basic social infrastructure. • The Land use in Ulhasnagar is predominantly mixed. This affects the environment creating a noise, air and water pollution in the residential areas. • Parking is inadequate creating a haphazard parking along the sides of major roads. • The banks of River Valdhuni, which was designated as green zones in the Development Plan, have been encroached and is the area is worst affected during the rains. • Recreation is another major issue in this area. The city is in tremendous pressure for want of land for recreational activities. Few sites have been preserved as recreational areas and most of the areas are either encroached by slum dwellers or an illegal construction has taken place.

5.3.2 The Guidelines and Future Requirements

The table below shows the recreational Area requirement based on the standards set up and followed at national level. These standard norms were used to asses the future requirements of Ulhasnagar.

Table 5-11: Recreational Area requirement as per UDPFI Planning Unit Area in sq. m per person Housing cluster 3-4 local parks and playgrounds Sector 3-4 local parks and playgrounds

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Planning Unit Area in sq. m per person Community 2-3 community level parks and open space District 1 district level park and sports centre, maidan 1 city level park, sports complex, botanical/ zoological Sub-city centre garden, maidan Overall town/ city 10 sq.m -12 sq.m per person level Source: UDPFI Guidelines, 1996

Small Towns: 1 to 1.2 Ha per 1000 persons for town level recreational facilities (excluding the open spaces in residential pockets). The open spaces are to be developed with the other socio – cultural and commercial facilities so that they can serve multiple purposes.

Medium Towns: 1.4 to 1.6 Ha per 1000 persons. The lower income areas shall be provided with more open spaces and the area under facilities like community halls etc. can be merged with open spaces to suit their social requirements.

Large or Metro Towns: 1.2 to 1.4 Ha per 1000 persons (depending on land availability). Since the older parts of the cities are highly deficient of recreational spaces, the additional provisions in the new developments to take care for the existing deficiencies. Additional city level special parks such as Botanical and Zoological parks, Picnic huts, Children parks, Amusement parks, etc are required.

The open spaces and garden requirements were estimated for Ulhasnagar, taking standard of 1 ha of open spaces required for the population of 25000 and 1 ha of gardens required for 50000 populations. The requirements of these are given below in the table.

Table 5-12: Future Requirement of Social Facilities 2006 2011 2016 2021 2026 2031 Sr. Population 521619 570483 618155 666645 712636 751333 No. Particulars Total Area in Hectare Required for Facilities Open Spaces/ 1 20.86 22.82 24.73 26.67 28.51 30.05 Playground 2 Garden 10.43 11.41 12.36 13.33 14.25 15.03 Source: Consultants analysis

A study was organisned by Mr. Harshal Bhaviskar, a research student from IIT Kharagpur in which various recreational areas in Ulhasnagar and their location were documented. Activities occurring in these areas and the user groups were also observed. Local residents were interviewed at random to assess, the socio-economic

76 Ulhasnagar CDP status of the users, purpose of visit, frequency of visit, safety around the open spaces, to attract public opinion and to assess the willingness to pay for maintenance of Recreational areas. Based on the existing situation assessment, recommendations and proposals were given. According to the study, the following may be required to develop open spaces in Ulhasnagar:

• Identifying and evaluating the potentials of existing open spaces at City, Community, and Cluster Level. • Integrating the Social and Cultural behavior with the Recreational spaces. • Evaluating the potentials of Open Spaces after demolition. • Improving the location and distribution of recreation facilities in the neighborhood. • Detailing out Recreational Activity Plan at City, Community, and Cluster Level. • By proposing Recommendations and Guidelines to protect the deteriorating open spaces, wherever necessary.

The following actions may be required to be taken to improve the condition of open spaces: • Encroachments on the identified reserved plots to be removed. • Existing undeveloped recreational areas to be developed. • Existing parks at Community, Sector and Cluster level to be developed on priority basis. • Maintenance of the existing and proposed sites to be carried out regularly. • Measures to be taken to improve safety of citizens using the parks. Keeping watch on crime prone areas and increasing security in the vicinity, fencing of perimeter etc. • Recreational Activities to be determined by carrying out compatibility analysis. • Regular monitoring of sites, prone to encroachment, to be carried out. • Creating awareness among people to keep their neighborhood clean by not throwing any solid waste on streets, open spaces and vacant plots. • The development cost of landscaping on the proposed sites could be recovered by collecting additional taxes from the Households. The calculation is done for 20 years at a discount rate of 10%. • For Development of Recreational Open Spaces Proposals shall be at three levels- Community, Sector, and Cluster level.

At Cluster Level : Rs. 63 per HH

At Sector Level : Rs. 75 per HH

At Community Level : Rs. 86 per HH

77

URBAN POOR

6.1 SCHEMES FOR URBAN POOR 6.2 SLUMS IN ULHASNAGAR 6.3 APPROACH / METHOD FOR IMPLIMENTATION Ulhasnagar CDP

CHAPTER 6: URBAN POOR

Urban poor are those people residing in urban areas, who cannot fulfil their family needs in open urban consumer market due to low wages, under employment and unemployment.

The Mumbai-metropolis being a state capital as well as financial capital of Nation has created opportunities in many fields and at many levels. It has naturally attracted large number of people from rural and other areas, leading to large-scale in-migration in and around the city. For temporary shelter these migrated population have opted for low cost housing and if such not available then Slums or small hutments. They have not willingly chosen these shanty structures and unhygienic environment but have been driven to this option due to compelling circumstances and unaffordable prices of housing in formal sector. These Slum and hutment dwellers undoubtedly have a share in the Growth, Status, & prosperity of the region, as they are service providers in the un-organised sector. Now they form an integral part of this vibrant metropolis.

Ulhasnagar being in the MMR and highly influenced by the economic development of Mumbai due to its good connectivity, has also experienced similar pressure on land for housing. Similar issues regarding housing and slum dwellers remains with both the cities. Ulhasnagar city now has developed like an urban island between the Kalyan Dombivali Municipal Corporation and the Ambernath Municipal Council. There is no Scope for the City to grow through acquisition of new land for housing. The inner city of Ulhasnagar is representative of improper formal housing structures while the slums areas, authorized and unauthorized, pose further stress on the existing housing stock of the City.

The Governments in initial response up to the early 1970 was treating such settlement as illegal and resorting to demolition and clearance. The administration did not bother to see what happened after the slum clearance operation. The second phase of response was to tolerate the slum structures as a housing solution and provide civic amenities to the slum dwellers as environmental improvement work. An act called The Maharashtra Slum Area (Improvement, clearance & Redevelopment) Act 1971 was passed and improvement works were defined therein. In mid of eighties a programme called “Slum Up-gradation” was implemented with World Bank assistance. In this programme, the slum land was to be given on long lease of 30 years to the co-operative society of slum dwellers at nominal lease rent. Government also provided upgraded civic amenities and soft loans to the slum dwellers for renovation of their individual structure on as is where basis. But this did not noticeably improve the living conditions and hygiene of their

78 Ulhasnagar CDP settlements. Because of high density of such settlements, upgradation on ‘as is where is basis’ proved to be difficult.

6.1 Schemes for Urban Poor

Various schemes for the upliftment of the urban poor have been initiated by the government, which includes slum improvement and slum rehabilitation. The special national housing programmes for the urban poor like VAMBAY and National Slum Development Programme (NSDP) were already initiated. VAMBAY is a centrally sponsored scheme for construction and up-gradation of dwelling units with sanitation facilities for urban slum dwellers living below the poverty line (BPL). The demand- driven scheme has a 50:50 funding pattern between Centre and the states.

Under this cost of ceiling varies from Rs.40, 000 to rs.60, 000 per unit. The minimum area for each unit should not be less than 150sqft and is applicable to EWS/BPL category only. Urban local bodies are required to prepare proposals for such schemes. National Slum Development Policy (NSDP) has been later on merged into VAMBAY scheme to frame an integrated approach towards improvement of slums.

6.1.1 VAMBAY

VAMBAY is a centrally sponsored scheme for construction and up-gradation of dwelling units with sanitation facilities for urban slum dwellers living below the poverty line (BPL). The demand-driven scheme has a 50:50 funding pattern between Centre and the states. Under this cost of ceiling varies from Rs.40, 000 to Rs.60, 000 per unit. The minimum area for each unit should not be less than 150sqft and is applicable to EWS/BPL category only. Urban local bodies are required to prepare proposals for such schemes. National Slum Development Policy (NSDP) has been later on merged into VAMBAY scheme to frame an integrated approach towards improvement of slums.

6.1.2 BSUP

Over a period, various schemes with reforms have been brought forward to Special emphasise has been given to the services for the urban poor in JNNURM. Under the same BSUP (Basic Services for Urban Poor) have been launched with following objectives:

79 Ulhasnagar CDP

Objectives of BSUP

• Focused attention to integrated development of basic services to the urban poor, Security of tenure at affordable price, improved housing, water supply, and sanitation, Convergence of services in fields of education, health and social security. • As far as possible providing housing near the place of occupation of the urban poor Effective linkage between asset creation and asset management to ensure efficiency Scaling up delivery of civic amenities and provision of utilities with emphasis on universal access to urban poor. • Ensuring adequate investment of funds to fulfil deficiencies in the basic services to the urban poor.

6.1.3 IHSDP

Along with JNNURM, IHSDP (Integrated Housing and Slum Development Policy) has been launched with emphasise on civic amenities and utilities to urban poor with following objectives: • Holistic slum development • Healthy and enabling urban environment; and • Adequate shelter and basic infrastructure facilities to the slum dwellers of the identified urban areas.

However it is evident from the policy that schemes under IHSDP will be funded for those areas only where JNNURM is not applicable. It is important to mention here that under JNNURM ceiling cost is not prescribed. However IHSDP gives clear indication that ceiling cost will be Rs.80,000/- unit with area of house minimum to 269 sq.ft, where reserved category will get benefit of 10% and others will get upto12% with a cluster approach in planning. At the same time JNNURM fixes the share of subsidy between GOI and Government of Maharashtra to be 50:50 where as under IHSDP it is 80:20. It is interesting to note that JNNURM at one end works out the cost of house to be Rs.2 lakhs (for city like Mumbai) for its housing project and allied infrastructure and includes cost of services to be Rs.20,000/- per house under BSUP.

6.2 Slums in Ulhasnagar

Almost 21 % of the total area of Ulhasnagar is occupied by the urban poor residing in slums. Around 133 hectares of tenements have been declared as slums. Undeclared slums constitute 156 hectares. The total area under slums is 289 hectares.

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Table 6-1: Statistics for slums in Ulhasnagar Net count Area Status Gross count (parcels) (pockets) (in hectares) Declared Slums 48 30 133 25 large Undeclared Slums 91 156 20 small Total 139 75 289 Source:

UMC has implemented a few schemes under slum improvement programmes. As a part of the same water supply, public toilets, drainage, roads and street lightening is provided in the slum pockets or in the rehabilitated areas.

Slums.shp DECLARED_SLUM UN_DECLARED_SLUM 25 wards cut.shp

Figure 6-1: Map showing location of declared and undeclared slums in Ulhasnagar

81 Ulhasnagar CDP

Under the aegis of VAMBAY, the UMC is implementing the scheme prepared by the Government to improve the slum housing sector in the city. The cut-off being slum dwellers eligible to declare their presence or existing on or before January 1, 1995, and belonging to backward class communities, i.e., Scheduled Castes, Scheduled Tribes and Other Backward Classes as well as Economically Weaker Sections /Below Poverty Line (BPL), Physically Handicapped are deemed to be eligible for the scheme. The UMC has been implementing the scheme comprising (a) construction of new houses having area of not more than 225 square feet, (b) repairs to existing houses and (c) construction of latrines in slums.

The UMC has recognized and accepted the fact that creating housing for the poor does not simply fulfill the welfare and social objectives of the State, but results in improvement in financial, economic and capital efficiency for the entire city. Such an improvement in the quality of the lives must be seen as benefiting UMC. In this regard, the City has prepared the proposal for slum development on the reserved plots of UMC with the help of VAMBAY and Maharashtra Ordnance No.X of 2003 that has amended the Maharashtra Slum Areas (Improvement, Clearance and Redevelopment) Act, 1971. The implementation in this manner helps the UMC to utilize the land under slums for the use for which it was reserved by redeveloping it.

Proximity to the markets in UMC has been recognized as a vital factor to make them work for the poor. The inadequacies and distortions of the housing policy and land markets of the entire city have begun to be addressed. During 2003-04 of the 48 declared and 81 undeclared slums in UMC, 8 slums have been selected for the survey and project reports that have been prepared by a selected NGO. Two slums have been surveyed with reports in their final stages, while survey works for other slums have been taken in hand. The target of 1500 beneficiaries for the UMC would be completed /met with from the survey of the 8 slums alone.

The survey findings have helped the UMC to recognize that housing which is unaffordable to the poor needs to be subsidized as a step-up support. This is essential because urban development of UMC will always be linked to slum up-gradation. The survey of the 8 slums has already recorded 735 eligible families from the Mahatma Phule Nagar and Vadar Colony. The construction repairs component may not find the necessary number of beneficiaries in the city, while construction of latrines in slums under the aegis of the Nirmal Bharat Abhiyan has placed a target of 1,630 seats, with 15 works being completed, 4 in progress and about 10 works that are yet to begin.

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Table 6-2: Decadal record of housing Table 6-3: Decadal record of number of construction permissions granted in UMC. registered properties in the UMC area.

Year Residential Commercial Year Residential Commercial 1992-93 30 03 1992-93 83219 18877 1993-94 89 05 1993-94 86009 18991 1994-95 172 06 1994-95 86593 19320 1995-96 86 04 1995-96 86766 19346 1996-97 08 -- 1996-97 93607 21453 1997-98 80 03 1997-98 95677 21542 1998-99 170 04 1998-99 96693 21654 1999-00 290 06 1999-00 107935 23737 2000-01 371 09 2000-01 108382 23846 2001-02 240 07 2001-02 112753 26572 2002-03 235 05 2002-03 114848 27812 2003-04 167 78 2003-04 116851 30254 2004-05 96 75 Source: Deputy Commissioner, Tax 2005-06 126 67 Department, UMC 2006-07 92 82

Source: Town Planner, UMC

Table 6-4: Tenements constructed in UMC area Year Residential

1992-93 165 1993-94 635 1994-95 1032 1995-96 516 1996-97 48 1997-98 685 1998-99 639 1999-00 1365 2000-01 1567 2001-02 1507 2002-03 1410 2003-04 782 2004-05 768 2005-06 756 2006-07 698

Source: Town Planner, UMC

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6.3 Approach / Method for implimentation

There are two approaches to overcome problem of urban poverty.

1) To provide affordable city services, city infrastructure to these people by proposing low level of services, in terms of road, sewage, water supply, power, land, education and health etc. In some essential services, such as health and education there is needed to have subsidy, as good health and good education are essential tools of human resource development and productivity. It is state welfare approach. It can be designed as cross subsidy by increasing the cost of these services to rich & middle class and to those who desire higher level, five star services.

2) To increase and improve their productivity, skills and tools of production, so that they can earn better wages / income which commensurate with the cost of living in the city and the market prices of various needs. It needs, approach like Antodaya, means reaching the weak of the weakest to resolve problem of poverty.

Firstly, we must understand their social, economic and work skills and culture, Most of them is rural migrant of first and second generation they come to cities because of lack of opportunity in rural area, socially stratified static society, poor law and order and lack of anonymity and small in numbers. On the country, in city, they have plethora of opportunities, good law and order open society, good anonymity in city for doing any work. Most of these people work in bottom level service sector serving needs of local population. They are mostly unorganized and in inform sector from domestic servant, rag picker to unskilled and semiskilled contract Labour in industry and office sector. Under this City Development Plan, BSUP is considered. Stages required to be followed for the same are as follows.

Formation of SRA: As per slum Act 1971 (Improvement clearance & Redevelopment) declare the authority for the purpose of slum rehabilitation scheme.

Constitution of SRA committee/Board CEO Commissioner CORDINATOR Asst. Comm. (Spl. Schemes) MEMBER City Engineer MEMBER Chief Account Officer MEMBER Town Planning Officer

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Functions of the committee • Declaration of slum area • Slum rehabilitation area • Defining the slum rehabilitation authority and its jurisdiction

Proposal and applicability of slum rehabilitation scheme • Framing of Terms of Reference (TOR) for the appointment of Consultant for the preparation of Detailed Project Report (DPR) • Selection of consultant • Preparation of DPR through selected consultant • Obtain NOC from land authorities, for implementation of the scheme, based on the DPR. • If owner is ready to implement the scheme himself then, Publish the scheme for suggestion & objection for DP reservation and TP plot (chapter five of guideline of SRS pt.6) • Obtain the approval of from UD, Govt. of Maharashtra, D.C rule No.46 as per Appendix VII • If land owner (as Authority) is not ready then publish the scheme as per the following preference • First preference to the society of beneficiaries • Public tender for developers • Collect the contribution of beneficiaries and payment of Infrastructural charges. • Send the detail report and account statement to central Govt. for financial support under IHSDP scheme of Govt. of India. • Appointment of PMC for implementation of the rehabilitation project.

Action for the Slum rehabilitation on Govt. Land • To request the Government to transfer land to UMC • Preparation of schematic plan & with tentative land use and economic /financial plan. • Sanction for the same will be done from SRA committee. • Preparation of TOR for calling tender for developer.

Action for the Slum rehabilitation on UMC/Other Land • To obtain the willingness of execution of the rehabilitation scheme by MMRDA • Identification of land • MOA for handing over dwelling units after implementation for distribution to recorded beneficiaries.

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• Prepare detail scheme for financial assistance under IHSDP from Central Government. • Implementation

Economic Development of Urban poor Urban poor are depended on service oriented works generated in city like house keeping, house made, maintenance of building, hawking. Since earning in this sector is just keep them hand to mouth hence there is no surplus available with them to afford the house on rent or on own, this is how slums are created. To upgrade their life one has to strengthen their economic activity by providing a training centres of above services so that their capacity and earning can be increased and they can able to give the better service to the society. These training centers could be for construction labour, maintenance labour, house keeping etc. Hawking does not require training but they need a proper place with facility and easy licenses from the ULB. Licences to the hawkers should be made available easily and at minimum daily amount so that it will be affordable and regular business and with guarantee of license, they can make hawking decent way. For the same, more number of daily bazaar sites with toilet facility needs to be created

Certain issues still missing holistic approach to slums in terms of services and utilities, which still need attention. The public facilities and amenities are equivalent to zero. The unskilled labour inhibiting in these slum areas is deprived of the basic facilities like access roads, safe drinking water and toilets.

Since the land is crucial matter, using higher FSI, multi storied housing blocks can be constructed which will lessen the infrastructure cost also and will make housing more affordable and cheaper. In addition, compact development permits a larger concentration of people within walking distance of a mass transit stop and shortens the access time to other facilities.

It is also important to note that most of the land under slums belongs to either government or the pvt.land having DP reservation. So for improvement of slums, preposition of Public Private Partnership (PPP model) can be a suitable option Redevelopment of slums in areas where 80% reform is required should be looked as an option over the on site improvement schemes as it facilitate more flexibility. But it is worth mentioning that for such redevelopment, development control regulations need some reforms and additions.

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The project cost for redevelopment of slums on the lines of BSUP (basic services for urban poor) is estimated below.

Table 6-5: Estimate of Redevelopment of Slums (Cost in lakhs) Declared Undeclared Sr Cost for Particulars Slums Slums no each unit 12632 HH 14786 HH Per unit cost for building with 1 1.8490 23363.84 27347.82 internal services Per unit cost for external water 2 0.0185 233.7647 273.6261 supply lines Per unit cost for external water 3 0.0175 221.1288 258.8355 supply system Per unit cost of external 4 0.0182 229.9739 269.1889 sewerage 5 Per unit cost for internal roads 0.0531 670.9679 785.3809 Per unit cost for open space 6 0.0143 180.6938 211.5056 development Per unit cost of external 7 0.0900 1137.234 1331.154 electrical supply 8 Per unit cost of common amenity 0.0350 442.2576 517.6711 9 Contingencies 5% 0.1025 1295.183 1516.037 10 Consultant 2.50% 0.0513 648.2233 758.7579 Total 2.2500 28422 33268.5

Table 6-6: Investment phasing meeting the gap Sr. no Components 2007-08 2008-09 2009-10 2010-11 2011-12 Housing for Urban 1 11683.00 18520.00 9116.00 5697.00 5697.00 Poor 2 Infrastructure 2529.00 4008.00 1973.00 1234.00 1234.00

Table 6-7: Share of funds for BSUP scheme Total Investments Share GoI GoM Beneficaries ULB in Rs lacs. % 50% 39% 11% 0% Housing 50712 Rs. Lacs 25356 19778 5578 0 % 50% 39% 0% 11% Infrastructure 10982 Rs. Lacs 5491 4283 0 1208

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ENVIRONMENTAL MANAGEMENT

7.1 MANAGEMENT OF TOPOGRAPHIC FEATURES 7.2 MANAGEMENT OF THE HYDROLOGICAL REGIME 7.3 MAINTENANCE OF ENVIRONMENTAL QUALITY STANDARDS Ulhasnagar CDP

CHAPTER 7: ENVIRONMENTAL MANAGEMENT

Ulhasnagar lies in the catchment area of the Ulhas River which opens out into the Arabian sea throught the Vasai and Thane Creeks. The Waldhuni Nalah and the Khemani nalah, which run into the Ulhas River, drain Ulhasnagar. However, these waterbodies have almost become devoid of life forms due to high pollution. Besides, high ground coverage with few open spaces has left Ulhasnagar with limited ecological resources. Hence, conservation of the available resources and promotion of a cleaner, safer environment calls for attention. There is a need for conserving the existing topographical features and reviving the water bodies while at the same time utilizing these resources to the optimum. This is key to sustainable development of the area.

The following Environmental Management Plan delineates policies for the management and conservation of the city’s natural resources and the protection of the citizens from hazards and pollution. It is imperative that this plan be implemented in coordination with the sustainability and environmental management schemes of Mumbai Metropolitan Region.

The core objectives of this environmental management plan are: • Protection and sustainable use of environmental resources in the Corporation Area • Contribute to the sustainability endeavors of the Mumbai Metropolitan Region • Protection of natural drainage courses • Protection and enhancement of habitat and biodiversity • Enhancement of air, noise water and soil quality

The above objectives can be achieved by strategies, which are broadly classified into four groups: • Management of natural topographic features • Management of hydrological regime • Maintaining environmental quality standards

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7.1 Management of Topographic Features

The topography of Ulhasnagar is of undulated plains. Ulhasnagar is flanked by low rolling hills on the south. The land slopes towards the Ulhas river on the north. The Waldhuni Nalah flowing towards the Ulhas River North West cuts through the city and N offers drainage to the larger part of the city. The relatively new settlements on the southern and western periphery of Ulhasnagar have developed by cutting into the natural slopes. Such practices should be discouraged. The design of new surface drains must take into account, the natural topography of the region, minimizing surface erosion and wastage of mass besides offering efficient drainage.

Development requiring large-scale construction terrain modifications like leveling shall not be proposed on this area. Moreover, any other type of development proposed in the area should preserve the natural relief. Afforestation measures are strongly recommended for preserving slopes.

Figure 7-1: Topography of Ulhasnagar

7.2 Management of the Hydrological Regime

The Waldhuni Nalah plays an important role in naturally draining the area. However, the rapid development of the region has not only increased the quantity of storm water but also increased the runoff. These currently flow into a drainage system consisting of a network of nallahs. During the heavy rains that took on the areas on 26th July the area along the banks of Waldhuni River (around 0.46 square km) was submerged. The water started crossing riverbanks from morning and it started spreading over human settlements. On the right bank, settlements from Samrat Ashok Nagar to Shantinagar were affected. On the left, water gushed into Bharat Nagar, Samata Nagar, Amrapali Nagar, Hira Ghat, Vithalwadi east and some other areas.

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Regular maintenance of the nalah by removing debris will keep the flow smooth and offer efficient drainage during quick floods and cloudbursts. Concretisation of the nallah bed and strengthening of the embankments are necessary for the same.

The stretch of land adjoining the river may be developed into a green belt and made accessible to the public.

7.3 Maintenance of Environmental Quality Standards

7.3.1 Water Quality

Although the city has a sewage network, the inadequacy and subsequent failure of the treatment plant has caused overflow of sewage into nallah directly polluting the water and depleted life in them. The proposed sewage treatment plants and upgrade in sewerage collection system will improve the environmental quality in these water bodies. Besides, it has to be checked that no garbage is disposed of in the water bodies. Besides, only the surface drains must be allowed to flow into the nallah. No industrial effluents or domestic sewage must be allowed to be dumped in the drains. The proposals for treatment of natural drains will be detailed in the project DPRs. The analysis of drinking water quality test conducted on 13-07-2004 at various tapping points is attached in the annexure.

Regular water quality monitoring at select points of the nalahs and natural channels as well as ground water shall be initiated and compared to national standards set by CPCB. Parameters to be tested for, together with specific testing frequencies and scheduling shall be arrived at based on CPCB guidelines. Whenever the quality does not meet the standards, appropriate remedial measures shall be adopted, after analyzing the potential causes for the quality deterioration.

7.3.2 Soil Quality

The city of Ulhasnagar of 4.73 lakh population generates 0.58 kg / capita of domestic waste per day, which works out to be 297 MT / day. In case of Ulhasnagar, the domestic solid waste consists mainly of kitchen wastes, papers, plastics, glass, metals, rubber etc. The industrial solid waste, from industries like stainless steel industry, mainly consists of nitric acid (powder form), which is sometimes inflammable. The industrial waste generation is assumed to be approximately 23-25 MT / day. Apart from the given quantity of solid waste, there is generation of inert waste from repair of houses, construction activities, silt generated out of cleaning of gutters and nallahs. The quantity of inert waste varies, and is collected and transported to land fill sites.

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Garbage is collected and dumped at two sites which are privately owned, namely, ‘Rana Trading’ (5 acres) and ‘Khadi Machine’ (3 acres). There is a need of trenching for disposal of city garbage. To prevent the emission of the foul smell or any kind of inconveniences to the public there is a need for the treatment of this collected waste. A landfill site at ‘Shanti Nagar’ is closed. In Ulhasnagar an area of 25 ha located near Mauje Kamba village has been identified for future landfill. As per the Municipal Solid Waste (Management and Handling) Rules 2000, the Municipal Bodies are responsible for processing of waste and only rejects (and hazardous waste) are to be sent for landfill site. Till such time a facility is set up to process the waste to produce useful products like fertilizers, energy etc, is established, UMC is to process the waste before it is allowed to go into the landfill. This is to be done by placing the waste on an impermeable surface and allowing the biodegradable component to decompose naturally. This takes approximately 45-60 days.

The site will also have proper facilities for collecting the leachate from the waste during processing so that it does not contaminate the ground water. The ground water as well as the air quality has to be frequently checked to ensure that no such contamination / pollution is taking place. The landfill site must be enclosed and trees must be planted all around.

The site identified will be demarcated visibly and buffered on the perimeter to prevent new development around it. This is to be done before the site becomes operational, in order to avoid conflicts latere. Monsoon water will be prevented from percolating through the heaps, as it can produce highly polluting black runoff (leachate), which can cause damage to the ecosystem .Waste heaps could be made convex to eliminate standing water, upslope diversion drains can prevent water inflow, down-slope diversion drains can capture leachate for recirculation onto the heaps, and disused heaps will be given soil cover for vegetative healing.

Based on preliminary understanding of the topographic and hydrologic features of the corporation, it is recommended that measures be taken to reduce the load on this land fill to the extent possible. This will be achieved by two means:

• Decentralised composting - small decomposing plants shall be set up in the city. These decentralized plants will be able to substantially reduce transportation costs as well as reduce the amount of waste reaching the land fill site. Vermi-composting is proposed for the processing of the waste as it is one of the most cost effective methods for processing Municipal Waste. The Municipal Corporation can incur the capital cost while operation and maintenance may hand over to a private operator. Another option is to go for the Biogas technology developed by either Bhabha Atomic Research Centre

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(BARC). Small composting pits can be developed in the public open spaces amd the compost generated can be used in increasing agriculture productivity.

• Leasing of areas beyond the low lying areas of the Corporation limits for use as land fills and transporting the waste to this location.

Segregation of domestic wastes during door-to-door collection needs to be initiated to implement segregation at source. Besides, separate municipal bins for degradables and non-degradable must be initiated too. The methods adopted and regulations will be in detail in the DPR for solid waste management to be prepared by UMC.

As per the Bio-Medical Waste (Management & Handling) Rules 1998 it is the duty of the biomedical waste generators to segregate, store, transport, process and manage the biomedical waste without any adverse effect to human health and the environment. The industrial solid waste, from industries like stainless steel industry, mainly consists of nitric acid (powder form), which is sometimes inflammable. The industrial waste generation is approximately assumed 23-25 MT / day. Apart from the given quantity of solid waste, there is generation of inert waste from repair of houses, construction activities, silt generated out of cleaning of gutters and nallahs. The quantity of inert waste varies, and is collected and transported to land fill sites or to sites requiring slope stabilization.

7.3.3 Air and Noise Quality

Based on the on the ambient air quality monitoring analysis reports for residential areas in Ulhasnagar, indicates that the Sulphur Dioxide (SO2) levels were above sensitivity limits in all areas. While most of the data were generally within the standards for residential areas, the SO2 content was on the threshold of crossing the sensitivity limits.

The Oxides of nitrogen (NOx) content in analysis indicated that morning concentration at Prabhat Chowk- Camp 5, Shivaji Chowk-Camp 3 and Shastri Chowk –Camp 3 were presenting data beyond sensitivity limits during morning. Shreeram Chowk- Camp 4 and Nehru Chowk –Camp 2 were presenting data beyond sensitivity limits during noon.

The total Solid Particulate Matter (TSPM) content in analysis indicated that morning concentrations at Shivaji Chowk were extremely high beyond tolerable limits. The concentrations at Shivaji Chowk, Nehru Chowk and Prabhat Chowk were extremely high beyond tolerable limits during morning, noon and evening while Shastri Chowk was extremely high beyond tolerable limits during evening.

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The Respirable Suspended Particulate Matter (RSPM) content in analysis indicated that morning concentration at Shivaji Chowk and Nehru Chowk and evening concentration at Shastri Chowk were beyond limits while Central Police Station – Camp 3, Aman Talkies –Camp 2 and Gol Maidan – Camp 1 were beyond limits throughout the day.

The Carbon Monoxide (CO) concentration content in analysis indicated that Shivaji Chowk at 7.0, Central Police Station at 7.2 and Aman talkies at 5.8 were beyond limits for residential areas and certainly far above sensitivity limits. Tables presenting the ambient air quality monitoring analysis reporet for residential areas in Ulhasnagar are attached in the annexures.

Vehicular traffic is a major source of air and noise pollution in the city. Reducing automobile emissions is possible through traffic and transportation improvements. Since traffic congestion delays increase the level of emissions, congestion management has air quality benefits The City should give high priority to traffic improvements that improve vehicle-operating conditions (average speed, delay) such as signal timing improvements, signal synchronization, turn lanes, etc. Tree plantation schemes shall be introduced along the major roads and clearings where space is available. The recommendations for the same will be included in the project DPRs.

7.3.4 Institutional support

To ensure effective implementation of environmental management measures in the Corporation, a separate environmental department with clear cut responsibilities has to be established as part of the existing organizational set up of the Corporation. This department shall be headed by an environmental professional and shall be responsible for: 1. Ensure integration of environmental issues in the development proposals of the Corporation 2. Documentation of environmental resources, it is being assisted by the Pub. Health Officer. 3. Promote/ Carry out studies for conservation of environmental resources and sustainable use of the same. 4. Initiation of tree planting programs in the corporation. The horticulture department shall be integrated with the Environmental Department 5. The Environmental department will provide environmental awareness training to the other departments, monitor and issue recommendations on projects. 6. Support public initiatives towards environmental programs and activities 7. Monitoring of environmental quality in the Corporation Area 8. The water supply and sewerage department is doing support and coordination with MPCB’s regional environmental quality programs.

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REVIEW OF MUNICIPAL FINANCE

8.1 FRAMEWORK FOR ANALYSIS 8.2 SALIENT FEATURES OF MUNICIPAL FINANCES OF UMC 8.3 FINANCIAL STATUS AT A GLANCE 8.4 REVENUE ACCOUNT 8.5 CAPITAL ACCOUNT 8.6 COST RECOVERY ON SERVICES 8.7 KEY FINANCIAL INDICATORS 8.8 KEY ISSUES REGARDS

FINANCIAL CONDITION OF UMC Ulhasnagar CDP

CHAPTER 8: REVIEW OF MUNICIPAL FINANCE

8.1 Framework for Analysis

Ulhasnagar Municipal Corporation (UMC) maintains proper accounts under mains heads as prescribed by the act. The main items of income and expenditure, classified into the revenue account and the capital account under the following categories: • Revenue Account Receipts: o Octroi, Taxes, Non-Tax Sources o Grants, Contribution and Subsidies • Revenue Account Expenditure: o Establishment o Operation and Maintenance o Debt Servicing - Existing and New Loans o Phasing of Non-Debt Liabilities o Additional O&M • Capital Income • Capital Expenditure

For the purpose of this financial assessment, financial data pertaining to the last five years (2001-02 to 2005-06) have been analysed. The first step in analysing the financial position of UMC is to differentiate and categorise the account heads into General Account, Water Account and Capital Account through a budget recasting exercise.

Figure 8-1: ULB Finance Assessment – Analysis Framework

Stage I - Sourcing Stage II - Assessment Stage III - Analysis

*Extra-ordinary account heads Municipal Finances Recast Data: comprising cesses, advances, Data as obtained from • Extra-ordinary account deposits etc is not considered UMC for financial assessment and heads further projections, as these • Budget books items would not affect the • DCB statements financial health of the ULB. • Taxation information Recast Data: • Debt/ non-debt • Revenue Account UMC liabilities’ data • Capital Account Financial Liabilities: Assessment/ • Debt Liabilities Credit Standing

• Non-debt Liabilities

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8.2 Salient Features of Municipal Finances of UMC

UMC’s current accounting system is cash-based; income and expenditure heads are maintained on a cash basis. All expenses towards regular maintenance are treated as revenue expenses, while expenses on new projects are treated as capital expenses. The Standing Committee generally exercises strict control over projects that require capital investment. Direct expenses are appropriated directly to the user department.

The Corporation accounts can be classified under two major heads -- general fund and water & sewerage fund. The revenue sources of the Corporation may be broadly classified as internal or operating income and external receipts.

Internal income includes receipts from the operations of the Corporation in the form of taxes, octroi, water and sewer charges and fees and charges on other services such as advertisement fee and food and license fee. General heads of internal sources are: • General tax and other taxes levied by the municipality such as house tax, education, street and tree tax, etc as applicable. • Income under special acts such as receipts in the form of food and license fee • Income from properties- rent receipts from lands, buildings, and other properties • Income from municipal services such as receipts from water supply charges and fees from other services (health and hospital, public health, etc) and • Miscellaneous income heads such as income from investments, sale proceeds, etc

External fund sources include revenue grants from the State and Central Governments, loans and contributions for projects.

Expenditures incurred towards establishment cost, operation and maintenance expenditures for provision of services and repayment of loans are treated as revenue expenditure and expenditure on asset creation, purchase of equipment and investment in new projects, etc. are treated as capital expenditure.

Advances, deposits, and any items of income or expenditure of temporary nature are treated and accounted for under an extraordinary account. These heads of account are not analysed as they are temporary in nature and have no impact on the overall financial position of UMC.

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8.3 Financial Status at a Glance

The finances of UMC have been reviewed for the last five years, commencing from the UMC - Revenue Account financial year 2001-02 to 2005-

2005-06 06. For all the FYs actuals have

2004-05 been taken into account for

2003-04 analysis purpose.

2002-03 The items of both receipts and 2001-02 expenditure are classified under

0 2000 4000 6000 8000 10000 revenue and capital accounts as Rs. lakhs. Revenue Income Revenue Expenditure per their sources and uses.

Revenue Income of UMC has grown to a level of Rs. 9017 lakhs in the FY 2005-06 from Rs. 6531 lakhs in FY 2001-02 registering a CAGR of 8.4 percent, while revenue expenditure increased at a similar CAGR of 7.89 percent. UMC consistently maintained a revenue surplus of an average 13 percent of its revenue income. However, everything doesn’t appear to be in place with the pressure of capital expenses on the revenue account increasing year after year warranting expenditure control measures and planned capital investments on part of UMC.

Table 8-1: Financial Status at a Glance Items 2001-02 2002-03 2003-04 2004-05 2005-06 CAGR Actuals in Rs. Lakhs % Revenue Account Income 6531 8393 8550 9095 9017 8.40 Expenditure 5718 6634 8051 8224 7747 7.89 Surplus/ Deficit 813 1759 500 871 1269 Capital Account Receipts 742 352 670 328 291 (21) Payments 1556 2066 1383 1271 1304 (4) Surplus/ Deficit (814) (1714) (713) (943) (1014) Overall Status incl. O.B. 407 487 323 282 521

Source: UMC Annual Accounts

Capital income of UMC comprises of own sources, capital grants and contributions, loans and internal transfers from revenue to capital account for utilization towards asset creation. During the review period, the capital income of UMC from own and external sources has been negligible. It can be observed that the capital account has been in deficit position over the years with the fact that UMC has been making capital expenditures from the revenue surpluses generated and from the loans raised.

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8.4 Revenue Account The following section provides an in-depth review of the revenue account, in order to assess the municipal fiscal status and to provide a base for determining the potential of each of the sources and ability of UMC to sustain the extent of planned investments identified under this CDP.

The revenue account comprises of two components- revenue income and revenue expenditure.

8.4.1 Revenue Income The revenue sources of UMC can UMC - Sources of Revenue 1% 16% be broadly categorized as own sources and assigned revenues, 3% grants/ contributions. The source- 67 wise income generated during the review period is presented in Table 8.2 and the detailed income and 13% expenditure statement, the sectoral Octroi Tax on properties contribution and growth rates of Other Tax Revenue Non Tax Revenue each of items are presented in the Assigned Rev, Grants/ Contrib Annexure 1.

Own Sources Own source income includes income from octroi, house tax, other taxes and non-tax income in form of development charges, income from municipal properties, fees & fines and other miscellaneous income. Income from own sources accounts for over 99% of the revenue income, indicating low dependability of UMC on external sources for its operations. The own sources registered an average annual growth rate of about 9 percent. Table 8-2: Source-wise revenue income Items 2001-02 2002-03 2003-04 2004-05 2005-06 Share CAGR Actuals in Rs. Lakhs % % Own Sources 6458 8286 8526 9050 9013 99 9 Octroi 4377 5165 5574 6167 6539 67 11 Tax on properties 747 1256 1259 1023 1104 13 19 Other Tax Revenue 180 310 315 258 302 3 14 Non Tax Revenue 1153 1556 1378 1601 1068 16 (2) Assigned Rev, Grants/ 73 107 24 46 4 1 (53) Contrib Total 6531 8393 8550 9095 9017 100 8

Source: UMC Annual Accounts

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Octroi: is a local tax charged on all goods entering the city; it is levied based on the category of goods (weight, numbers, etc.). It is the single larges source of income accounting for about 67 percent of the RI. During the review period it has registered an average annual growth of 11 percent.

Property Tax: Property tax consists of general tax on properties, tree tax, water and conservancy tax, water and sewerage benefit tax, special conservancy tax, education tax. It is charged as a percentage of net Annual Rental Value (ARV). Net ARV is arrived at based on the capital value of the land and/ or building. Currently, the general tax is 56.5% of ARV. Table 8-3: Property Taxation Rates S. Name of Tax Relevant Min Max. UMC Rate Remarks No. Section % of ARV 1 General Tax 129 12 -- 26 2 Conservancy Tax 129 -- -- 5 3 Special Conservancy Tax 137 -- -- 10 ** 4 Corp. Education Tax 148 A -- 5 5 5 Street Tax 148 C -- 10 6 6 Water Benefit Tax 129 -- -- 3 7 Sewerage Benefit Tax 129 -- -- 1 8 Tree Cess ------0.5 9 Maharashtra Education Cess ------As per slab prescribed under Maharashtra Education and Maharashtra Employment. ------10 Employment Guarantee cess Guarantee Cess Act ** Special conservancy tax levied on marriage halls, hospitals and hotels

In UMC, the general tax and other taxes including water and sewerage taxes levied as part of the property tax account for about 13 percent of the revenue income; this income has registered an average annual growth rate of 19 percent. As can be observed in Table 8.4, the total numbers of properties in UMC jurisdiction are 1.5 lakhs. The number of properties increased at an annual growth rate of 2.65 percent per annum.

Table 8-4: Nos. of Property Tax Assessments 2001-02 2002-03 2003-04 2004-05 2005-06 Average Category Numbers Residential 1,14,633 1,14,848 1,16,418 1,17,418 1,17,898 Commercial 27,745 27,812 30,254 31,451 32,119 Industrial - - - - - Central/ State - - - - - Govt Bldgs Exempted Bldgs - - - - - Total 1,42,378 1,42,660 1,46,672 1,48,869 1,50,017 Growth in PT 0.20 1.50 1.50 1.32 1.13 Assessments Source: UMC

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For the purpose of the assessment of property tax we have separated the water charges from the DCB statement table 8.50. The education and other cess are also not taken in account while projecting the property tax, as they have to be transferred to the state government. The average collection performance stands at about 30 percent of the total demand, this shows the poor collection efficiency in property tax collection, indicating scope for further improvement of collection efficiency. Arrears account for major part of the total demand. Table 8-5: Property tax – DCB statement Item 2001-2002 2002-03 2003-04 2004-05 2005-06 Demand - Rs. Lakh Arrears 2,176 2,858 2,654 2,882 3,462 Current 1,362 1,417 1,717 1,863 2,156 Total Demand 3,538 4,275 4,371 4,744 5,619 Collection - Rs. Lakh Arrears 598 911 660 497 517 Current 426 667 791 785 832 Total Collection 1,024 1,579 1,451 1,282 1,349 Balance - Rs. Lakh 2,514 2,696 2,920 3,462 4,270 Collection Performance -

% Arrears 27 32 25 17 15 Current 31 47 46 42 39 Total 29 37 33 27 24 Tax per Assessment (Rs.) 957 993 1,170 1,251 1,445 Source: UMC DCB statement

On a comparative note between similar towns in the country2 the tax per assessment is relatively at a moderate level in UMC at about Rs. 2361. However, the number of persons per assessment is at an average of 3.4 persons against an average household size of 5 indicating the wider tax net in the town.

2 Comparative statement of ARV and persons per assessment – around FY 2002-03

City Tax per Assessment –Rs. Persons per Asesmsent- Nos. Pune 5,062 9.14 Hyderabad 1,495 8.14 Chennai 3,405 10.14 Coimbatore 1,819 5.68 Ahmedabad 1,605 3.75

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Non-Tax Revenue: Non-Tax sources include all non-tax revenues such as fees and charges levied as per the Maharashtra Municipal Act and services provided by UMC. These sources include income from registrations in the form of stamp duty, building license fee, development charges, trade licence fee, births and death certificate, income from municipal properties, water charges and other fees and fines. The non tax income of UMC accounts for about 16 per cent of the revenue income and has shown a declining growth rate of 2 percent during the review period. Majority of non tax income is generated by income from water charges at 89 percent of total non-tax revenues.

External Sources External sources mainly include grants from local funds, grants from State and central government. All external sources together, account for only about one percent of the revenues during the review period. The growth of these income sources is inconsistent owing to the unrealistic nature of these sources and during the review period such revenues have indicated a decline of 53 percent.

8.4.2 Revenue Expenditure

Revenue expenditure of UMC has been analysed based on expenditure heads which are broadly classified into general administration, operation and maintenance (O&M) and debt servicing.

General administration includes salaries and allowances towards, tax collection, water & sewerage, conservancy, public works (roads, drains & buildings), street lighting, public health (general & medical), education, town planning, slum clearance and miscellaneous. O&M expenses include contingencies and regular maintenance work towards various services provided by UMC.

The application of funds by heads of accounts is presented in Table 8.6. It indicates that the overall revenue expenditure registered an average annual growth of 7.89 percent against growth in revenue income of 8.40 percent. This trend shows that UMC needs to take measures to reduce expenditure or enhance its resources to avoid a deficit situation in the future. Table 8-6: Application of funds by head of Account Items 2001-02 2002-03 2003-04 2004-05 2005-06 Share CAGR Actuals in Rs. Lakhs % Salaries, Allowances & Pension 2239 2222 2597 2806 2930 35 7 Operation & Maintenance 3417 4291 5021 5046 4512 61 7 Debt Servicing 62 122 433 372 306 3 49 Total 5718 6634 8051 8224 7747 100 7.89

Source: UMC Annual Accounts

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The establishment expenditure accounts for over UMC - Items of Expenditure 3% 35 percent of revenue expenditure. In terms of 35%0% revenue income spent on salaries it is 31 per cent, which is below the reasonable range of 40 Salaries, Allow ances & Pension percent. O&M expenditure accounts for about 61 Operation & Maintenance 62% percent of the total revenue expenses indicating Transfers/ Contributions the fact that the municipal services doesn’t have Debt Servicing any preventive or periodic maintenance plans in place. Expenditure made towards debt servicing accounts for about 3 percent.

Establishment expenditure Establishment expenditure accounts for about an average 35 percent of the revenue expenditure and registered an annual growth rate of over 7 percent during the review period. Conservancy and general administration & tax collection accounts for maximum share of establishment cost at 39 and 26 percent respectively followed by water supply and pension and gratuity at 13 percent and 11 percent respectively (refer Table 8.7). Table 8-7: Section wise establishment expenditure Items 2001- 2002- 2003- 2004- 2005- Share CAGR 02 03 04 05 06 Actuals in Rs. Lakhs % % Pension & Gratuity 177 213 355 334 331 11% 17 General Administration & Tax 521 504 625 786 905 26% 15 Collection Water supply 243 270 266 312 310 11% 6 Sewerage 0 0 0 0 0 0% - Conservancy/ SWM 954 901 1014 1047 1090 39% 3 Public Health, Safety, Hospitals and 40 45 56 83 90 2% 22 medical services Public works – Roads 169 162 147 138 107 6% (11) All others 134 126 135 105 95 5% (8) Total 2239 2222 2597 2806 2930 100% 7

Source: UMC Annual Accounts

Operation and Maintenance expenditure

UMC - O&M Expenditure As discussed above, O&M expenditure

13% 5% accounts for 61% of revenue expenditure and 0% 2% has registered a CAGR of 7% during the review 7% period. Similar to establishment expenditure,

8% the analysis of O&M by each functional department reveals that the majority of O&M 3% 62% expenditure is incurred on provision of urban basic services. O&M expenditure on water General Administration & Tax Collection Water supply supply accounts for 62% of the total O&M Sewerage Conservancy/ SWM Public Health, Safety, Hospitals and medical services followed by 13 percent on education and parks Public works - Roads Street lighting All others

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& playgrounds (clubbed as others). O&M expense on conservancy and public health and safety is 8% and 7% respectively. General administration and tax collection functions account for about 5 percent.

Table 8-8: Section wise O&M expenditure 2001- 2002- 2003- 2004- 2005- Items 02 03 04 05 06 Share CAGR Actuals in Rs. Lakhs % % General Administration & Tax Collection 153 189 212 290 377 5% 25 Water supply 2364 2834 3394 3097 2086 62% (3) Sewerage 100 126 122 131 158 3% 12 Conservancy/ SWM 269 293 327 411 513 8% 18 Public Health, Safety, Hospitals and medical services 253 308 292 313 359 7% 9 Public works – Roads 25 62 111 97 231 2% 74 All others 253 479 562 707 788 13% 37 Total 3417 4291 5021 5046 4512 100% 7 Source: UMC Annual Accounts

Debt servicing and outstanding loans As illustrated in 0 UMC has sourced loan towards water supply, UGD and construction of roads and bridges. The outstanding debt liability of UMC as on 31st March 2006 is Rs 71.39 crores resulting in a future annual payout of Rs 10.39 crores. As compared to the revenues of FY 2005-06, the debt servicing is 12% against a allowable limit of about 25-30 percent. Against the allowable limits, UMC has an enormous potential to leverage its resources to mobilise debt funds for implementation of large-scale projects. The budget book of UMC reflects debt servicing during the review period and is of the order of 3% of the revenue income and expenditure.

Table 8-9: Debt Liability of UMC Loan Outstanding Liability (Rs. Year Repayme Loan Amount Interes Lakhs) as on of nt Agency Purpose (Rs. t Rate st st Drawl (years) 31 March 31 March Lakhs) 05 06 MJP UGD 1,184 1986 27 6.8% 1,354 1,354 MJP Water 10 14.6% 1,081 1,081 700 1998 Supply MJP Water 10 15.4% 238 238 150 1997 Supply MJP Water 25 13.0% 254 254 110 1999 Supply MJP Water 25 11.5% 883 883 527 2002 Supply HUDCO Roads & 15 13.0% 51 14 569 1999 Bridges MMRDA Roads & 15 8.0% 3,580 3,315 1,927 2000 Bridges Total 5,167 7,441 7,139 Source: UMC Annual Accounts

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8.5 Capital Account

In general the capital income of a ULB comprises of own sources in the form of sale of property; loans, grants and contributions and transfers from revenue surplus. During the review period, the source of capital income to UMC has been significantly from various grants and is pegged at 66 percent. These grants were towards slum improvement, VAMBAY scheme, grants for road improvement etc. The other source of capital income is loans taken by UMC for capital works. Income from own sources is from interest earned from deposits.

The capital account of UMC reflects a year-on-year deficit, implying that the revenue surpluses are used for funding capital projects.

Table 8-10: Capital Income (incl. Water Account) 2001-02 2002-03 2003-04 2004-05 2005-06 Share Items Actuals in Rs. Lakhs % Own Sources 141 5 10 16 21 7 Loans 412 203 157 0 0 27 Grants 189 144 503 311 270 66 Total Capital Income 742 352 670 328 291 100 Source: UMC Annual Accounts On average, over the past five years, the majority Capital Expenditure of capital expenditure has been directed towards 4%1% 0% 2% 1%0% 18 % public works and accounts for 73 percent of the total capital expenditure. 0% 1% Public works largely includes expenditure made from various project grants and other income towards – roads/ flyovers, construction of municipal building, slum development works 73% and other miscellaneous works. General Administration & Tax Collection Water supply Sew erage Conservancy/ SWM Water and sewerage system improvements, Public w orks - Roads Public w orks - Lands & Buildings Street lighting extensions, etc. accounted for only 5% of total Urban poor and Slum development Others and all grant related w orks capital investment. PH w or ks Conservancy accounted for only 1% of the total investments.

Table 8-11: Capital Expenditure (incl. Water Account) 2001-02 2002-03 2003-04 2004-05 2005-06 Share Items Actuals in Rs. Lakhs % General Administration & Tax Collection 5 2 50 10 65 2 Water supply 26 46 85 57 77 4

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Sewerage 2 3 23 23 37 1 Conservancy/ SWM 18 4 10 12 13 1 Public works 922 1191 1038 1140 1098 73 Street lighting 1 1 32 19 12 1 Others and all grant related works 583 819 146 11 3 18 Total 1556 2066 1383 1271 1304 100 Source: UMC Annual Accounts

8.6 Cost Recovery on Services

On an average over the past five years capital expenditure has been directed towards municipal works like roads, drains and sanitation. However, sectors like conservancy and street lighting have received little importance in terms of creating capital assets.

UMC levy direct user charges only towards water supply. No user charges are levied towards sewerage and SWM; the recovery for the same is in the form of a special sewerage tax & sewerage benefit tax and special conservancy tax & conservancy benefit tax as part of property tax.

8.6.1 Water Supply

As mentioned above, UMC lays direct user charges towards provision of water supply to domestic users that are charged along with the property tax receipts, while for the non – domestic water connections are charged separately. Majority of the connection in the city are un-metered and are thereby subjected to flat charges.

Table 8-12: Water Tariff Structure After Revision Deposit (Revision in April 2000) for New No. of S. No. Type of Consumer Connection Flat Rate Volumetric properties (Rs per (Rs per 1000 month) L) 1 Residential 40,50 & 100 9 500 117,090 2 Non-Domestic - 24 2000 2,745

As can be observed from the demand collection balance (DCB) statement for water charges given in table 8.13 and table 8.14, the analysis for both the connections domestic and non-domestic has been done separately. Compounding this issue is the very low collection performance at just around 25 and 58 percent (average of five years) of the demand in case of domestic and non-domestic respectively.

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Table 8-13: DCB Statement: Water Charges Domestic 2001-02 2002-03 2003-04 2004-05 2005-06 Items Rs. Lakhs Demand - Rs. Lakh Arrears 1,096.66 1,768.39 1,960.64 2,038.70 2,350.65 Current 1,044.59 1,071.24 918.50 932.46 936.39 Total Demand 2,141.25 2,839.63 2,879.14 2,971.17 3,287.04 Collection - Rs. Lakh Arrears 338.33 526.18 486.42 309.34 300.96 Current 224.79 345.30 349.87 311.19 291.05 Total Collection 563.12 871.47 836.29 620.52 592.01 Balance - Rs. Lakh 1,578.13 1,968.16 2,042.84 2,350.65 2,695.03 Collection Performance - % Arrears 31 30 25 15 13 Current 22 32 38 33 31 Total 26 31 29 21 18 Source: UMC Table 8-14: DCB Statement: Water Charges - Non Domestic 2001-02 2002-03 2003-04 2004-05 2005-06 Items Rs. Lakhs Demand - Rs. Lakh Arrears 300.00 312.00 291.00 282.00 287.00 Current 298.00 292.00 215.00 251.00 265.00 Total Demand 598.00 604.00 506.00 533.00 552.00 Collection - Rs. Lakh Arrears - - - - - Current - - - - - Total Collection 483.00 500.00 301.00 200.00 158.00 Balance - Rs. Lakh 115.00 104.00 205.00 333.00 394.00 Collection Performance - % Total 81 83 59 38 29 Source: UMC The impact of low collection performance reflects on cost recovery, when only the direct charges are accounted for and the taxes are excluded. The cost recovery by way of direct user charges alone (excluding taxes) is about 25 percent against a desirable 100 percent. Ideally, it is desirable to recover 100 percent of O&M expenses through direct charges and utilize taxes for refurbishment and improvement of water supply systems and other capital expenditure. The cost recovery of water sully is shown in the table. Table 8-15: Cost Recovery – Water Supply 2001-02 2002-03 2003-04 2004-05 2005-06 Water Supply Rs. Lakhs Income 1027 1359 1219 870 756 Expenditure 2628 3145 3808 3537 2502 Surplus/ Deficit -1601 -1787 -2590 -2667 -1745 Cost Recovery 39% 43% 32% 25% 30% Source: UMC Annual Accounts

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8.7 Key Financial Indicators

Table 8-16: Key Financial Indicators Value S. No INDICATOR Unit Average Minimum Maximum OR as on 31/03/2006 A Resource Mobilisation 1 Per Capita Income Rupees 1734 2 Source of Funds i Share of Octroi % 62 73 67 ii Share of Taxes on properties % 11 15 13 iii Share of Other taxes % 3 4 3 iv Share of Non Taxes % 12 19 16 Share of Assigned Revenues, v % 0 1 1 Grants & Contributions 3 Growth in Income Sources i Growth in Octroi income % p.a. 6 18 11 ii Growth in Taxes on properties % p.a. -19 68 14 iii Growth in Other taxes % p.a. -18 72 18 iv Growth in Non taxes % p.a. -33 35 2 Growth in Assigned Revenues, v % p.a. -92 89 -8 Grants & Contributions vi Growth in Own Sources' Receipts % p.a. 0 28 9 vii Growth in Total Receipts % p.a. -1 29 9

B Expenditure Management 1 Per Capita Expenditure Rupees 1490 2 Functional Allocation i Share of Salaries & Wages % 32 39 35 ii Share of O & M Expenditure % 58 65 61 Share of Transfers & iii % 0 0 0 contributions Share of Debt Servicing iv % 1 5 3 Expenditure Share of Salaries' Expenditure to v % 26 34 31 Revenue Income 3 Growth in Items of Expenses i Growth in Salaries' Expenditure % p.a. -1 17 7 ii Growth in O & M Expenditure % p.a. -11 26 8 iii Growth in Total Expenditure % p.a. -6 21 8

C Performance 1 Operating Ratio Ratio 0.79 0.94 0.86 2 Capital Utilisation Ratio Ratio 2.06 5.86 4.49 3 Per-capita performance Assessment i Per Capita Own Income Rs. p.a. 1338 1773 1647 Per Capita Assigned Revenues, ii Rs. p.a. 1 22 10 Grants & Contributions Growth in Per Capita Revenue iii % p.a. 6 Income iv Per Capita Salaries Expenditure Rs. p.a. 452 564 510 v Per Capita O&M Expenditure Rs. p.a. 708 1002 888

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Growth in Per Capita Revenue vi % p.a. 5.90 Expenditure

D Taxation 1 No. of PT Assessments 150017 2 Tax Per Assessment Rs. p.a. 1901 2361 2361 3 Population per PT Assessment (Bldgs) Persons 3

E Efficiency 1 Property Tax i Growth in Assessments % p.a. 1.13 Collection Performance-Property ii % 22 34 28 Tax iii PT Arrears as % of Total Demand % 59 66 64 iv PT Demand per Assessment Rs. p.a. 1901 2361 2091 Cost of Collecting Rs. 1000 of v Rs. 5 40 15 Taxes 2 Water Supply i Growth in Water Connections % p.a. -0.96 0.00 -0.38 Cost Recovery on Water Supply ii % 26% 44% 35% (%) (Charges alone) Collection Performance-Water iii % 29 83 58 Charges Water Charge Arrears as % of iv % 50 58 53 Total Demand 3 Sewerage Cost Recovery on Sewerage (%) i % 18% 29% 23% (Charges alone) 4 Conservancy/ SWM i Cost Recovery on SWM % 9% 16% 13%

F Debt and Liability Management

Population (2006) 5,19,861 1 Per Capita Liability (2005-06) i Outstanding Debt per Capita Rupees 1,373.25 Outstanding Non-Debt Liability ii Rupees per Capita 337.59 Total Outstanding Liability per iii Rupees Capita 1,710.84 2 Liability against Revenues Outstanding Debt against Own i % 0.79 revenue sources Outstanding Non-Debt Liability ii % 0.19 against own revenue sources Total Outstanding Liability iii % against own revenue sources 0.99 Outstanding Debt against revenue iv % income 0.79

3 Debt Servicing Ratio Ratio 0.01 0.05 0.03 Non-Debt Liability as % of Total 4 % Liability 0.34

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8.8 Key issues regards financial condition of UMC

The following are the key issues that emerge from the above analyses carried out on the municipal finances of UMC and its financial soundness is revealed from the financial indicators presented in table 8.16. • UMC restricts the payment of liability due to non-availability of funds. As a result of this the revenue account of UMC has been showing a surplus every year. • UMC does not maintain a deprecation fund. Also, reserves and surplus are also not maintained by the Corporation. • Inflated budget is prepared and does not reflect a realistic picture. • Major source of revenue income is octroi tax collection pegged at 67% of revenue income. • Both revenue income and expenditure are growing almost at similar rates, indicating no change in the financial condition of UMC from 2001 to 2006. • The internal sources of revenue account for over 99 percent of municipal income. Thus external dependency for its operations is very limited. • The non tax revenues are at 16 percent of the revenues, the tax base need to be improved and widened to enhance revenues from this stream. • Only 35% of revenue income is spent on salaries (including water and sewerage account) indicating availability of sufficient funds for the maintenance of assets. • Poor cost recovery and collection efficiency of water supply at an average 35 percent and 31 percent respectively. • The overall collection efficiency of property taxes is about 30 percent against current collections. This is mainly due to the arrears. • Water tax should be taxed for recommended properties and for properties having water supply connection. Properties having water supply connection should be identified and taxed appropriately. The revenue realised from this could be used for taking up capital projects. • Minor sources of taxes should be identified like income from market (vegetable and fish market). The revenue from this source is expected to be around Rs, 10- 15 lakhs per annum. The other source from which addition revenue could be realised are – trade licenses, drainage connection, hike in service taxes, etc. • The outstanding debt liability of UMC as on 31st March 2006 is Rs 71.39 crores resulting in a future annual payout of Rs 10.39 crores. As compared to the revenues of FY 2005-06, the debt servicing is 5% against a allowable limit of about 25-30 percent against the allowable limits, that gives positive picture of the UMCs finances but its very low because they are not servicing their debts. UMC has an enormous potential to leverage its resources to mobilise debt funds for implementation of large-scale projects.

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CITY DEVELOPMENT VISION & PLAN

9.1 SWOT ANALYSIS 9.2 STAKEHOLDER’S MEETING 9.3 FORMULATING VISION STATEMENT Ulhasnagar CDP

CHAPTER 9: CITY DEVELOPMENT VISION & PLAN

The vision for UMC area is to be formulated by study of existing situation of the city along with the SWOT (Strength Weakness Opportunities Threats) analysis. Also the stakeholder’s participation had a major contribution in developing vision for the city.

9.1 SWOT Analysis

It is important to analyse the strengths, weaknesses, Opportunities, and threats to asses the future and to identify the way in which the city wants to grow and develop. SWOT Analysis for the municipal corporation and also for the city is done. The same was presented to the stakeholders in an effort to orient them towards the exercise.

Strengths

• Secondary sector industries • Good rail connectivity to Mumbai • Good road connectivity

Weaknesses

• Very high density • No land available for further development / urban infrastructure • Inadequacy in infrastructure.

Opportunities

• Demand for Manufactured Goods • Popularity for affordable home furnishings and garments • Large housing stock

Threats

• Poor recovery of tax • Poor regulatory and control • Flooding along nalahs during monsoons & heavy rains

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9.2 Stakeholder’s meeting

Several workshops were conducted to inform various stakeholders the objective of JNNURM and process of preparing a City Development Plan. The various stakeholders also discussed the city’s strengths, current issues, concerns, problems, and areas that need to be focused.

Figure 9-1: Stakeholders consultation conduted at town hall

Stakeholders’ meeting with the Ulhasnagar Muncipal officials was conducted on 5th September 2006, which contributed in formulation of proposals and priorities. SWOT of Ulhasnagar town was presented during the meeting, based on which proposals were formed. The minutes of the meeting and the list of officials present during the meeting is attached in the annexures.

Public Stakeholders’ meeting was conducted at Town hall, Ulhasnagar on 31st May 2007 with the representatives of diverse groups in Ulhasnagar. Proposals were briefed to invite comments and to identify priorities. In order to reach out the larger and comprehensive cross section of the city following representatives were invited for the workshop.

Public representatives

• Senior citizen • Mahila Sangathan • Auto rickshaw / taxi union • Traders association • Truck and transport operators • Industries associations • Social organizations • NGO’s • Professors and teachers

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Representatives from various Authorities

• UMC officials • Corporators • Electricity board (MSEB) • MJP / Jalswaraj • Police / Traffic Police • MIDC • Telephone department

The list of the stakeholders attended the meeting is attached in the annexure. The comments that came following were as follows:

Highlights

Several residents volunteered with suggestions and comments towards city improvement. Several of these comments were towards projects not eligible for funding under JNNURM. Those that were relevant were clarified / answered on the spot by the commissioner, the concerned department personnel and the consultants. Figure 9-2: Member commenting on the CDP

Of several problems discussed with the public, problems related to overflowing of drains during monsoons were found significant. This was due to its lasting impact, inconvenience, threat to life and unhygienic conditions created due to flooding of untreated sewage in the nalah. Hence the widening and strengthening of these nalahs and its management was accorded priority. Similar was the analysis of feedback through the questionnaire survey.

A few members thought that due to poor tax collection efforts, a smaller percentage of the population who is faithfully paying taxes are facing the brunt by paying more than what they consume.

Figure 9-3: Commissioner addressing to the comments

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A member requested that space for hawkers be regularized. The comment was taken into consideration in the CDP. The same can be incorporated by design changes in the proposed upgradation of the roads.

The key projects prioritized by the public are

1. Widening of Waldhuni Nalah and beautification along the nalah

2. Diversion of Khemani Nalah

3. Lining and Bedding of other Nalahs

4. Strengthening of Water distribution network

5. Replacement / Upgrading the existing sewerage Network

6. Development of Station area

7. Development of Truck terminal at Shanti Nagar

It is important to consider the prioritization of projects based on public opinion because it helps to improve recovery of taxes. However priority accorded by the public alone may not improve efficiency significantly. In the case of Ulhasnagar, the priority accorded more or less goes hand in hand with the priority accorded by the consultants.

9.3 Formulating Vision Statement

The vision statement was formulated after analysis of comments received through questionnaire surveys and public meeting identifying the public’s concern & priorities. These concerns & priorities in line with the SWOT is used in creating a Vision for the City.

Figure 9-4: Members filling the questionnaire

Ulhasnagar is primarily a residential town, where a considerable part of the population has for decades involved in the manufacturing and trade. These activities have been a considerable part of the local economy and need to be given a significant boost with improved infrastructure. The city as a whole needs an infrastructure upgrade for the betterment of life of its residents. Basic services need to be provided to the urban poor residing in slums.

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The Vision for Ulhasnagar is

‘ To make Ulhasnagar a city conducive for trade and commerce, by development of quality infrastructure, better urban management and affording safety and good standard of living to its residents ’

The priority projects for the city which emerged from the participatory processes with the residents of the city include better surface drainage, water supply and sewerage systems. Development of the truck terminal will remove congestion make the area organised for the goods movement in the city. Other parking improvement schemes will help organise traffic near retail hubs.

‘Improvement in overall public health, safety and environmental hygiene’

Projects for Improvement in overall public health, safety and environmental hygiene are prime for Ulhasnagar. Besides better subsurface infrastructure, the area improvement schemes, nalah revival schemes, better design of roads and integrated drainage network will improve levels of urban hygiene.

Efficient solid waste management will ensure more frequent clearance of garbage coupled with better management of bins.

Redevelopment of Waldhuni nalah banks will create better utility of open spaces along the stretch.

The upgradation of Sewage treatment plants will ensure that untreated sewage dosent flow into the nalah and hence improve environmental hygiene levels in the city

‘Efficient transportation system’

The present status of traffic and transportation system in the city needs improvement, proper management and proposals to make it safe and efficient.

Decongestion of traffic by widening of roads, construction of flyovers, provision of parking lots to avoid on street parking and traffic congestion, facilitation of heavy vehicle parking, provision of ROB’s (Road over bridge) & footpaths for making the city pedestrian friendly, Such proposals are necessary to make the transportation system safe and efficient.

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‘Housing for Urban poor’

Provide affordable city services, city infrastructure to these people by proposing minimum level of services, in road, sewage, water supply, power, land, education and health etc. In some essential services, such as health and education there is needed to have subsidy, as Good health and Good education and essential tools of human resource development and productivity. It is welfare state approach. It can be designed as cross subsidy by increasing the cost of these services to rich & middle class and those who desire higher level, five star services.

Increase productivity of the people by access to better health and educational facilities by, so that can earn better wages, income which commensurate with the cost of living in the city of the market prices of various needs. It needs, approach like Antodaya, means reaching the weak of the weakest to resolve problem of poverty.

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CITY DEVELOPMENT STRATEGY

10.1 STRATEGY FOR WATER SUPPLY SECTOR 10.2 STRATEGY FOR SEWERAGE SYSTEM 10.3 STRATEGIES FOR SOLID WASTE MANAGEMENT 10.4 STRATEGIES FOR DRAINAGE SYSTEM 10.5 TRAFFIC AND TRANSPORT INFRASTRUCTURE PROPOSALS Ulhasnagar CDP

CHAPTER 10: CITY DEVELOPMENT STRATEGY

10.1 Strategy for Water Supply Sector

Maharashtra Jeevan Pradhikaran (MJP) under ‘Improvement to Ulhasnagar Water Supply Scheme Phase-1”, initiated the proposal for the improvement of water supply in Ulhasnagar town. The proposals and its progress are given below

Table 10-1: Ongoing projects and their status

Sub-Project Details Status and/or Progress

Laying of 323 mm to 762 Laying of Pipeline = 18% mm pipeline for a length of 2.60 km length pipeline from Pale to Gaikwadapada 16 kms has been objected to by local residents and is stalled. To construct 7 water All the Structures have been completed, while Patel storage tanks at different Nagar ESR is yet to be commissioned. locations To construct water collection tanks and pump Structure has been completed houses at 6 locations To construct ground-level Non-availability of land at Ramabai Tekdi has water storage tanks prevented the initiation of works. Source: Water Supply and Sewerage Board, UMC

The Maharashtra Jeevan Pradhikaran stage II project costing Rs. 1000 crores is under preparation, and might require long time for actual materialization. Thus to improve distribution system of Ulhasnagar town, work of Transmission main and ESR costing Rs. 18.80 Crores is to be executed under Improvement to Ulhasnagar Water Supply Scheme (Phase I) project. This project also consists of additional storage and distribution system costing Rs.41.00 Crores. UMC have decided to consider developing own Source on Ulhas river and improve Distribution System.

10.1.1 Proposed Rate of Water Supply & Demand

As Ulhasnagar has underground sewerage system, average supply rate @ 180 lpcd is adopted for augmenting the Water Supply System. 20% losses are considered in distribution system, considering improvement in system at Ultimate stage. At present the losses are about 26 to 30%.

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10.1.2 Necessity of the Project

At present town is getting adequate water supplies but there are issues like: 1. Inadequate pressure at tapping points. 2. Unequal distribution of water due to lack of independent zoning in system. Uneven topography of town. 3. Connections on transmission mains.

Due to above reason the project of improvement to water supply in Ulhasnagar town is already taken to implement and about 95% work of Phase I project costing Rs.18.80 crores is completed. But for proper utilization of Phase I project Phase II is necessary which mainly consist of Improvement in Distribution System.

Ulhasnagar Municipal Corporation has no source of its own and is fully depend upon MIDC. Presently, MIDC supplies water @ of Rs.7/- per cum, which is on very higher side if compared with rates of Kalyan-Dombivli Municipal Corporation where water is supplied by STEM Authority. Hence it has become necessary to review the rates by providing separate independent source. Thus to improve distribution system for proper utilization of Phase I project and for development of own source for minimizing water rates the identified project becomes feasible.

To remove the discrepancy mentioned above it is proposed to have independent source of water supply to town and for proper distribution the existing system is to be divided in 16 Zones with independent service reservoir. The proposals identified are categorized in three parts, given below:

10.1.3 Augmenting Water Supply Source

The above proposal was prepared by UMC which they have asked for involvement of Private investments. This proposal is based on BOT model which includes developing Water supply source and adequate water treatment facility.

The proposal is for the ultimate water demand for 2038 population. Under this proposal the role of private institution would be construct a dam on Ulhas River, a pumping facility and water treatment unit to treat the extracted water. It has been estimated that the water to be extracted at ultimate stage for the year 2038 is 195 MLD. Based on the ultimate stage the water treatment and pumping house would be constructed. The role of UMC is to supply this treated water through constructing adequate distribution network and storage facilities.

In this scheme, a sump well is proposed on the bank of Ulhas River from which raw water will be pumped to Water Treatment Plant through 1626 mm dia. M.S. Rising

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Main with 750 BHP pumps. Pure water MBR of 20 ML capacity is also proposed near Water Treatment Plant from which water will be supplied to the various reservoirs of town by gravity mains.

Transmission Mains: About 15 Km transmission mains are already laid in town. To gratify the additional demand, new transmission mains of 17 km ranging from 150 mm - 355 mm are proposed to be laid from MBR to existing system.

Storage: In UMC, storage reservoirs of about 20 ML capacities are already constructed and commissioned out of which storage reservoir of 7 ML capacity are old and in degraded condition. Thus to cater the existing and final water supply demand, our proposal is to refurbish the existing 7 ml storage reservoirs and construct 20 ML of additional storage reservoirs till 2026.

Distribution System: As per the study of existing system the town is divided into separate 16 zones (7 zones in Northern part and 8 zones in southern part) of distribution system. Based on the ultimate demand additional distribution system of about 56 km is proposed which includes augmenting the existing distribution system and replacement of the worn out pipes.

Table 10-2: Cost estimate of components in the water supply system Sr Components Total Cost in Lakhs no. 1. Head Works Rs.230.00 Lakhs 2. Raw Water Pumping Machinery Rs.786.00 Lakhs 3. Raw Water rising Mains Rs.1345.00 Lakhs 4. W.T.P. and M.B.R Rs.1450.00 Lakhs 5. Pure Water Transmission Main Rs.1706.00 Lakhs 6. E.S.R Rs.694.00 Lakhs 7. Distribution System Rs.1659.00 Lakhs 8. Additional Storages & D/System Rs.770.00 Lakhs 9. Misc. Works Rs.630.00 Lakhs TOTAL Rs.9270.00 Lakhs Source: Water Supply and Sewerage Board, UMC

The proposal detailed was identified by UMC and for same costing was done in 2003. From 2003 to the year project is going to be commissioned 20 % escalation rate is considered. Thus considering the escalation for 5 years the total cost comes out to be Rs. 111.24 crores. Adding 17 % ETP charges the total funds required to execute the project would be Rs. 130.15 crores.

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Table 10-3: Costing considering Escalation Cost Additional cost Total cost 9270.00 20% (9270*.20) escalation for 5 yrs 9270 + 1854 = 11124 1124 17 % ETP (11124*.17) 11124 + 1891.08 = 13015

10.1.4 Strengthening of Water distribution network

In Ulhasnagar one factor that has affected directly and indirectly the existing water supply is high FSI. When water supply system was laid it was not considered the town would develop too congested. If the town would have been developed within its carrying capacity the water supply would never had been an issue in Ulhasnagar. Most of the structures are either tall crossing the allowable FSI or the roads are too narrow bringing structures too close. Due to these, the end users on the distribution network or the top floor residents of multi-storied structures have complain of inadequate water supply. Thus to mitigate and resolve this issue, apart from the above proposal of augmenting the total water supply, another proposal is to strengthen the existing water supply so that the end users receives the actual amount of water considered in designing the total water demand.

In strengthening the existing distribution network it is proposed to extend the distribution network in such a way that the end users receives the same amount received by other users. It has been observed in some areas of Ulhasnagar, that the pipes of smaller diameter are directly connected with the transmission mains and residents are drawing water directly from it. Some units had inserted Nipples in the distribution lines, which draws water till its there in the pipe. This practice leads to emptying of Distribution lines, and takes ample to fill it again. This practice has also lead to revenue losses of UMC as such connections are not easy to trace and difficult to be charged.

Considering it as an illegal practice, the proposal includes identifying and transforming such connections into proper piped connections, which are easy to trace and thus charged. The total cost estimated for this proposal comes out to be Rs.25 Crores.

10.1.5 Improving revenue collection

As discussed earlier, UMC has been incurring heavy losses due to illegal water connections. Due to absence of water meters and monitory team some residents have found it easy to draw water without knowing to UMC. Thus to mitigate and overcome such losses it has been proposed to install water meters to every domestic and non- domestic connections. It has been proposed the installation of water meters would be so done that every households is charged by 2009. This would improve the revenue

118 Ulhasnagar CDP generation of UMC and also would be able to check the water losses which at present are around 25%. To reduce the water losses it has been also proposed to form a leak detection force, hired by UMC, whose task would be monitor the water connections, collecting the water bills based on the usage and also identifying the spots where the leakages are high. The practice, if carried out with proper efforts would bring down the water leakages to 18% by 2026. The estimated total cost for the proposal is Rs. 37.5 crores which includes installing water meters and infrastructure required for forming leak detection task force.

Table 10-4: Strategies and Action plan to deal with water shortages

Strategies for Actions required Water Supply

Augmenting Construction of pump house, construction of water treatment Water supply plant and transmission main of 15 km to connect the existing source distribution network. Strengthening Construction of new water distribution network and integration Water with existing network, Repairing works and replacement of distribution worn-out old pipeline, repairing of old storage tanks network Improving installing water meters, Detection of unauthorise connections, revenue Water Audit, Leak detection programme collection

Table 10-5: Investment phasing in Rs. Lakhs for up gradation of water supply scheme Investment up to 2011-12: Proposals 2007-08 2008-09 2009-10 2010-11 2011-12 Total Augmenting Water 125.00 125.00 1975.00 1975.00 1975.00 6175 supply source Strengthening of Water distribution 0.00 500.00 500.00 500.00 500.00 2000 network Improving revenue 750.00 750.00 750.00 750.00 750.00 3750 collection sub total 875.00 1375.00 3225.00 3225.00 3225.00 11925

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Investment up to 2012-31 Proposals 2012-16 2016-21 2021-26 2026-31 Total Augmenting Water supply 3900.00 3249.00 0.00 0.00 7149 source Strengthening of Water 500.00 0.00 0.00 0.00 500 distribution network Improving revenue 0.00 0.00 0.00 0.00 0 collection sub total 4400.00 3249.00 0.00 0.00 7649

10.2 Strategy for Sewerage System

10.2.1 Strengthening of Existing Sewerage Network

At present Ulhasnagar Municipal Corporation is only able to treat 8 MLD Sewerage in its Treatment Plant of 28 MLD. As mentioned in earlier chapter floods in 2005 almost destroyed the sewerage network laid. Most of the pipes have either washed out in the floods or are dilapidated. Due to this, the sewerage generated remains untreated and is discharged directly/indirectly in to the nallahs. Thus considering the environmental degradation caused due to discharging untreated sewerage in flowing water bodies, it has been proposed to lay new sewerage network in Ulhasnagar, which could be able to cover 100 % (i.e. 1334 ha) of the total area.

At present Sewerage network in Ulhasnagar is only able to serve 20 % of the total sewerage generated. This 20 % is carried through old and worn out pipes which were laid way back in 1990’s and are not replaced or maintained since then. Thus it is also included in the proposal to replace the worn out pipes and repair. It is assumed that out of these 20%, the pipes, which need replacement, are 10 %.

10.2.2 Sewage Treatment Plant

Due to absence of network carrying sewerage from the town, the Sewerage Treatment Plant of 28 MLD operated by UMC is only able to treat 8 MLD. The rest 20 MLD of treatment plant is not in use, which has affected its operational efficiency. For the treatment of the discharged of untreated Sewerage, it has been proposed to construct Treatment Plants in line with the sewerage network, which would be laid in future. The phasing of constructing treatment plants has been proposed based on the areas which would be served in future through the proposed sewerage network.

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The strategies in this proposal are to upgrade the existing Sewerage Treatment Plant (STP) of 28 MLD and construct new STP to fulfil the requirements in future. The total cost of this proposal is Rs. 328 crores. The detailed phasing and costing for the proposal is given below.

Table 10-6: Strategies and Action plan to deal with upgrading sewerage system Strategies for Sewerage Actions required Management a) Replacement / Upgrading the existing Strengthening of Existing Sewerage sewerage Network Network b) Construction of new sewerage network in the proposed stages b) Upgrading the existing STPs plant Sewage treatment Plant b) Construction of New Sewerage treatment plants in stages proposed

Table 10-7: Investment in (Rs. lakhs) required meeting the gap Investment up to 2011-12: Proposals 2007-08 2008-09 2009-10 2010-11 2011-12 Total Strengthening Existing Sewerage 150.00 150.00 2000.00 2000.00 2000.00 6300 Network Sewage treatment 150 200 2500 3000 2500 8350 Plant sub total 300 350 4500 5000 4500 14650

Investment up to 2012-31 Proposals 2012-16 2016-21 2021-26 2026-31 Total Strengthening Existing 8000 8500 7500 2500 26500 Sewerage Network Sewage treatment Plant 4000 4000 0 0 8000 sub total 12000 12500 7500 2500 34500

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10.3 Strategies for Solid Waste Management

10.3.1 Solid Waste Management Infrastructure

At present Ulhasnagar’s Solid waste is collected through different automated vehicles and hand carts, the details of which were discussed in earlier chapters. At present the Collection and Transportation being handled by the private agency, it becomes necessary for UMC to maintain the present Collection and Transportation system in the town. The agency is hired till 2013, after which it is proposed that UMC will do the Transportation and collection of solid waste. The present C & T system being in the line of SWM Rule 2000, the proposed system is also designed in a way to integrate the standard requirements of the Rule.

The proposal of starting own Solid waste collection and transportation services, following broad components were categorized for the cost estimates. The components considered were; • Equipments • Consumables • Fuel cost • Salary and other benefits • Maintenance & Repairs of vehicles

The Equipments which exists and are in function to collect and transport the solid waste in Ulhasnagar includes,

Vehicles: Collection and Storage equipments: • 10-12 Cu. M medium size twin • 10 liters dust bin for handcarts axle 16 GVW Vehicle • 660/770 liters dustbins • 6-8 Cu.m covered 7-9 GVW • 1100/1250 liters dustbins small vehicle • 5000 liters dustbins • 16 GVW skip loaders • Handcarts • Vehicle with walkie talkie and announcement system • 25 MTGVW repairing vehicle • Platforms for Dustbins

Similarly the Consumable items used at present for solid waste management includes Brush, Shovel, lifter, broom etc, which are replaced every two years after they worn out.

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The fuel cost for the vehicles used and salary & benefits given to the manpower employed in Solid Waste Management is also included in the proposed Collection and Transportation system to be implemented in 2013.

The equipments and manpower required in projected years for the Collection and Transportation System of Solid waste is given in the table below. The infrastructure proposed is based on the existing infrastructure provided by the agency.

Table 10-8: SWM Infrastructure Required Year 2006 2011 2016 2021 2026 2031 Population 511917 521619 570483 618155 666645 712636 Generation (MT) 302.54 330.88 358.53 386.65 413.33 435.77 Equipments Equipment units required 10 liters dust bin for 245 267 290 313 334 352 handcarts 660/770 liters dustbins 168 184 199 215 230 242 1100/1250 liters 168 184 199 215 230 242 dustbins 5000 liters dustbins 55 60 65 70 75 79 Handcarts 122 134 145 156 167 176 Brush, Shovel, lifter, broom etc for every 122 134 145 156 167 176 two years Platforms for Dustbins 153 167 181 195 209 220 Manpower Manpower required Worker for handcarts 122 134 145 156 167 176 Drivers 19 21 23 25 26 28 Sub-Drivers 16 18 19 21 22 23 Worker for collection 62 68 74 79 85 90 Worker for dustbin 29 31 34 36 39 41 maintenance Managing waste 17 19 21 22 24 25 collection in all wards Managing overall 1 1 1 1 1 1 waste collection Managing 2 2 2 3 3 3 transportation Source: Consultants Analysis

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10.3.2 Identifying and preparing Land fill site

As the land fill site at present does not comply with MSW Rules 2000, UMC has identified a new 25 hectare land fill site at ‘Mauje Kamba’ village. The Landfill site according to MSW Rules 2000 requires weighbridge, fencing, Lighting arrangement and other Infrastructure. The landfill site acquisition is still under process and is not considered in the cost estimation. But apart from the land cost the total cost to develop the land fill site is estimated 14.26 crore Rs.

Table 10-9: Strategies and Action plan to deal with upgrading sewerage system Strategies for Solid Waste Actions required Management Procuring equipments required and Collection and Transportation strengthening manpower for collection and transportation of solid waste in Ulhasnagar Constructing wall and fence along the periphery of the Dumping site, installing Landfill site development weighbridge and developing solid waste processing plant within the dumping site

Table 10-10: Investment in (Rs. crores) required meeting the gap Investment up to 2011-12: Proposals 2007-08 2008-09 2009-10 2010-11 2011-12 Total Collection and 150.00 150.00 2000.00 2000.00 2000.00 6300 Transportation Landfill site 150 200 2500 3000 2500 8350 development sub total 300 350 4500 5000 4500 14650

Investment up to 2012-31 Proposals 2012-16 2016-21 2021-26 2026-31 Total Collection and 8000 8500 7500 2500 26500 Transportation Landfill site development 4000 4000 0 0 8000 sub total 12000 12500 7500 2500 34500

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10.4 Strategies for Drainage System

10.4.1 Widening of Waldhuni Nalah and beautification along the nallah length

The above proposal was identified and was covered under the CDP to resolve dual purpose. First, the proposal would improve the natural drainage efficiency of the town and second, it will facelift the city’s image. Beautification along the Nallah was much required because at present the Nallah is in very shabby condition as it not maintained.

Under this proposal it is suggested that DPR should be prepared. The DPR should include taking bore logs at every 100-200mts interval for ascertaining strata and to maintain invert according to the strata found through bore log. The Nallah would be dredged maintaining the natural gradient and care would be taken that the gradient does not go below the natural slope.

Slums to be rehabilitated which comes under the 40 mt design width of Nallah. The Rehabilitation would be done under the BSUP scheme to be implemented.

Design details: Based on the maximum rainfall received by the town which is 15 cm/hr the peak daily runoff would be = 1292000 * .0015 = 19380 cu. m/hr = 5.38 cu. m/sec. Thus taking the width of the nallah to be 40 mt and depth to be 4-5 mts the cost has been estimated.

• 4-5 mts depth of the Channel • 40 mt wide Channel

Cost Estimation: • Bedding and Soling: which includes laying of 15-20 cm of M15 concrete along the beds and base. • Retaining Wall to be designed is 1-11/2 below bed having a footing of 4-5 mts and total height 5 mts above bed. Thickness at bottom is 30-35 cm and 20 cm at top. • The cost for bedding and soling is 4.45 Crores per km. Thus the total cost for 4.5 kms length and 40 mt wide Nallah comes around to be 20 Crores. • Cost of widening of existing four bridges on the nallahs to its design width is 2 Crores. • Total cost of the project is 22 Crores.

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10.4.2 Diversion of Khemani Nallah

Diversion of Khemani Nallah required, so that the polluted Nallah water, presently being discharged in the upstream of the drinking water source on Ulhas River, is diverted to downstream of the source. The drinking water source would not get contaminated once the project is executed. The discharge point of Khemani Nallah identified after internal discussions and approval from MPCB, is Raju Nagar Nallah. The diversion of Khemani Nallah to Raju Nagar Nallah requires an 1800 mt running length and 400 mm dia. pipe. The other supporting requirements needed for the project is a pump house and a panel board.

The details and component wise total cost of the project is given below: • Pipe: 1800 mt running length and 400 mm dia pipe 5000 Rs/mt cost Total cost of the pipe = 1800 * 5000 = 9000000

• Excavation, Specials and Laying: For 1800 mt Total cost for Excavation, Special and Laying = 2250000

• Pumps required: Two 125 hp pumps (one standby) with discharge @ 500 cu.mt/ hour 6000 Rs/hp Total cost for pumps = 125*2*6000 = 1500000

• Pump-house and Panel-board: 1 unit each Total cost for Pump-house and Panel-board = 300000

Thus, total cost for diverting Khemani Nallah to Raju Nagar Nallah is = 9000000 + 2250000 + 1500000 + 300000

10.4.3 Lining and Bedding of other Nallahs

The list of 66 Nallahs identified to be upgraded is given below in the table.

Table 10-11: List of Storm Water Drains S. W. Length in Location No. No. Mtrs. 1 9 Reconst. Of nalla in side of Saibaba nagar Uls.4. 100 2 9 Reconst. Of nalla at Bharat nagar. W.9 400

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S. W. Length in Location No. No. Mtrs. 3 9 Reconst. Of nalla at Ambedker naagar. 400 4 9 Reconst. Of nalla at Sidharth nagar near Rly. Line. W.9. 200 5 9 Reconst. Of nalla near Blk. 303 Saibaba mandir. Uls.4. 200 Reconst. Of nalla from Ganesh nagar to DT Kalani School. 6 10 300 Uls.5. Reconst. Of nalla from DT Kalani Sch. To Ravindra nagar. 7 10 200 Uls.5. 8 10 Reconst. Of nalla at Goutam nagar near Bk. 1925. Uls.5. 100 9 10 Reconst. Of nalla near Bk. 1917. Uls.5. 125 10 10 Reconst. Of nalla at Veer Tanaji nagar Sardar Pada.W.10 80 11 11 Reconst. Of nalla behind Akash Chawl. Uls.5. 200 12 11 Reconst. Of nalla at Gaikwad Pada. W.11 300 Reconst. Of nalla from Kailash Col. To Swami Shanti Prakash 13 11 350 Ashram. Uls.5. Reconst. Of nalla from Komal Service Centre to Kailash Col. 14 11 300 Uls.5. 15 11 Reconst. Of nalla from Kasilash nagar to Ganesh nagar. W.10 200 16 12 Reconst. Of nalla from Golden Gate to Maharaja Tower. Uls.5. 250 17 12 Reconst. Of nalla from Karuna Apt. to Padam Soap. Uls.5. 400 18 12 Reconst. Of nalla from Vashu Chawl to Harijan Qtrs. 350 19 12 Reconst. Of nalla form Post office to Dasera maidan. Uls.5 150 20 12 Reconst. Of nalla from Nehru nagar to Bk. 2126. Uls.5. 200 21 13 Reconst. Of nalla from Devi Soap to Morya nagri. Uls.5 300 Reconst. Of nalla from Parsi house to Tipsy Topsy via Saibaba 22 14 300 Convet Sch. Uls.5. 23 14 Reconst. Of nalla from back side of Sainath Soc. To Jyoti Col. 100 24 14 Reconst. Of nalla back side of Shiv leela Apt. Uls.4. 150 25 24 Reconst. Of nalla from Bk. 903-904 to Waldhuni River. Uls.3. 200 26 15 Reconst. Of nalla side of Rly. Plat form No.2. Uls.4. 150 27 24 Reconst. Of nalla from Bk. 858 to Waldhuni River Uls.3 150 Reconst. Of nalla from Water Supply Tank to Maya Ice Fac. 28 17 150 Uls.4. 29 17 Reconst. Of nalla behind VTC Sports Complex. Uls.4. 125 Reconst. Of nalla from Mahajan House to DJ Patil house. And 30 17 125 Kishan Bhandare house at Shreeram nagar. Uls.4. 31 21 Reconst. Of nalla from fish market to kumar Soc. Uls.1. 500 Reconst. Of nalla from Casmbrige showroom to Shardha 32 20 300 Vidyalaya. Uls.2.

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S. W. Length in Location No. No. Mtrs. 33 20 Reconst. Of nalla from Ramesh nagar to Menda house. Uls.3. 100 Reconst. Of nalla from Hira marrage to DT Kalani College. 34 20 700 Uls.1 35 1 Reconst. Of nalla opp. DT Kalani to Shahad Station. Uls.1. 300 36 1 Reconst. Of nalla at Kranti nagar. Uls.1. 300 Reconst. Of nalla from Ram Brij Yadhav house to Lalla 37 8 150 Kriyana Store via Dhanghar hosue at Azad nagar. Uls.2. 38 23 Reconst. Of nalla from Sakhi Palace to White house. 300 Reconst. Of nalla from Ramdhar Mistry to Ration Shop near 39 6 120 Rajpoot Kiryana Store. W.6 Reconst. Of nalla from Radhaswami Satsang hall to Malhar 40 8 540 Mutton Shop to river at Samrat Ashok nagar. W.8 Reconst. Of nalla from Sheela Kal Shety houe to Radramani 41 6 350 Pande house via Cheekul Jaiswal house at Shastrinagar. 42 23 Reconst. Of nalla from Bhart Lawn to Regency hall. 250 43 22 Reconst. Of nalla from White house to Satnam Col. 450 44 23 Reconst. Of nalla from Tech. Sch. To Hukmatrai Apt. W.23 150 45 22 Reconst. Of nalla from Satnam Col. To Harijan Col. W.22 415 Reconst. Of nalla from Dinde house to Dharampal and Raju 46 2 75 Kurya house at Dutt wadi. 47 5 Reconst. Of nalla from Bk. 587 to Santu Chawl. Uls.,2. 250 48 1 Reconst. Of nalla at Vidarbh wadi. 225 49 5 Reconst. Of nalla at Durgamata nagar near Dumping Ground. 150 Reconst. Of nalla from Taju Kuriya house to Petrol Pump and 50 2 300 naka NO.10 via Harman Mohta Compound. Uls.1. Reconst. Of nalla from Fakad mandli to Shamshan Bhoomi. 51 4 220 Uld.2. 52 3 Reconst. Of nalla near Kirti Path at Kamla Nehru nagar. 60 53 17 Reconst. Of nalla near Tabela opp. Hindustan Pencil fac. Uls.4. 100 54 17 Reconst. Of nalla near Gaganbalani Garden.Uls.4. 100 55 16 Reconst. Of nalla near Dasumal Tabela. Uls.4. 250 Reconst. Of nalla from Mera Ghar Apt. to Adarsh nagar via 56 15 400 Valmiki nagar Uls.4. 57 16 Reconst. Of nalla behind Barkha Apt. to Bhaji market. 100 58 19 Reconst. Of nalla at Vithalwadi Jh. Near Rly. Tracks. 120 Reconst. Of nalla from Regency hall to UMC Latrine behind 59 23 200 Sapna Garden. 60 25 Reconst. Of nalla from Air Speed to Manish nagar. 100 61 20 Reconst. Of nalla from Garden 444 to Dharamdas Apt. Uls.1. 200

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S. W. Length in Location No. No. Mtrs. Reconst. Of nalla from Chawan furniture toHira Marrage hall. 62 23 200 Uls.3. 63 24 Reconst. Of nalla near Bk. 862. Uls.3. 100 64 17 Reconst. Oif nalla from Gas Godown to Ganesh nagar. Uls.4. 80 65 17 Reconst. Of nalla at Mahadev nagar. Uls.4. 100 Reconst. Nalla from Guru badekar Pada to waldhuni River. 66 19 130 Uls.3. 14940

The investment phasing for the proposals identified to improve the natural storm water drainage efficiency and improving the environmental quality of Ulhasnagar is given in the table below:

Table 10-12: Investment in (Rs. lakhs) required meeting the gap Investment up to 2011-12: Proposals 2007-08 2008-09 2009-10 2010-11 2011-12 Total Construction of retaining wall and concrete lining 130.00 0.00 0.00 0.00 0.00 0.00 along bed for Waldhuni Nallah Diversion of 0.00 1100.00 1100.00 0.00 0.00 0.00 Khemani Nallah Lining and Bedding 0.00 202.00 202.00 0.00 0.00 0.00 of other Nallahs sub total 130.00 1302.00 1302.00 0.00 0.00 0.00

Investment up to 2012-31 Proposals 2012-16 2016-21 2021-26 2026-31 Total Construction of retaining wall & concrete lining 0.00 0.00 0.00 0.00 0.00 along bed for Waldhuni Nallah Diversion of Khemani 0.00 0.00 0.00 0.00 0.00 Nallah Lining and Bedding of 0.00 0.00 0.00 0.00 0.00 other Nallahs sub total 0.00 0.00 0.00 0.00 0.00

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10.5 Traffic and Transport Infrastructure proposals

Based on the appreciation of the existing situation, one can say that areas which need attention for the improvement of traffic and transportation scenario of Ulhasnagar city can be summarised as follows:

1. Need for widening of road to DP widths 2. Improvement to the riding quality of roads by concreting 3. Development of adequate parking space 4. Development of Station areas 5. Grade Separation for roads, railways, passenger’s in-terms of ROBs, Flyovers, and FOBs etc.

While formulating the proposals for traffic and transportation consultants have identified the proposals which involve large capital expenditure. Other traffic management proposals such as traffic signals, P1, P2 parking, vehicle free zones etc. can be managed by UMC with their own funds and through effective administration and co-ordination with Traffic Police.

Some of the proposals for traffic and transportation improvement have been highlighted as follows:

• It would be necessary for the UMC to once again consider the need to provide “By- passes to rapidly move heavy vehicular transport from one neighboring city to the other. A bypass can be planned for Kalyan- Ambernath state highway on the periphery of Ulhasnagar city, if the adequate land is made available by UMC. • Roads need footpaths. The congested nature of the Ulhasnagar city may inhibit the inclusion of footpaths along all the roads. • Narrow and congested roads, encroached by hawkers and illegal extensions to shop fronts can be brought back into control by the city by providing footpaths other hawking zones at appropriate locations. • Bridges above drainage canals for better management of roads,

As part of the traffic and transportation improvement plan, consultants studied various efforts taken up till date. Consultants are of the opinion that the backlog of these developments should be tackled first before the formulation of new proposals for the improvement.

10.5.1 Development of roads as per Development plan:

As mentioned earlier, it will be pertinent to develop all the roads under the development plan to the full width. In addition, it is proposed that all the existing four lane roads should be developed to Cement Concrete pavement and other two lane roads should be developed by

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Bitumen pavement for the widening portion. The cost for the widening of roads has been worked out and is kept at Annexure- I. The cost of land acquisition has not been considered for the development of these roads and the same can be added. At the same time a detailed R&R scheme will have to be prepared for those getting affected in the road widening scheme. The cost of the same can be added on lump-sum basis.

10.5.2 Ulhasnagar City Integrated Road Development Project:

The UMC has been implementing the Integrated Road Development Program (IRDP) since June2000. While most of the works have been completed by June 2001, some of the ongoing projects have received financial support for work during 2003-2004. Two projects being undertaken pending completion under the IRDP Phase-1 comprising a cost of Rs. 4.10 Cr. and under Phase-2 comprising a cost of Rs. 2.55 Cr. The two projects of IRDP Phase-1 are pending for Completion is as follows:

1. B.T. Road from A Block Chowk to Shanti Nagar via Dolphin Club UNR-3 2. B.T. Road at East side of Shahad Railway Station UNR-1.

The UMC has initiated six new projects comprising a cost of Rs.4.07 Cr. under the aegis of the IRDP. These include: 1. C. C. Road from Shanti Prakash Ashram to Basant Bahar UNR-5. 2. C. C. Road from Siru Chowk to Gurudware via Tilumal Society UNR-2. 3. C. C. Road from Santu Building to Shivaji Chowk UNR-3. 4. C. C. Road from Basant Bahar to Booster UNR-5. 5. Culvert near Radhaswami Satsang Hall UNR-3. 6. Entrance Gate near Saibaba Mandir, Ordanance Factory 1st Gate UNR-3.

Of the other projects being undertaken by the Public Works Department of the UMC, forty- three (39) projects comprising 35 roads, 2bridges, 1 culvert and 1 entrance gate, have been initiated costing Rupees 46 Cr. While most projects have been completed (34) and in progress (2), and two works were abondened some were hampered for want of removal of encroachments. The completion of these balance projects should be part of the CDP of Ulhasnagar. The cost of Rs. 7 Cr. for the development of roads in IRDP- I have been considered under CDP of Ulhasnagar.

10.5.3 Construction of FOBs and ROBs

Construction of ROB near Ulhasnagar and Vithalwadi station has been considered for the development. The FOB for Ulhasnagar has been proposed and the cost for the same has been worked out on the block cost estimation basis. At present the commuters from Ulhasnagar railway station have to access the station through the congested area, where in the parking of

131 Ulhasnagar CDP auto-rickshaws, two wheelers is rampant, and hence the commuters are facing the hardship. The construction of FOB will give direct access to commuters directly to the Railway station.

At present a vehicular crossing near the Ulhasnagar and Vithalwadi railway station is observed and due to high frequency of sub-urban trains, it has been observed that the waiting time for the vehicles is quite large. Hence it has been the long standing demand of the residents for construction of ROB near Ulhasnagar and Vithalwadi station.

10.5.4 Parking development:

In adequate parking space is a serious problem in Ulhasnagar. Hence it is recommended that all the parking spaces reserved in the development plans should be developed immediately. If these spaces are encroached, the same needs to be vacated and appropriate rehabilitation scheme is initiated. Hence under the proposal about 3.35Ha of area has been proposed for the parking development at the cost of Rs. 7cr. The cost does not include the land cost as well as cost of R&R scheme. In addition a truck terminus of about 5ha has been proposed near Vithalwadi, which can become a hub of goods transport movement and parking etc. The land may have to be purchased or acquired for the purpose by UMC and a detailed project report may have to be prepared for the same. Earlier studies have recommended the Construction of Truck Terminals in Shanti Nagar, the same can be detailed.

A cost of Rs. 15 cr. has been considered for this project. Thus a provision of Rs. 22 Cr. has been estimated for the parking development. Some of the parking management schemes suggested is as follows:

The Proposed roads for P1 & P2 parking for Private vehicles in Ulhasnagar:

• State Bank to Ulhasnagar Municipal Corporation road. • Camp No. 1 bus stop to Birla Gate only for the two wheelers. • Gol Maidan to Madhuban Square furthers to Hotel Turning point. • Devi Bhavani Square (Bank of Badoda) to Monika Marriage Hall only for the two wheelers. • Shastri Square to Hiraghat only for the two wheelers. • Camp No. 4 O.T. Section to Vinous Square only for the two wheelers.

In addition, consultants are of the opinion that the parking norms of UMC need to be reviewed in the light of sanctioned FSI of 4. The new building proposals which are likely to approach for the development permission can be granted permission on the basis of compulsory parking provisions in the form of stilt parking which can be made open for public. The redevelopment proposals for the residential and commercial buildings can also be granted permission with stilt parking. In lieu of the parking development additional FSI/ TDR can be thought about. At the same time, if residents of Ulhasnagar are willing to give their

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plots in the busy commercial areas for Multi-storeyed parking they can be encouraged by granting necessary TDR on their plots. All the above proposals can be detailed out provided UMC acquires additional vacant lands surrounding UMC

Table 10-13: Development of parking areas as per DP reservations Sr.no. SITE No. AREA in Sq mt RATE COST in Lacs 1 189 6500 2116 137.54 2 190 3200 2116 67.71 3 191 4600 2116 97.34 4 192 6100 2116 129.08 5 193 13000 2116 275.08 33400 Total 706.74

Table 10-14: Development of Truck terminal AREA in COST in Sr.no. SITE RATE Sq mt Lacs 1 Vithalwadi 50000 3000 1500 Total Cost of Parking Development 2206.74

10.5.5 Station area improvement scheme:

As mentioned earlier, Ulhasnagar has been bestowed with three railway stations, but the traffic situation around these railway stations is so pathetic that no vehicle can reach the station during peak hours at the same time walking across the station through auto-rickshaws, two wheelers becomes more or less impossible for commuters during peak hours. Improvement scheme in the form of segregation of vehicular and passenger movement, segregation of public transport, Intermediate Public Transport and private transport will be needed. In order to get the adequate area for circulation and parking the existing shops and other commercial activities will have to be resettled. Considering all this a Station area improvement schemes for all the three railway stations will be needed. The cost of the same has been arrived on the lump-sum basis at Rs. 50Cr. The cost of land acquisition as well as the rehabilitation has not been considered. For station area improvement scheme, a land of 800m length and 150m on either side of the railway station has been considered for the development at each station.

The model for the development can be on PPP route, wherein the land will become the equity from the Government. To execute the proposal it is required to procure or prepare detailed land plans, topographic survey plans and detailed parking and traffic and transportation studies. This can be undertaken during the detailed project report stage.

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Table 10-15: Station Area Improvement Scheme Area Sr Length Breadth Rate in Amount in Details in no in m in m Sq.mt Rs. Lakhs Sq.mt Development of surrounding Ulhasnagar 1 800 300.00 240000 700 1680 Railway station UNR.4 & 5 Development of 2 surrounding Vithalwadi 800 300.00 240000 700 1680 Railway station UNR.3. Development of 3 surrounding Shahad 800 300.00 240000 700 1680 Railway station UNR.1 TOTAL 5040 Note: • Rate considered for the development of parking and other facilities • The cost of rehabilitation has not been considered • These costs needs to be arrived on the basis of detailed project report

10.5.6 Ulhasnagar City – MUIP

As the Ulhasnagar Municipal Corporation comes under the Mumbai metropolitan region so under the Mumbai Urban Infrastructure Project (MUIP) the improvement of external connectivity can be taken up. The road improvement such as Kalyan- Ambernath road, Kalyan- Murbad road up to Kalyan, up to Ambernath and up to Murbad can be under MUIP project. Consultants are of the opinion that these projects can be undertaken by MMRDA under MUIP scheme.

10.5.7 Public Transport System:

As mentioned earlier, the main cause of increased private mode of transport is absence of public transport system for the city. Although the municipal finances will not allow running a public transport system by Municipal Corporation, however it is possible to initiate the proposals of running public transport services through Private sector participation basis. At necessary instances, the viability funding can be taken by corporation through handing over the land for bus terminuses, bus depots etc.

Looking at the financial outgo needed for operating the Municipal transport services, consultants are of the opinion that the operation of Public transport system should be encouraged through the public sector participation. However as a preliminary step it needs to

134 Ulhasnagar CDP establish that running of the system is viable and there will be takers for the same. For this a detailed traffic and transportation study will be required. On the basis of which the number of routes, which can be operated through the PPP basis will have to be identified. The size of the bus stand etc. can not be determined at this stage. At the same time, it can be said that the land for the bus stand will form equity for the project and hence no cost has been considered in the CDP.

10.5.8 Cost Estimates

The costs for all the above identified projects have been worked out on the block cost of per km basis for concrete road. The cost estimate has been prepared on the basis of PWD DSR Thane for year 2006-07. Several buildings, shops & other structures etc. may affect proposed road widening. Details of which will be available after actual road marking at site as per layout prepared by Town Planning Department.

10.5.9 Scope of Work

Cement concrete Road work: It is proposed to construct road by cement concrete pavement of M35 grade cement concrete of 25 cm thick. There will be covered side drain at both sides of road, which will facilitate the storm water drains as well as act like footpath.

Side drain: - Based on the approximate quantity of storm water and wastewater discharge of adjacent properties & connecting drain, the typical cross section of proposed side drain has been roughly estimated. For the estimate purpose, the typical width & height for water way will have to be arrived based on the detailed design calculations.

C. D. Works: For each road, there will be numerous cross- drainage works, which will have to be widened. Some of the cross- drainage works will be of R.C.C. slab culverts some will be of R.C.C. pipe culverts. It is proposed to widen all the existing R.C.C. Slab culverts. Provision is also kept to widen existing pipe culverts. It is to propose to construct new R.C.C. slab culverts in place of existing culverts to increase capacity to drain off waste water effectively.

Road Foundation: It is proposed to excavate existing road to construct proposed road to same level of existing road. During execution of IRDP-Phase I work, it was observed that, while excavation in some roads, loose strata was found in sub grade, which was removed & refilled by hard murmur to keep base stable, which caused crop up of extra item. As such provision of hard murmur embankment is kept in the estimate assuming average depth of loose strata, which generally meet in roads in Ulhasnagar.

Finished Pavement: Finished pavement will be 23 cm. thick M-35 grade controlled cement concrete to be laid over levelling course after laying bitumen paper to serve dual purpose i.e.

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impermeable media as well as separator between levelling course and finished pavement to avoid stresses due to friction while setting period of concrete.

Side Patti: The side patti abutting to drain and pavement will be of cement concrete pavement of 8cm thick M-20 grade or by providing B.T. surface as per width of road, to facilitate easy laying of utilities like Telephone, M.S.E.B. cables, Pipe lines etc. in future.

Provision of Cross duct: Transverse ducts are to be provided in pavement at 50 m intervals in average or at suitable place wherever required and found deem necessary while execution of work or at junctions.

The provision in lump sum basis is kept in estimate while preparing Recapitulation Sheet for shifting utilities like. M.S.E.B. transformers & poles, Telephone Poles, Water main lines, Drainage lines etc. Concern department will work out the exact cost by preparing detailed drawings & estimates. Provision of 5 % for contingencies, 2 % for Work Charge establishments 1 % Quality control & 5 % for prize escalation, is considered before arriving gross cost of work. The provisions are kept accordingly in the estimate while preparing recapitulation sheet.

10.5.10 Parking Area - Cement Concrete pavement:

For estimation purpose the total area for parking has been considered at 33400 Sq.m The development cost of parking has been estimated at Rs.2116 per sqm. A total cost is Rs.7.0 crs. Also development of truck terminal at vitthalwadi and terminal area is 50000 sqm and rate about Rs.3000 per sqm is considered. A development cost of Rs. 15 cr. has been considered for this truck terminal. In this truck terminal facilities provide Office, Toilet Block, Drains, High mast light, necessary road furniture, sign board & other work, etc complete. The development of parking also can be taken up on BOT basis as being done by CIDCO in case of Vashi and Uran. This will reduce ths burden on UMC for development of Truck terminal.

10.5.11 ROB and FOB:

Construction of ROB of 40m length and 20m width at Ulhasnagar and Vitthalwadi Railway station and one FOB of 40m length and 4m wide at Ulhasnagar Railway station are proposed as per MORT&H specifications. A total cost of Rs. 12 cr. has been considered.

The total cost involved in road development can be summarized as follows:

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Table 10-16: Traffic and Transportation Improvement Program

Sr. No. Particulars Cost in Cr

1 Balance road development in IRDP-I 7 2 DP Road 538 4 ROB and FOBs 12 5 Parking Development 22 6 Station area development 50 654 Crs

10.5.12 Strategic Options:

Traffic improvement programme: UMC is undertaking initiatives at implementing Development Plan proposals by widening key roads in the city, which is involving substantial encroachment removal and land acquisition. While some of the important DP proposals can be implemented on a priority basis, there is a need to carry out a comprehensive traffic and transportation study to establish the traffic characteristics in the city and identify all traffic bottlenecks before embarking on a large scale road widening and improvement program. This would ensure appropriate planned interventions and better application of scarce financial resources. Such a study should address all elements of traffic and transportation infrastructure and management including;

1. Road capacity augmentation 2. Bottleneck removal 3. Construction of missing links 4. Safety 5. Traffic management 6. Public transport system development 7. Parking 8. Bypasses, etc.

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Table 10-17: Traffic and Transportation Improvement Program Investment Component Details 2007- 2008- 2009- 2010- 2011- in Lakhs 08 09 10 11 12 Balance road development in 700 210 210 280 0 0 IRDP-I

DP Road DP Widening / CC 28200 0 11280 11280 5640 0 Pavement and roads road Improvement

ROB and FOBs 1080 0 0 360 360 360

Development of Develop Truck terminal at -ment 1500 0 250 250 500 500 Vithalvadi cost only

Parking 5 hectare 500 0 0 150 150 200 Development

Station area 2500 0 0 0 0 2500 development Total 34480 210 11740 12320 6650 3560

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INVESTMENT CAPACITY AND SUSTENANCE

11.1 FINANCING STRATEGIES FOR THE CIP 11.2 FINANCE PROJECTIONS – FINANCIAL OPERATING PLAN 11.3 INVESTMENT CAPACITY/ SUSTENANCE Ulhasnagar CDP

CHAPTER 11: INVESTMENT CAPACITY AND SUSTENANCE

The investment capacity of the Ulhasnagar Municipal Corporation has been assessed through a Financial Operating Plan (FOP), which gives a multi-year forecast of finances for a medium term. In line with the phasing of identified investment from 2006-07 to 2011-12, the FOP has been generated for the same period for UMC. A salient feature of the FOP is that all outstanding dues, including debt and non-debt liabilities, have been taken into account.

The accounts data collected between the years 2000-01 and 2005-06 are used as the basis for determining past trends in revenue and expenditure and arriving at appropriate growth assumptions for each income and expense item. After forecasting the revenue account, the capital investments proposed under the CIP are added to the forecast. The FOP is generated to assess the investment-sustaining capacity of these three agencies.

The project funding structure comprises grants under the JNNURM framework (accounting for 50 percent of the funding), internal resources and loans. The level of investment that Ulhasnagar can sustain is determined by studying the overall surpluses/ year-to-year opening balance and debt service coverage ratio (DSCR). If the debt service coverage ratio (amount of surplus available to pay interest and to repay principal that is due) falls below 1.25 (i.e. less than 25 % cushion), then the investments are reduced gradually till the DSCR exceeds 1.25 in all the years in the forecast period. The main items of income and expenditure, classified into the revenue account and the capital account, are projected in the FOP under the following:

• Revenue Account Receipts: o Octroi, Taxes, Non-Tax Sources o Grants, Contribution and Subsidies • Revenue Account Expenditure: o Establishment o Operation and Maintenance o Debt Servicing - Existing and New Loans o Phasing of Non-Debt Liabilities o Additional O&M • Capital Income • Capital Expenditure

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11.1 Financing Strategies for the CIP

UMC plans to raise resources and fund the CIP through: • Grants available under the JNNURM Framework (as percentage of investment proposed for funding by 2011-12 in urban governance and the infrastructure sectors - 35% Central Govt. grants and 15% State Govt. grants) • Available internal resources and improving upon the same by: o Revision of the Annual Rateable Value at certain levels o Revision of water and sewerage charges at specific intervals o Maintenance of the collection performance of taxes and charges at certain minimum levels for current and for arrears o Borrowings

11.2 Finance Projections – Financial Operating Plan

Current revenue sources are projected under built-in growth assumptions for income and expenditure items, to assess the impact of each such revenue enhancement measure being suggested. The projections also aim at estimating the surplus that will be available for servicing new debt. Part of the surplus, after meeting the additional O&M expenses on newly created assets and infrastructure, is translated into debt size and project size (grant component plus debt component) based on certain assumptions regarding interest rate, repayment method and loan-grant mix.

A spreadsheet FOP model has been customised to depict the financial position of UMC and the investment-sustaining capacity of UMC has been assessed based on the FOP assumptions. The model was used to calculate future surpluses under various scenarios involving combinations of internal revenue improvement, state support, financing terms, etc.

11.2.1 Municipal Account – Growth Projections and Assumptions

The standard assumptions under which the projections are carried out and certain expenditure control and revenue augmentation measures proposed in line with the mandatory and optional reforms under the JNNURM framework are presented below.

Table 11-1: Important assumptions made in the projections Head Assumptions Guiding Factor for Assessing the Sustaining Capacity Surplus Positive surplus – year-on-year basis DSCR Greater than 1.25 Project Financing – for admissible Components under JNNURM Project Costing Unit Cost, with 6 % price contingency and 10% Physical contingency

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Head Assumptions New/Additional O&M and from ƒ Water supply : 5% of Capital cost second year of investment 6% growth ƒ Sewerage : 5% of Capital cost is considered for the additional O&M ƒ Roads : 3% of Capital cost ƒ Drains : 2% of Capital cost ƒ Urban poor/ Slums : 2% of Capital cost ƒ Solid waste management : 12% of Capital cost Grant from GoI 35% of Proposed Projects under JNNURM 50% of proposed Projects under BSUP for slum development 50 % of the Projects under BSUP for slum infrastructure Grant from GoM 15% of Proposed Projects under JNNURM 38% of proposed Projects under BSUP for slum housing 30 % of the Projects under BSUP for slum infrastructure Contribution of Beneficiaries in slum 11% of proposed Projects under BSUP for slum housing housing construction If Loan for Balance funding Repayment in 15 years @ 8 % interest rate, with 5 year principal moratorium Contribution to revolving fund 25% of Grants starting from third year (in built in the model from 2009-10 onwards) Old Outstanding loans As per existing terms and conditions Revenue Expenditure Growth in Expenditure Actual average growth with a minimum 8% and maximum of 10% (based on last five years trend) Pay Commission Revision 6th Pay Commission revision- additional 10% from during 2007-08 Assumptions for assessment of UMCs sustainability Income Items Growth in revenue income Actual average growth with a minimum 8% and maximum of 10% (based on last five years trend) Property Tax: Propose to introduce from FY 2007-08 Annual growth in Assessment 2.5% per annum (past trend) Revision of Tax 25% every 5 years Collection Performance 85% or current average whichever is higher by 2011-12 Income Items- Water Supply Individual Water Connections At least 90% of PT Assessments by 2011-12 and addition at 5% of PT Assessments per year thereafter Initial Water Tariff revision By 15% in FY 2008-09 Next Revisions By 15% every four years Collection Performance 85% by 2011-12 Income Items- Sewerage Sewerage Connections 90% of Water supply connections by 2011-12 Sewerage Charge Introduction of sewerage charges during 2008-09 at Avg. Rs. 372/ annually/ connection and Rs. 690 for new connection Next Revisions By 15% every four years Collection Performance 85% by 2011-12

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11.3 Investment Capacity/ Sustenance

Given the existing financial position of UMC, the revenue and capital accounts of UMC are projected against the growth scenario and assumptions presented above. The FOP is generated from the sustainable investment point of view in line with current growth trends against the identified investment of Rs. 1254 crores at constant prices till 2011-12. The results of the FOP are presented in Annexure and the same are summarised below.

UMC receipts are expected to be 2.12 times their current levels by 2011-12 under the projection scenario. The revenue improvement and expenditure control measures, coupled with the availability of grants under the JNNURM / BSUP framework, presents an investment capacity of UMC of Rs. 1223 crores (constant prices) over the next six years against an investment need of Rs. 1254 crores (constant prices)/ Rs. 1640 crores (current prices) by 2011-12. Thus the investment sustenance capacity of UMC is 97.5 percent of identified need; this is also incorporating the condition that under JNNURM and BSUP, UMC will contribute 25% and 10% respectively of grant received to the State Revolving Fund from 3rd year onwards.

It may however be noted that UMC would be able to present this investment capacity only if hard-end reforms targeted towards revenue growth are taken up with respect to the property tax and user charges. These are in the form of widening the PT net with regular revision of tax rate and ensuring that maximum numbers of PT assessments also connect to the piped water supply of UMC. Further sewerage charges are also proposed to be introduced and ensuring that at least 90 percent of water connections are also connected to the UGD system in the city.

11.3.1 Impact of JNNURM Reforms on Investment Capacity of UMC

The total investment identified for UMC by 2011-12 is Rs. 1254 crores. It is observed that following the current growth trends (in the absence of any grant funding from JNNURM, BSUP and associated reforms), UMC can sustain an investment of Rs. 439.18 crores (constant prices), which is 35 percent of the identified investment till 2011-12. The impact of various revenue improvement and expenditure control measures are assessed in terms of contribution/ addition to this base investment capacity.

Only expenditure control measures in the form of O&M measures in all departments of UMC is observed to enhance the investment capacity by Rs. 28.23 crores which is 6 percent of the base investment capacity. And reforms in property tax like rationalisation of tax structure, identification of unassessed properties, regular revision of property records, improving collection efficiency etc would improve the investment capacity by Rs. 157 crores which is 55 percent of the base investment capacity.

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Investment sustainability by year 2012 1,500 1,400 1,300 (97.5%) 1,200 1,100 1,000 900 (63%) 800 700 (47.5%) 600 Rs. Crores (37.25%) 500 (35%) 400 300 200 100 0 Base Expenditure PT Improvements Water & Sewerage JNNURM & BSUP Over All reforms Sector reforms Grants and Reforms Note: Incremental sustainability in percentage shown in above graph.

Also reforms in service provision ensuring that maximum numbers of PT assessments are connected to piped water supply and introduction of sewerage charges and ensuring that at least 90 percent of water connections are also connected to the UGD system apart from part privatisation of maintenance functions in water supply, sewerage, roads, street lighting, and conservancy sectors will increase the investment capacity by additional Rs. 351crores, i.e. a significant 80 percent of the base investment capacity. And availability of JNNURM grants, BSUP grants and associated reforms in various sectors (property tax revenue enhancement, cost recovery on services, improving governance aspects etc) are observed to contribute significantly to the base investment capacity by Rs. 784 crores that is about 179 percent of base investment capacity. The total investment capacity thus is Rs. 979 crores.

11.3.2 Fund Requirement

For the investment identified by 2011-12 of UMC of Rs. 1599.25 crores (constant prices) / Rs. 1223.4 crores (current prices), the funding pattern as worked out in the FOP model is: Table 11-2: CIP Funding Pattern S. Mode of Source Amount (Rs. Crores) % of Total No Funding – Current Prices Investment Identified Investment till 2011-12 1640 100% Sustainable Investment till 2011-12 1599.25 97.5% 1 Grants JNNURM + BSUP 1143.67 GoI Grants JNNURM 290.93 18.0% GoMH Grants JNNURM 124.68 8.0% GoI Grants BSUP 384.00 24.0% GoMH Grants BSUP 344.05 22.0% 2 Loan Open Market/FIs 292.50 18.0% 3 Own sources UMC 163.06 10.0%

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ANNEXURES

Ulhasnagar CDP

CHAPTER 12: ANNEXURES

Annexure 1: Projected population for 25 wards

Ward no. Area in Ha 1991 2001 2005 2006 2007 2008 2011 2016 2021 2026 2031 1 55.95 15766 25882 28106 28681 29265 29857 31681 33297 34996 36781 38657 2 29.49 15458 15995 17369 17543 17718 17895 18438 19378 20367 21406 22498 3 150.39 15056 15780 17136 17487 17843 18204 19316 21266 23339 25534 27851 4 37.79 15707 18361 19938 20347 20761 21181 22475 23621 24826 26093 27424 5 44.72 14080 20243 21982 22433 22889 23352 24779 27036 28415 29864 31388 6 34.79 13918 22325 23231 23464 23698 23935 24661 25919 27241 28630 30091 7 32.67 13946 12679 13768 14050 14336 14626 15520 17087 18753 19709 20715 8 55.58 14708 20243 21982 22433 22889 23352 24779 27281 29940 32756 33073 9 61.27 15001 21622 23480 23961 24449 24943 26467 29140 31980 34987 35326 10 60.75 13963 19634 21321 21758 22201 22650 24033 26460 29040 31770 34653 11 118.24 14117 25739 27950 28523 29104 29692 31506 34688 38069 41649 45428 12 56.51 14509 18114 19670 20073 20482 20896 22173 24412 26791 29311 31970 13 61.03 13325 18454 20039 20450 20866 21288 22589 24870 27294 29861 32570 14 44.9 14056 16947 18403 18780 19162 19550 20744 22839 25065 26344 27688 15 28.7 15462 17111 17806 17984 18164 18345 18901 19865 20879 21944 23063 16 34.66 14753 16490 17907 18274 18646 19023 20185 21214 22296 23434 24629 17 43.07 13685 15480 16810 17154 17504 17858 18948 20862 22896 25049 25291 18 49.64 15090 17071 18538 18917 19303 19693 20896 23006 25249 27623 27890 19 78.27 15061 30247 32846 33519 34201 34893 37024 40763 44737 47019 49417

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Ward no. Area in Ha 1991 2001 2005 2006 2007 2008 2011 2016 2021 2026 2031 20 33.31 15234 17552 19060 19450 19645 19841 20443 21485 22581 23733 24944 21 23.81 15302 16028 16679 16846 17014 17184 17705 18608 19557 20555 21603 22 31.99 14071 16451 17864 18230 18602 18978 19553 20550 21598 22700 23858 23 49.78 13830 16192 17583 17943 18309 18679 19820 21822 23949 26201 28578 24 40.23 13958 16458 17872 18238 18609 18986 20146 22180 23312 24501 25751 25 56.88 18421 22633 24577 25081 25592 26109 27704 30502 33475 35183 36977 TOTAL 1314.42 369079 473731 511917 521619 531252 541012 570483 618155 666645 712636 751333

Annexure 2 : List of Tanks and overhead water tanks Location of water storage tanks and overhead water storage S.No Category Area of water supply coverage tanks 1. Old storage Tank ( MIDC owned) -- Camp 1, Camp 2 (Partly), Camp 3 (Partly) 2. New Storage Tank (MIDC owned) -- Camp 1, Camp 2 Camp 3 Camp 4 (Partly) Sub Divisional Water Supply Office, South Area, Overhead Kurla Camp, Netaji Chow to Venus Chowk, Sahyadri Nagar, 3. 2.60 MLD Water Storage Tank Sambhaji Chowk, Brahman Pada. 4. Patel Nagar, Overhead water storage tank 2.75 MLD Camp 5 5. Vittalwadi Overhead Water Storage Tank 1.50 MLD Not in use 6. ESR at Chopda Court 2.70 MLD -- 7. ESR at Jijamata 2.50 MLD -- 8. ESR at Takshashila 2.70 MLD -- 9. ESR at Birla Garden 3.00 MLD -- 10 ESR at Dasera (North) 2.70 MLD -- 11. ESR at Dasera Maidan (South) 1.50 MLD -- 12. GSR at Balkan-ji-bari, Ulhasnagar -2 1.59 MLD --

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Annexure 3 : List of Pumping Stations with reference to capacity and area of water supply coverage

Capacity in S.No Name of Pumping Station Area of water supply coverage Horse-power 1. Anand Nagar 200 (Two Sets) OT 3, Camp 4 (Partly) Netaji Chowk to Kurla Camp Sub divisional water supply 60 (Two sets) Netaji Chowk to OT 4, Shriram Nagar, Maratha Section, Bhatia Road, 2. office south area. 75 (Two sets) Sambhaji Chowk to Lal Chakki Chowk Second water storage tank. 3. Patel Nagar 50 (Two set) From Patel Nagar to water storage tank. 4. Hill Line 40 (Two set) Camp-4 Areas 5. Balkanji Bari 10 (Two set) Hilly Areas near Balkanji Bari 6. C-Block Area 5 (Two set) Hilly Areas near C-Block Area 75 (One set) Ramabai Nagar Hilly Areas of Ramabai Tekdi 7. 10 (One set) Old MBR Camp No.1 Tanaji and Kamala Nehru Nagar. 7.5 (Two set) 8. Priya Apartment 5 (One set) Chopda Maidan 50 (One set) Lal Chakki (North), Sane Guruji Nagar, Shivaji Maidan, Madrasi Pada, 9. Lalchakki 20 (Two set) Shankar Colony, Shiv Marg. 10 (One set) Amrapali Nagar, Panchsheel Nagar, Gurudwara, Lalchakki area (South) Station Road, O.T. Sec., Unr. 4, Bhim Nagar, Indira Nagar, Shiv Shakti 10 Central Hospital 25 (One set) Colony. Bhayasaheb Ambedkar Nagar, 11. 5 (Two set) Ambedkar Nagar. Ulhasnagar No.2.

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Capacity in S.No Name of Pumping Station Area of water supply coverage Horse-power 12 Boat Club (Hiraghat) 125 (One set) Pawai Area, Saraswati Nagar, Shri Ram Chowk.

13 Ruhani Satsang 7.5 (One set) Pumping has been stopped. Sai baba Colony, Powai Chowk, Peer Ghot Shindi Colony, Vasita Colony, Bhahja Nagar (Hiraghat) 14 10 (One set) Mahatma Phule nagar, Shiv Nagar, Vaka Compound Industrial Area, Ulhasnagar -3 Milind Nagar. 15 Azad nagar near Bhart Marble 5 (Two + One set) --

16 Dashera Maidan (North) 75 (Three Set) Subhas Tekadi, Kali Mata Mandir. 17 Takshashila School 50 (Three set) Kurla Camp, Subhas Tekadi See 34, 40, Unr.5 Kailash Colony, Tanaji Nagar, Pandav Colony, Samata 18 Dashera Maidan (South) 40 (Three set) Nagar 19 Birla Garden 75 (Three Set) Shahad Area, Vitthal nagar

20 Gandhinagar 12.5 (One Set) Gandhi nagar, Azad nagar

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Annexure 4 : List of Booster Pumping Stations in Ulhasnagar Location of Booster Pumping Capacity in Area of S.No. Stations Horsepower Supply Coverage 1 Hill Line 40 (Two sets) From Patel Nagar to Booster Tank and Hill Area (Partly) 2 Samata Nagar -2 5 (One set) Samata Nagar -2 20 (Two Sets) Subhash Tekdi, Panchsheel Nagar, Aamrapaali Nagar, Lal Chakki (Partly) Lal Chakki (Partly) Sane Guruji Nagar, Shivaji Maidan, Shivaji Nagar, Sitaram 3 Lal Chakki Camp 4 50 (one set) Nagar, Adarsh Nagar. 10 (One set) Station Areas 4 Middle level Hospital, Camp 4 25 (One set) OT 4, Santosh Nagar, Milind Nagar, Indira Nagar, Bhim Nagar, Bhim Colony. 5 Kurla Camp 10 (Two sets) Vikramshila Colony, Achanak Nagar 6 Balkanji Bari 10 (Two sets) Shastri Nagar, Punjabi Colony, Gandhi Nagar. 7 Ruhani Satsang 10 (One set) Azad Nagar 8 Rotary Garden 10 (One set) Hira Gate and Surroundings Powai, Section 18, Shiv Nagar,Vasita Colony, Shriram Chowk Area and 9 Boat Club 12.50 (One set) Surroundings 10 Madhuban (Gol Maidan) 20 (Two sets) Gol Maidan and surroundings 11 C Block 5 (Two sets) C Block Tekdi Hanuman Nagar, Tanaji Nagar, Indira Nagar, B.No.149 to 151, Shivneri Nagar, 12 Old storage tank 7.50 (Two sets) Valmiki Nagar. 13 Tamaji Nagar 7.50 (One set) Tamaji Nagar (Downhill /Downstream /South) Areas 5 (Two Sets) Bhaiya Saheb Nagar (Partly) 14 Bhaiya Saheb Nagar 3 (One set) Bhaiya Saheb Nagar (Partly) 15 Ramabai Nagar 5 (Two Sets) Hanuman Nagar, Ramabai Nagar.

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Annexure 5 : List of Slumps at various Booster Pumping Stations Capacity in S.No. Location ML 1 Booster Station in Camp-3 0.908

2 Booster Station in Sub Division Compound Camp -5 0.568

3. Booster Station at Patel Nagar, Ulhasnagar -5 0.56 4. Birla Garden 0.50 5. Chopada Court 0.33 6. Dashera (North) 0.33 7. Dashera (Noth) 0.33 8. Takshashila 0.33

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Annexure 6 : Projected Population and households Population 1961 1971 1981 1991 2001 2006 2007 2008 2009 2010 2011 2012 2016 2021 2026 2031 Population past & Projected 1,07,760 1,68,462 2,73,668 3,69,077 4,73,731 5,21,619 531,251 541,012 550,710 560,534 570,483 580,009 618,155 666,645 712,636 751,333 House holds in Ulhasnagar (5 104323 106250 108202 110142 112106 114096 116001 123630 133328 142527 150266 persons/family)

Annexure 7 : Landuse Land Use 1969 1996 2016 Ha % Ha % % Residential Hectares 331 25.55% 721.4 54.08% 614 46.03% Commercial Hectares 17.68 1.36% 57.35 4.30% 20.23 1.52% Industrial Hectares 123.2 9.51% 103.37 7.75% 126.43 9.48% Public and Semipublic Hectares 52.33 4.04% 24.33 1.82% 126.36 9.47% Saleble Public/Semi public Hectares 0 0.00% 0.00 0.00% 0.00 0.00% Public ammenities Hectares 0.00 0.00% 60.46 4.53% 37.07 2.78% Road Hectares 59.41 4.59% 103.71 7.77% 222.26 16.66% Open spaces Hectares 517.35 39.93% 234.08 17.55% 128.88 9.66% Burial & cremation ground. Hectares 0.00 0.00% 0.00 0.00% 0.0 0.00% Agricultural land. Hectares 0.00 0.00% 0.00 0.00% 0.0 0.00% Khajan & Vacant land. Hectares 181.41 14.00% 17.70 1.33% 49.97 3.75% Water bodies. Hectares 13.35 1.03% 11.6 0.87% 8.8 0.66% Total Area Hectares 1295.73 100.00% 1334.00 100.00% 1334.00 100.00% Developed Area Hectares 1292.93 1292.93

Assumptions The land uses pattern for Ulhasnagar will remain same in future as it is approved under the Development Plan.

Land use may change to little extent as per the requirement in public use but it will not change drastically.

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Annexure 8 : List of slums in Ulhasnagar

151 Ulhasnagar CDP

Annexure 9 : Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Prabhat Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits

RSPM TSPM SOz CO Time NOX µg/m3 µg/m3 µg/m3 Mg/m2 µg/m3 9.00 -10.00 25 82 19.2 117.7 10.00 -11.00 43 129 27.0 118.4 11.00- 12.00 64 191 29.8 102.4 12.00 -13.00 39 115 25.3 111.6 5.6 16.00 -17.00 25 82 20.6 64.6 17.00-18.00 27 98 25.4 56.4 18.00 -19.00 59 179 29.0 69.3 19.00 -20.00 33 121 23.1 84.2 Source: ESR 2003-04, UMC

Annexure 10 : Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Near Shivaji Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 9.00 -10.00 132 291 11.7 101.7 10.00 -11.00 87 276 15.4 111.3 11.00- 12.00 115 268 22.9 69.4 12.00 -13.00 51 166 24.1 79.8 7.0 16.00 -17.00 45 160 21.6 60.6 17.00-18.00 79 239 17.9 63.6 18.00 -19.00 58 190 25.8 72.5 19.00 -20.00 52 151 24.2 59.5 Source: ESR 2003-04, UMC

Annexure 11 : Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Shreeram Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 9.00 -10.00 38 92 14.3 53.5 5.8 10.00 -11.00 53 139 21.7 76.3 11.00- 12.00 63 181 17.1 76.3 12.00 -13.00 45 110 19.9 97.6

152 Ulhasnagar CDP

16.00 -17.00 21 79 23.2 89.4 17.00-18.00 44 143 22.3 62.5 18.00 -19.00 33 96 19.3 54.5 19.00 -20.00 26 80 13.4 141 Source: ESR 2003-04, UMC

Annexure 12: Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Shastri Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 9.00 -10.00 51 136 9.9 109.5 10.00 -11.00 61 162 15.4 107.6 11.00- 12.00 67 171 18.6 86.4 12.00 -13.00 71 195 23.4 51.3 5.6 16.00 -17.00 55 169 17.3 66.2 17.00-18.00 117 315 19.1 74.7 18.00 -19.00 103 301 21.2 105.6 19.00 -20.00 52 179 19.2 118 Source: ESR 2003-04, UMC

Annexure 13: Ambient Air Monitoring Analysis Report (Eight Hours on Hourly Basis) at Traffic Junctions: Near Nehru Chowk on 13.7.2004, Ulhasnagar Municipal Corporation Limits RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 9.00 -10.00 33 110 8.1 97.2 10.00 -11.00 91 251 14.4 83.4 11.00- 12.00 59 171 16.9 97.5 12.00 -13.00 81 217 19.1 83.4 4.6 16.00 -17.00 55 151 13.5 120.2 17.00-18.00 63 204 11.7 91.3 18.00 -19.00 59 152 21.2 71.2 19.00 -20.00 80 229 18.6 66.3 Source: ESR 2003-04, UMC

153 Ulhasnagar CDP

Annexure 14: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near Central Police Station during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits. RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 12.00-20.00 155 317 16.8 30.9 20.00 -4.00 151 311 14.1 69.3 7.2 4.00 -12.00 163 322 17.5 85.4 Source: ESR 2003-04, UMC

Annexure 15: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “O.T. Ulhasnagar No.3” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits. RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 12.00-20.00 18 47 11.2 52.3 20.00 -4.00 52 122 17.2 34.5 4.7 4.00 -12.00 26 59 19.1 62.4 Source: ESR 2003-04, UMC

Annexure 16: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “Aman Talkies” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits. RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 12.00-20.00 166 321 14.2 55.7 20.00 -4.00 148 239 9.5 42.8 5.8 4.00 -12.00 192 342 15.8 77.3 Source: ESR 2003-04, UMC

Annexure 17: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “Sheetal Das Khemani High School” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits. RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 12.00-20.00 81 173 13.9 47.4 20.00 -4.00 36 77 10.8 44.5 5.5 4.00 -12.00 40 82 16.4 75.3 Source: ESR 2003-04, UMC

154 Ulhasnagar CDP

Annexure 18: Ambient Air Monitoring Analysis Report (24 Hours) at Residential Areas: Near “Gol Maidan” during 13 to 14.07.2004, Ulhasnagar Municipal Corporation Limits. RSPM TSPM SOz NOX CO Time µg/m3 µg/m3 µg/m3 µg/m3 Mg/m2 17.00-18.00 139 282 8.3 62.3 18.00 -19.00 131 26.2 16.4 43.5 4.1 19.00 -20.00 125 240 23.6 84.3 Source: ESR 2003-04, UMC

155 Ulhasnagar CDP

Annexure 19 : Analysis of Drinking Water Quality at MIDC WTP Camp 1, Tap Water from Mukund Nagar Camp 1 and Master Balancing Reservoir Outlet Camp 2 on 13.07.2004, Ulhasnagar.

Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location MIDC WTP Mukund Nagar MBR Outlet Checked by MPCB Field Source Camp 1 Camp 1 Camp 2 Scientists Date of Collection 13.07.04 13.07.04 13.07.04 Reported 14.07 of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur Standards IS- Unit 10500-1991 Colour Colourless Colourless Colourless

Odour Colourless Colourless Colourless pH pH - 6.43 6.95 6.96 6.5.8.5 -

Dissolved Oxoygen DO mg/1 4.8 5.1 5.0 # - Biochemical B.O.D. 270C, Mg/1 7 4 3 30 - Oxygen Demand 3 days Chemical Oxygen Mg/1 15 7 6 250 - Demand C.O.D Nitrate as NO3 N Mg/1 5.8 2.0 2.9 45 Mg/1 Nitrite as NO2 N Mg/1 0.05 0.05 0.29 # -

156 Ulhasnagar CDP

Sulphate SO4 Mg/1 29.35 20.7 24.79 200 Residual Chlorine Cl2 Mg/1 N.D N.D. N.D. 0.2 Mg/1 Most Probable MPN MPN/1 <2 <2 <2 “ MPN/100m L Number 00 mL E.coli Bact- N.D. N.D. N.D. slyde Total Bacterial Bacta- <102 <102 <102 Count slyde N.D. Not Detectable # : Not mentioned

157 Ulhasnagar CDP

Annexure 20: Analysis of Drinking Water Quality at Ramabai Ambedkar Nagar Common Tap, Camp 2 Tap water at Barrackes No.747 Camp 2 and Hari Om Nagar Tap Water Camp 2 on 13.07.2004, Ulhasnagar.

Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location RA Nagar Tap Barracks 747 Hari Om Nagar Checked by MPCB Field Source Camp 2 Tap Camp 2 Tap Camp 2 Scientists Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur Standards IS- Unit 10500-1991 Colour Colourless Colourless Colourless Odour Colourless Colourless Colourless pH pH - 7.0 7.06 7.31 6.5-8.5 - Dissolved DO Mg/1 4.5 4.8 4.7 # - Oxoygen Biochemical B.O.D. Mg/1 5 3 2 30 - Oxygen Demand 270C, 3 days Chemical C.O.D Mg/1 17 9 8 250 - Oxygen Demand Nitrate as NO3 N Mg/1 5.5 1.8 3.1 45 Mg/1

158 Ulhasnagar CDP

Nitrite as NO2 N Mg/1 0.04 0.03 0.25 # - Sulphate SO4 Mg/1 14.28 20.61 16.61 200 Residual Cl2 Mg/1 N.D N.D. N.D. 0.2 Mg/1 Chlorine Most Probable MPN MPN/100 <2 <2 <2 “ MPN/100m L Number mL E.coli Bact-slyde N.D. N.D. N.D. Total Bacta-slyde <102 <102 <102 Bacterial Count N.D. Not Detectable # : Not mentioned

159 Ulhasnagar CDP

Annexure 21: Analysis of Drinking Water Quality at ESR Outlet near Pancharatna Netaji Camp 5, ESR Outlet near Water Supply Office Camp 5, and ESR Outlet near Sobhraj Garden Camp 5 on 13.07.2004, Ulhasnagar. Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location ESR PNetaji ESR WSO ESR Sobhraj Checked by MPCB Field Source Camp 5 Camp 5 Garden Camp 5 Scientists

Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur

Standards IS- Unit 10500-1991

Colour Colourless Colourless Colourless Odour Colourless Colourless Colourless pH pH - 72. 7.16 7.2 6.5-8.5 - Dissolved DO Mg/1 4.3 4.5 4.5 # - Oxoygen Biochemical B.O.D. Mg/1 5.2 4 3 30 - Oxygen Demand 270C, 3 days Chemical C.O.D Mg/1 19 11 12 250 -

160 Ulhasnagar CDP

Oxygen Demand Nitrate as NO3 N Mg/1 5.2 2.3 2.9 45 Mg/1 Nitrite as NO2 N Mg/1 0.02 0.01 0.23 # - Sulphate SO4 Mg/1 17.64 19.53 19.40 200 Residual Cl2 Mg/1 N.D N.D. N.D. 0.2 Mg/1 Chlorine Most Probable MPN MPN/100 <2 <2 <2 “ MPN/100m L Number mL E.coli Bact-slyde N.D. N.D. N.D. Total Bacta-slyde <102 <102 <102 Bacterial Count N.D. Not Detectable # : Not mentioned

161 Ulhasnagar CDP

Annexure 22: Analysis of Drinking Water Quality at ESR Outlet near Tanaji Nagar Camp 1, Tap Water at Saijeevanram Hsg. Society, Gaikwad Pada, Camp 5, and Canteen Shaheed DT Kalani MT Primary School Camp 5 on 13.07.2004, Ulhasnagar. Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location T Nagar SHS GP CS DT K MT Checked by MPCB Field Source Camp 5 Camp 5 Primary Camp Scientists 5

Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur

Standards IS- Unit 10500-1991

Colour Colourless Colourless Colourless Odour Colourless Colourless Colourless pH pH - 6.84 7.42 7.45 6.5.-8.5 Dissolved DO Mg/1 4.1 4.7 4.3 # - Oxoygen Biochemical B.O.D. Mg/1 5.6 3.8 4 30 0 Oxygen Demand 270C, 3 days

162 Ulhasnagar CDP

Chemical C.O.D Mg/1 17 13 13 250 - Oxygen Demand Nitrate as NO3 N Mg/1 5.1 2.5 2.5 45 Mg/1 Nitrite as NO2 N Mg/1 0.04 0.03 0.29 # - Sulphate SO4 Mg/1 32.23 18.94 20.89 200 - Residual Cl2 Mg/1 N.D N.D. N.D. 0.2 Mg/1 Chlorine Most Probable MPN MPN/100 <2 <2 <2 “ MPN/100m L Number mL E.coli Bact-slyde N.D. N.D. N.D. Total Bacta-slyde <102 <102 <102 Bacterial Count N.D. Not Detectable # : Not mentioned

163 Ulhasnagar CDP

Annexure 23: Analysis of Drinking Water Quality at Kalimata Mandir Slum Area Tap water Camp 3, Tap Water Camp 3, Chopra Court Residential, Camp 3, and Ulhasnagr Station Naka Camp 3 on 13.07.2004, Ulhasnagar. Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location K M Slum Chopra Court U Nagar Checked by MPCB Field Source Camp 3 Camp 3 Station Camp 3 Scientists Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur Standards IS- Unit 10500-1991 Colour Colourless Colourless Colourless Odour Colourless Colourless Colourless pH pH - 7.17 7.12 6.62 6.5 -8.5 Dissolved DO Mg/1 4.4 4.3 4.7 # - Oxoygen Biochemical B.O.D. Mg/1 5.1 3.5 4.5 30 - Oxygen Demand 270C, 3 days Chemical C.O.D Mg/1 12 15 11 250 - Oxygen Demand

164 Ulhasnagar CDP

Nitrate as NO3 N Mg/1 4.8 2.9 2.7 45 Mg/1

Nitrite as NO2 N Mg/1 0.01 0.05 0.25 # -

Sulphate SO4 Mg/1 22 20.61 27.64 200 Residual Cl2 Mg/1 N.D N.D. N.D. 0.2 Mg/1 Chlorine Most Probable MPN MPN/100 <2 <2 <2 “ MPN/100m L Number mL

E.coli Bact-slyde N.D. N.D. N.D.

Total Bacta-slyde <102 <102 <102 Bacterial Count N.D. Not Detectable # : Not mentioned

165 Ulhasnagar CDP

Annexure 24: Analysis of Drain /Sewage /Industrial Area /Dumping Yard /Groundwater /Borewell Sample Quality at Giridhari Industrial Area Camp 3, MT Nagar Camp 3, and Kalimata Mandir Camp 3 on 13.07.2004, Ulhasnagar. Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location G Ind. Area MT Nagar K Mandir Checked by MPCB Field Source Camp 3 Camp 3 Camp 3 Scientists Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur Standards IS- Unit 10500-1991 pH pH - 7.6 7.4 7.62 6.5-8.5 - Dissolved DO Mg/1 12.4 15.4 25.2 # - Oxoygen Biochemical B.O.D. Mg/1 15 19 22 30 - Oxygen Demand 270C, 3 days Chemical C.O.D Mg/1 82 92 112 250 - Oxygen Demand

Nitrate as NO3 N Mg/1 4.8 3.5 3.9 45 Mg/1

Nitrite as NO2 N Mg/1 0.03 0.05 0.06 #

166 Ulhasnagar CDP

Sulphate SO4 Mg/1 84.93 102.88 181.58 200 Residual Cl2 Mg/1 0.02 0.01 0.03 0.2 Mg/1 Chlorine Chlorides Cl Mg/1 318 126.5 84.5 250 Most Probable MPN MPN/100 >5 >5 >7 - MPN/100m L Number mL E.coli Bact-slyde 103 102 103

Total Bacta-slyde 104 104 104 Bacterial Count N.D. Not Detectable # : Not mentioned

167 Ulhasnagar CDP

Annexure 25: Analysis of Drain /Sewage /Industrial Area /Dumping Yard /Groundwater /Borewll Sample Quality at Chandibai College Camp3, Nallah at Giridhar Industiral Area Camp 3, and Waldhuni Nallah Upstream Camp 3 on 13.07.2004, Ulhasnagar. Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location C College Nallah at GIA Waldhuni Checked by MPCB Field Source Camp 3 Camp 3 Nallah Up Scientists Camp 3 Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur Standards IS- Unit 10500-1991 pH pH - 7.32 7.31 6.4 6.5.8.5 - Dissolved DO Mg/1 15.0 17.0 20.3 # Oxoygen Biochemical B.O.D. Mg/1 18 21 22 30 - Oxygen Demand 270C, 3 days Chemical C.O.D Mg/1 122 272 313.6 250 - Oxygen Demand Nitrate as NO3 N Mg/1 5.0 9.2 11.0 45 Mg/1

168 Ulhasnagar CDP

Nitrite as NO2 N Mg/1 0.01 0.09 0.08 # -

Sulphate SO4 Mg/1 199.6 83.35 132.64 200 Residual Cl2 Mg/1 0.07 0.03 0.07 0.2 Mg/1 Chlorine Chlorides Cl Mg/1 260 129 100.0 230 Most Probable MPN MPN/100 >6 >6 >7 “ MPN/100m L Number mL E.coli Bact-slyde 103 103 103 Total Bacta-slyde 104 104 104 Bacterial Count N.D. Not Detectable # : Not mentioned

169 Ulhasnagar CDP

Annexure 26: Analysis of Drain /Sewage / Industrial Area /Dumping Yard /Groundwater /Borewell sample Quality at Waldhuni Nallah Downstream Camp3, Borewell waer near Dumptin gsite – Khadi Machine Camp 5, and near Durga Mata Mandir Industrial Effluent Camp 5 on 13.07.2004, Ulhasnagar. Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location Waldhuni Dumping DM Mandir Checked by MPCB Field Source Nallah Dn Borewell Ind.Effluent Scientists Camp 3 Camp 5 Camp 3 Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur Standards IS- Unit 10500-1991 pH pH - 7.1 6.9 6.77 6.5.8.5 - Dissolved DO Mg/1 10.0 17.0 18 # - Oxoygen Biochemical B.O.D. Mg/1 20 23 400 30 Oxygen Demand 270C, 3 days Chemical C.O.D Mg/1 96 270 4960 250 Oxygen Demand Nitrate as NO3 N Mg/1 9.0 8.6 13.0 45 Mg/1

170 Ulhasnagar CDP

Nitrite as NO2 N Mg/1 0.06 0.07 0.09 #

Sulphate SO4 Mg/1 93.58 86.72 322.94 200 Residual Cl2 Mg/1 0.09 0.06 0.09 0.2 Mg/1 Chlorine Chlorides Cl Mg/1 113.5 149 2775 250 Most Probable MPN MPN/100 >6 >6 >7 “ MPN/100m L Number mL

E.coli Bact-slyde 103 103 103

Total Bacta-slyde 104 104 104 Bacterial Count N.D. Not Detectable # : Not mentioned

171 Ulhasnagar CDP

Annexure 27: Analysis of Drain /Sewage /Industrial Area / Dumpting Yard / Groundwater /Borewell sample Quality at Waldhuni Nallah Upstream Camp 3, and Khemani Dhobi Ghat Century Nallah Camp ½, on 13.07.2004, Ulhasnagar.

Parameter Drinking Water Received 13.07.2004 Analyzed 14.15.07.2004 Location Waldhuni Nallah Dn Khemani D Checked by MPCB Field Source Camp 3 Ghat Cen Camp Scientists 1/2 Date of 13.07.04 13.07.04 13.07.04 Reported 14.07 Collection of Sample Remark – Grab / Grab Grab Grab MPCB Central Lab Composite CBD Belapur Standards IS- Unit 10500-1991 pH pH - 6.8 6.5 6.5 8.5 - Dissolved DO 6.4 6.5 # Oxoygen Biochemical B.O.D. Mg/1 25 25 30 - Oxygen Demand 270C, 3 days Chemical C.O.D Mg/1 52 224 250 - Oxygen Demand Nitrate as NO3 N Mg/1 8.6 8.6 45 Mg/1

172 Ulhasnagar CDP

Nitrite as NO2 N Mg/1 0.05 0.09 # - Sulphate SO4 Mg/1 50.34 60.38 200 - Residual Cl2 Mg/1 0.08 0.07 0.2 Mg/1 Chlorine Chlorides Cl Mg/1 110 139 250 Most Probable MPN MPN/100 >6 >6 >7 “ MPN/100m L Number mL E.coli Bact- 103 103 103 slyde Total Bacta- 104 104 104 Bacterial slyde Count N.D. Not Detectable # : Not mentioned

173 Ulhasnagar CDP

Annexure 28: Income & Expenditure Statement

Income and Expenditure Statement

S. No. Head of Account 2001-02 2002-03 2003-04 2004-05 2005-06

Rupees Lakh General Account - UMC Opening Balance 582 409 487 323 282 Part I - REVENUE I Revenue Income A Own Sources Tax Revenue 1 Octroi 4,377 5,165 5,574 6,167 6,539 2 General Tax on Properties 603 1,001 1,002 809 783 3 Special Water Tax & Water Benefit Tax 19 34 35 30 63 4 Sewerage Tax, Sewerage Benefit Tax 18 34 35 31 30 4 Conservancy Tax 107 187 187 154 227 5 Other Taxes 180 310 315 258 302 Sub-Total (Tax Revenue) 5,304 6,730 7,148 7,449 7,945

Non Tax Revenue 1 Income from municipal assets/ institutions - - - - - 2 Development charges 45 35 37 12 40 3 Building License fee 2 2 2 1 3 4 Fire/ Guntewadi fee 9 9 6 3 6 5 Other fees and fines 2 2 1 1 1 6 Water Charges 1,024 1,347 1,158 842 745 7 Sewerage/ Drainage Charges - - - - - 8 Misc Water income 2 11 61 28 11 9 Misc Sewerage income 1 1 1 1 1 10 Interest on investments 30 28 21 10 14 10 Other Miscellaneous Income 38 120 92 702 247 Sub-Total (Non Tax Revenue) 1,153 1,556 1,378 1,601 1,068 Total Own Sources 6,458 8,286 8,526 9,050 9,013

B Assigned Rev, Grants & Contributions 1 General Grants 55 97 15 - - 2 Project specific grants - - - - - 3 Other Revenue grants & contributions 18 10 9 46 4 Total Grants & Contributions 73 107 24 46 4

Total Revenue Income 6,531 8,393 8,550 9,095 9,017

II Revenue Expenditure A Establishment, Salaries & Wages 1 Pension & Gratuity 177 213 355 334 331 2 General Administration & Tax Collection 521 504 625 786 905 3 Water supply 243 270 266 312 310 4 Sewerage - - - - - 5 Conservancy/ SWM 954 901 1,014 1,047 1,090 6 Public Health, Safety, Hospitals and medical services 40 45 56 83 90 7 Public works - Roads 169 162 147 138 107 8 Public works - Lands & Buildings - - - - - 9 Street lighting - - - - - 10 Parks, play grounds, sports, public utilities 134 126 135 105 95 11 Education - - - - - 12 Others (vehicle, workshop, markets, slaughter house etc - - - - - Total Salary Expenses 2,239 2,222 2,597 2,806 2,930

B Operation & Maintenance

174 Ulhasnagar CDP

Income and Expenditure Statement

S. No. Head of Account 2001-02 2002-03 2003-04 2004-05 2005-06

Rupees Lakh General Account - UMC Opening Balance 582 409 487 323 282 Part I - REVENUE I Revenue Income A Own Sources Tax Revenue 1 Octroi 4,377 5,165 5,574 6,167 6,539 2 General Tax on Properties 603 1,001 1,002 809 783 3 Special Water Tax & Water Benefit Tax 19 34 35 30 63 4 Sewerage Tax, Sewerage Benefit Tax 18 34 35 31 30 4 Conservancy Tax 107 187 187 154 227 5 Other Taxes 180 310 315 258 302 Sub-Total (Tax Revenue) 5,304 6,730 7,148 7,449 7,945

Non Tax Revenue 1 Income from municipal assets/ institutions - - - - - 2 Development charges 45 35 37 12 40 3 Building License fee 2 2 2 1 3 4 Fire/ Guntewadi fee 9 9 6 3 6 5 Other fees and fines 2 2 1 1 1 6 Water Charges 1,024 1,347 1,158 842 745 7 Sewerage/ Drainage Charges - - - - - 8Misc Water income 2 11 61 28 11 9 Misc Sewerage income 1 1 1 1 1 10 Interest on investments 30 28 21 10 14 10 Other Miscellaneous Income 38 120 92 702 247 Sub-Total (Non Tax Revenue) 1,153 1,556 1,378 1,601 1,068 Total Own Sources 6,458 8,286 8,526 9,050 9,013

B Assigned Rev, Grants & Contributions 1 General Grants 55 97 15 - - 2 Project specific grants - - - - - 3 Other Revenue grants & contributions 18 10 9 46 4 Total Grants & Contributions 73 107 24 46 4

Total Revenue Income 6,531 8,393 8,550 9,095 9,017

II Revenue Expenditure A Establishment, Salaries & Wages 1 Pension & Gratuity 177 213 355 334 331 2 General Administration & Tax Collection 521 504 625 786 905 3 Water supply 243 270 266 312 310 4 Sewerage - - - - - 5 Conservancy/ SWM 954 901 1,014 1,047 1,090 6 Public Health, Safety, Hospitals and medical services 40 45 56 83 90 7 Public works - Roads 169 162 147 138 107 8 Public works - Lands & Buildings - - - - - 9 Street lighting - - - - - 10 Parks, play grounds, sports, public utilities 134 126 135 105 95 11 Education - - - - - 12 Others (vehicle, workshop, markets, slaughter house etc) - - - - - Total Salary Expenses 2,239 2,222 2,597 2,806 2,930

B Operation & Maintenance 1 General Administration & Tax Collection 153 189 212 290 377 2 Water supply 2,364 2,834 3,394 3,097 2,086 3 Sewerage 100 126 122 131 158 4 Conservancy/ SWM 269 293 327 411 513 5 Public Health, Safety, Hospitals and medical services 253 308 292 313 359 6 Public works - Roads 25 62 111 97 231 7 Public works - Lands & Buildings - - - - - 8 Street lighting - - - - - 9 Parks, play grounds, sports, public utilities 177 135 144 186 305 10 Education 77 345 418 521 483 11 Others (vehicle, workshop, markets, slaughter house etc) - - - - - Total O&M Expenses 3,417 4,291 5,021 5,046 4,512

175 Ulhasnagar CDP

Income and Expenditure Statement

S. No. Head of Account 2001-02 2002-03 2003-04 2004-05 2005-06

Rupees Lakh General Account - UMC Part II - CAPITAL I Capital Income A Own Sources 1 Interest on deposits 11 5 10 16 21 2 Sale/ Lease/ Compensation of lands and Municipal prope - - - - - 2 Others (BOT fee, etc) 130 - - - - Total Own Sources 141 5 10 16 21

B Loans 412 203 157 - -

C Grants & Contributions 1 General grants and contributions 58 8 - 63 20 2 Project specific grants 131 136 503 248 250 Total Grants & Contributions 189 144 503 311 270

Total Capital Income 742 352 670 328 291

II Capital Expenditure 1 General Administration & Tax Collection 5 2 50 10 65 2 Water supply 26 46 85 57 77 3 Sewerage 2 3 23 23 37 4 Conservancy/ SWM 18 4 10 12 13 5 Public Health, Safety, Hospitals and medical services 1 9 1 7 2 6 Public works - Roads - - - - - 7 Public works - Lands & Buildings 922 1,191 1,038 1,140 1,098 8 Street lighting 1 1 32 19 12 9 Parks, play grounds, sports, public utilities 1 1 2 4 0 10 Social welfare - - - - - 11 Urban poor and Slum development - - - - - 12 Others and all grant related works 581 810 143 0 0 Total Capital Expenditure 1,556 2,066 1,383 1,271 1,304 Utilisation Status - Capital Account (814) (1,714) (713) (943) (1,014)

Summary - General Account Opening Balance 582 409 487 323 282 Revenue Account Status 813 1,759 500 871 1,269 Capital Account Status (814) (1,714) (713) (943) (1,014) Suspense Account Status (174) 32 50 31 (16) Closing Balance 407 487 323 282 521

176 Ulhasnagar CDP

Annexure 29: Income & Expenditure Statement-Sectoral Contribution

Sectoral Contribution/ Share

Avg (2001- S. No. Head of Account 2001-02 2002-03 2003-04 2004-05 2005-06 02 to 2005- 06)

Percentage General Account - UMC Opening Balance Part I - REVENUE I Revenue Income A Own Sources Tax Revenue 1Octroi 67 62 65 68 73 67 2 General Tax on Properties 9 12 12 9 9 10 3 Special Water Tax & Water Benefit Tax 0 0 0 0 1 0 4 Sewerage Tax, Sewerage Benefit Tax 0 0 0 0 0 0 4 Conservancy Tax 2 2 2 2 3 2 5 Other Taxes 3 4 4 3 3 3 Sub-Total (Tax Revenue) 81 80 84 82 88 83

Non Tax Revenue 1 Income from municipal assets/ institutions ------2 Development charges 1 0 0 0 0 0 3 Building License fee 0 0 0 0 0 0 4 Fire/ Guntewadi fee 0 0 0 0 0 0 5 Other fees and fines 0 0 0 0 0 0 6 Water Charges 16 16 14 9 8 13 7 Sewerage/ Drainage Charges ------8 Misc Water income 0 0 1 0 0 0 9 Misc Sewerage income 0 0 0 0 0 0 10 Interest on investments 0 0 0 0 0 0 10 Other Miscellaneous Income 1 1 1 8 3 3 Sub-Total (Non Tax Revenue) 18 19 16 18 12 16 Total Own Sources 99 99 100 99 100 99

B Assigned Rev, Grants & Contributions 1 General Grants 1 1 0 - - 0 2 Project specific grants ------3 Other Revenue grants & contributions 0 0 0 1 0 0 Total Grants & Contributions 1 1 0 1 0 1

Total Revenue Income 100 100 100 100 100 100

II Revenue Expenditure A Esta blishme nt, Sa la rie s & W a ge s 1 Pension & Gratuity 3 3 4 4 4 4 2 General Administration & Tax Collection 9 8 8 10 12 9 3 Water supply 4 4 3 4 4 4 4 Sewerage ------5 Conservancy/ SWM 17 14 13 13 14 14 6 Public Health, Safety, Hospitals and medical services 1 1 1 1 1 1 7 Public works - Roads 3 2 2 2 1 2 8 Public works - Lands & Buildings ------9 Street lighting ------10 Parks, play grounds, sports, public utilities 2 2 2 1 1 2 11 Education ------12 Others (vehicle, workshop, markets, slaughter house etc ------Total Salary Expenses 39 33 32 34 38 35

B Operation & Maintenance

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Sectoral Contribution/ Share

Avg (2001- S. No. Head of Account 2001-02 2002-03 2003-04 2004-05 2005-06 02 to 2005- 06)

Percentage General Account - UMC Part II - CAPITAL I Capital Income A Own Sources 1 Interest on deposits 1 2 1 5 7 3 2 Sale/ Lease/ Compensation of lands and Municipal prope ------2 Others (BOT fee, etc) 18 - - - - 4 Total Own Sources 19 2 1 5 7 7

B Loans 55 58 23 - - 27

C Grants & Contributions 1 General grants and contributions 8 2 - 19 7 7 2 Project specific grants 18 39 75 76 86 59 Total Grants & Contributions 26 41 75 95 93 66

Total Capital Income 100 100 100 100 100 100

II Capital Expenditure 1 General Administration & Tax Collection 0 0 4 1 5 2 2 Water supply 2 2 6 4 6 4 3 Sewerage 0 0 2 2 3 1 4 Conservancy/ SWM 1 0 1 1 1 1 5 Public Health, Safety, Hospitals and medical services 0 0 0 1 0 0 6 Public works - Roads ------7 Public works - Lands & Buildings 59 58 75 90 84 73 8 Street lighting 0 0 2 1 1 1 9 Parks, play grounds, sports, public utilities 0 0 0 0 0 0 10 Social welfare ------11 Urban poor and Slum development ------12 Others and all grant related works 37 39 10 0 0 17 Total Capital Expenditure 100 100 100 100 100 100

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Annexure 30: Income & Expenditure Statement-Growth Trends

Trends in Income & Expenditure

SAGR (2001-CAGR (2001- 2001-02 to 2002-03 to 2003-04 to 2004-05 to S. No. Head of Account 02 to 2005- 02 to 2005- 2002-03 2003-04 2004-05 2005-06 06) 06)

Percentage per Annum General Account - UMC Opening Balance Part I - REVENUE I Revenue Income A Own Sources Tax Revenue 1Octroi 18 8 11 6 11 11 2 General Tax on Properties 66 0 (19) (3) 11 7 3 Special Water Tax & Water Benefit Tax 80 4 (15) 112 45 36 4 Sewerage Tax, Sewerage Benefit Tax 89 4 (14) (3) 19 13 4 Conservancy Tax 74 0 (18) 48 26 21 5 Other Taxes 72 2 (18) 17 18 14 Sub-Total (Tax Revenue) 27 6 4 7 11 11

Non Tax Revenue 1Income from municipal assets/ institutions ------2 Development charges (22) 4 (66) 225 35 (3) 3 Building License fee (8) 5 (35) 95 14 5 4 Fire/ Guntewadi fee 0 (32) (50) 86 1 (11) 5 Other fees and fines (10) (41) 20 (45) (19) (23) 6 Water Charges 32 (14) (27) (11) (5) (8) 7Sewerage/ Drainage Charges ------8 Misc Water income 383 439 (55) (61) 176 46 9 Misc Sewerage income 104 (54) 39 23 28 13 10 Interest on investments (8) (24) (51) 34 (12) (18) 10 Other Miscellaneous Income 217 (23) 664 (65) 198 60 Sub-Total (Non Tax Revenue) 35 (11) 16 (33) 2 (2) Total Own Sources 28 3 6 (0) 9 9

B Assigned Rev, Grants & Contributions 1 General Grants 77 (85) (100) - (36) (100) 2Project specific grants ------3 Other Revenue grants & contributions (46) (5) 396 (92) 63 (33) Total Grants & Contributions 46 (77) 89 (92) (8) (53)

Total Revenue Income 29 2 6 (1) 9 8

II Revenue Expenditure A Establishment, Salaries & Wages 1 Pension & Gratuity 20 67 (6) (1) 20 17 2 General Administration & Tax Collection (3) 24 26 15 15 15 3 Water supply 11 (1) 18 (1) 7 6 4Sewerage ------5 Conservancy/ SWM (5) 12 3 4 4 3 6 Public Health, Safety, Hospitals and medical services 11 24 49 9 23 22 7 Public works - Roads (4) (9) (6) (23) (11) (11) 8Public works - Lands & Buildings ------9Street lighting ------10 Parks, play grounds, sports, public utilities (6) 7 (22) (10) (8) (8) 11Education ------12 Others (vehicle, workshop, markets, slaughter house etc ------Total Salary Expenses (1) 17 8 4 7 7

B Operation & Maintenance

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Trends in Income & Expenditure

SAGR (2001-CAGR (2001- 2001-02 to 2002-03 to 2003-04 to 2004-05 to S. No. Head of Account 02 to 2005- 02 to 2005- 2002-03 2003-04 2004-05 2005-06 06) 06)

Percentage per Annum General Account - UMC Part II - CAPITAL I Capital Income A Own Sources 1 Interest on deposits (52) 88 64 27 32 17 2 Sale/ Lease/ Compensation of lands and Municipal prope ------2 Others (BOT fee, etc) (100) - - - (100) (100) Total Own Sources (96) 88 64 27 21 (38) - B Loans (51) (23) (100) - (58) (100)

C Grants & Contributions 1 General grants and contributions (87) (100) - (69) (85) (24) 2 Project specific grants 4 270 (51) 1 56 18 Total Grants & Contributions (24) 250 (38) (13) 44 9

Total Capital Income (53) 90 (51) (11) (6) (21)

II Capital Expenditure 1 General Administration & Tax Collection (63) 2,592 (80) 555 751 89 2 Water supply 75 85 (33) 37 41 31 3 Sewerage 76 762 1 60 225 123 4 Conservancy/ SWM (77) 135 18 15 23 (7) 5 Public Health, Safety, Hospitals and medical services 1,137 (84) 383 (66) 343 34 6Public works - Roads ------7 Public works - Lands & Buildings 29 (13) 10 (4) 6 4 8 Street lighting 24 3,661 (40) (38) 902 104 9 Parks, play grounds, sports, public utilities (48) 197 84 (96) 34 (43) 10Social welfare ------11Urban poor and Slum development ------12 Others and all grant related works 40 (82) (100) (66) (52) (87) Total Capital Expenditure 33 (33) (8) 3 (1) (4)

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Annexure 31: Per Capita -Income & Expenditure Statement

Per-Capita Income & Expenditure CAGR in Avg Per (2001-02 S. No. Head of Account 2001-02 2002-03 2003-04 2004-05 2005-06 Capita to 2005- Amounts 06) (% p.a) Rs. per Annum General Account - UMC Opening Balance 4.83 4.92 5.01 5.10 5.20 <------Popl in Lakhs Part I - REVENUE I Revenue Income AOwn Sources Tax Revenue 1Octroi 907 1,051 1,113 1,209 1,258 1,107 9 2 General Tax on Properties 125 204 200 159 151 168 5 3 Special Water Tax & Water Benefit Tax 4 7 7 6 12 7 33 4 Sewerage Tax, Sewerage Benefit Tax 4 7 7 6 6 6 11 4 Conservancy Tax 22 38 37 30 44 34 18 5 Other Taxes 37 63 63 51 58 54 12 Sub-Total (Tax Revenue) 1,099 1,369 1,427 1,460 1,528 1,377 9

Non Tax Revenue 1 Income from municipal assets/ institutions ------2 Development charges 9 7 7 2 8 7 (5) 3 Building License fee 0 0 0 0 1 0 3 4 Fire/ Guntewadi fee 2 2 1 1 1 1 (13) 5 Other fees and fines 0 0 0 0 0 0 (24) 6 Water Charges 212 274 231 165 143 205 (9) 7 Sewerage/ Drainage Charges ------8Misc Water income 0 2 12 5 2 5 44 9 Misc Sewerage income 0 0 0 0 0 0 10 10 Interest on investments 6 6 4 2 3 4 (19) 10 Other Miscellaneous Income 8 24 18 137 48 47 57 Sub-Total (Non Tax Revenue) 239 316 275 314 205 270 (4) Total Own Sources 1,338 1,685 1,702 1,773 1,734 1,647 7

B Assigned Rev, Grants & Contributions 1 General Grants 11 20 3 - - 7 (100) 2 Project specific grants ------3 Other Revenue grants & contributions 4 2 2 9 1 3 (35) Total Grants & Contributions 15 22 5 9 1 10 (54)

Total Revenue Income 1,353 1,707 1,707 1,782 1,734 1,657 6

II Revenue Expenditure A Establishment, Salaries & Wages 1 Pension & Gratuity 37 43 71 65 64 56 15 2 General Administration & Tax Collection 108 103 125 154 174 133 13 3 Water supply 50 55 53 61 60 56 4 4 Sewerage ------5 Conservancy/ SWM 198 183 202 205 210 200 2 6 Public Health, Safety, Hospitals and medical services 8 9 11 16 17 12 20 7 Public works - Roads 35 33 29 27 21 29 (13) 8 Public works - Lands & Buildings ------9 Street lighting ------10 Parks, play grounds, sports, public utilities 28 26 27 21 18 24 (10) 11 Education ------12 Others (vehicle, workshop, markets, slaughter house etc ------Total Salary Expenses 464 452 518 550 564 510 5

B Operation & Maintenance

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Per-Capita Income & Expenditure CAGR in Avg Per (2001-02 S. No. Head of Account 2001-02 2002-03 2003-04 2004-05 2005-06 Capita to 2005- Amounts 06) (% p.a) Rs. per Annum General Account - UMC Part II - CAPITAL I Capital Income AOwn Sources 1 Interest on deposits 2 1 2 3 4 3 15 2 Sale/ Lease/ Compensation of lands and Municipal prope ------2 Others (BOT fee, etc) 27 - - - - 5 (100) Total Own Sources 29 1 2 3 4 8 (39)

B Loans 85 41 31 - - 32 (100)

C Grants & Contributions 1 General grants and contributions 12 2 - 12 4 6 (25) 2 Project specific grants 27 28 100 49 48 50 15 Total Grants & Contributions 39 29 100 61 52 56 7

Total Capital Income 154 72 134 64 56 96 (22)

II Capital Expenditure 1 General Administration & Tax Collection 1 0 10 2 12 5 85 2 Water supply 5 9 17 11 15 12 29 3 Sewerage 0 1 5 5 7 3 118 4 Conservancy/ SWM 4 1 2 2 3 2 (9) 5 Public Health, Safety, Hospitals and medical services 0 2 0 1 0 1 31 6 Public works - Roads ------7 Public works - Lands & Buildings 191 242 207 223 211 215 3 8 Street lighting 0 0 6 4 2 3 100 9 Parks, play grounds, sports, public utilities 0 0 0 1 0 0 (44) 10 Social welfare ------11 Urban poor and Slum development ------12 Others and all grant related works 120 165 29 0 0 63 (87) Total Capital Expenditure 322 420 276 249 251 304 (6)

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Annexure 32 : Members present during the 5th Septmber, 2007 Officials Stakeholder’s meeting Sr. Name Department no 1 Mr. Sadashiv Kamble Municipal Commissioner 2 Mr. Ramesh Shirke Dy. Engineer (P.W.D) 3 Dr.Reeghwani Raja PHD (Medical Deptt.) 4 Dr.Dipak Sawant PHD (Dy.Commissioner) 5 Mr.Milind Sawant DMC – tax 6 Mr.Nana Rauvale Addl. Comm. (Encroachment) 7 Mr.Anant Kamble M.C.A 8 Mr.S.K.Selven W/S 9 Mr.N.S.Hamkane u/s. creation 10 Mr.Y.S. Marathe Education 11 Mr.R.S.Gite Fire officer 12 Mr.A.M.Kate Asst.Comm. P.S.No.3 13 Mr.V.K.Khamutkar (J.E.) T.P.D 14 Mr.Bharat Bathija Dy.Engineer (P.W.D) 15 Mr.K.T.Parekh Dy.Engineer (P.W.D) 16 Mr.Kajale Ramesh Tax /W.O 17 Mr.Tukaram B Tarelalka W.O. /H.C 18 Mr.Ashok Bageshwar Dy.Commissioner (HQ) 19 Mr.S.B. Sukharamanii Ex.Engineer 20 Mr.B.M. Nitanaware W.Office 21 Mr.M.S. Ailani Ex.Engineer (E) 22 Mr.A.S. Dighe CAO

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Annexure 33: Minutes of the meeting held on 5th September 2006, at Ulhasnagar Municipal Corporation with the Municipal Commissioner & other Officers

The points discussed are as mentioned

1. A presentation was made by the consultants (Shah Technical Consultants and CRISIL) and discussions were initiated with regard to existing status of infrastructure in the city. Population was projected for the year 2031 by using four methods and the one which has been adopted was explained. Gaps in requirement of physical infrastructure based on projected population were discussed. 2. Questionnaires were distributed to all officers of Ulhasnagar Municipal Corporation who were present at the meeting, to receive responses with regard to the state of the infrastructure, gaps, and opportunities for improvement and to receive ideas for formulating a vision for the city. The contents of the questionnaire and the type of responses expected were explained to the attendees. The officers required 2 days time to come up with responses. It was agreed by the officials that the responses will be made available to the consultants on Friday i.e. 8th September 2006 and the same will be collected by the consultants. The responses will then be summarized by the Consultants. 3. The summary will help to analyse the requirements for city improvement and will also help in deciding the priorities of the proposals. 4. During the meeting, the consultants have pointed out about the discrepancy in the slum population recorded in the Environmental Status Report against the MMRDA Population Handbook. Then number of water connections was also found to be far less compared with the number of house holds in Ulhasnagar. A similarly it was pointed out by the Commissioner that commercial connections shown are also less, compared to general observations. 5. The discussions regarding congestions of roads by trucks brought out the need for heavy vehicle parking / truck terminus and the same was mutually agreed upon by the commissioner and the consultants. Land available near Vithalwadi which was previously used as the dumping ground to be considered for the same. UMC officials said that the land is reserved for Parking in the Development plan.

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6. A nalah flowing into the Ulhas River near pumping station at Shahad could be converted into artificial holding pond before it meets the river. The water should be treated by aeration and then allowed to flow into the river. The same could prove to be a solution to the problem of pollution close to the Jack well where water is lifted for treatment. The block estimates for the project are to be worked out for assessment of viability. 7. The consultants mentioned that the areas near the station should be planned and improved in a similar way Mumbai has carried out this exercise. If required, by acquiring and rehabilitating the structures elsewhere. 8. The city is facing parking problems and hence the solution discussed was that the front open space of the property should be used for parking of cars so that the carriage way width is available for vehicle movements 9. The sewerage system is 16 years old and was designed for FSI 1.00. Replacement of sewerage lines should be considered in preparation of DPR as the population pressure is tremendous on the city owing to unauthorized vertical development to the tune of 3-4 FSI.

After the meeting, the following were discussed with the Commissioner

ƒ The consultants should interact with the UMC officers to have a common opinion of the proposals and the cost estimation. ƒ Before going in for Public stake holders meeting, the consultants should make a presentation preferably in the national language to people’s representatives. ƒ As the overall process is time consuming, the consultants have requested for 12 – 15 days additional time to come out with a comprehensive report. The honourable Commissioner has asked to submit a written request for consideration. ƒ The Consultants have also requested the revision in schedule of payment in view of the change in scope of work. The Commissioner has asked to submit a request for his consideration.

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Annexure 34 : Members present during the 31st May Public Stakeholder’s meeting Sr. Name Organization No. 1 Mr.M.B.Patil Central Police Station 2 Mr.Anil Vyas Century Rayon 3 Mr.Rajendra Keskar I.M.V R.T.O. Kalyan 4 Mr.V.Shanti MICB 5 Mr.P.R.Salvi City Survey Officer-UNR 6 Mr.K.K.Bhagat UMC (WC) 7 Mr.Vinod Khamutkan UMC (T.P.O) 8 Mr.Vijay Righwani UMC (PWD) 9 Mr.Bharay Bathia UMC (PWD) 10 Mr.Mahesh C.Sitlani UMC (PWD) 11 Mrs.Aleyamma Raju Principal SDT Kalani College of Edn. 12 Mrs. Raju Varghese Staff, SDT Kalani College of Edn. 13 Mr.Tarun Shenkani UMC (C.U.C) 14 Mr.Nikhil Gole Editor, Shiv Sangram 15 Mr.Ajay Sanget M.N.N.S. Karagokarta 16 Mr.Begate Shankar Central Police Station 17 Mr.Vinod Punjabi U.M.C 18 Mr.Vishin Das Thorani U.M.C 19 Mr.Birjlal Ramraklyan UMA 20 Priya Nanda Neelkant Industry 21 Harsha Jaisingh K.G.Singh 22 Mr.Ramesh P.Ramvaklya R.P.Weaving Works 23 Mr.Anand Joshi UMC /JC Cab drivers secretary of Shahid Maruti 24 Mr.Kishor Janardhan Ingale van/Jadhav Auto Rickshaw Union UNR- 4/5 Cab driver 25 Jeeto Patil Ulhasnagar City Ex. President 26 Gurcharan Singh Shahid Marutivan Jadhav Auto Rickshaw Union UNR-4/5 27 Mr.Harkishin Mulchandani Secretary, Rotary Club of UNR East. President 28 Mr.Ritu Kamal G.Ahuja Rotary club of UNR (East)

President 29 Adv. Jetho Purswani Rotary Club of UNR

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30 Dr.Zakeer Hussain Edu.Regi. Urdu 31 Abdul Rashid Patel Edu.Regi. Urdu 32 Mr.G.A. Phalke H.C.3847 Ulhasnagar Post 33 Mr.Ashok Gopal Bagul Up Nirikshak, Ulhasnagar Post 34 Mr.Sanjeev B.Kamble Editor, Dainik Maharashtra 35 Mr.Gulab S.Pawar Editor, Dainik 36 Mr.Sandeep Jadhav UMC 37 Mr.Rande John UMC 38 Mr.B.Sundareswaran CE,UMC 39 Mr.H.A. Iise Ex.Engineer, M.S.E.DCL ULN-1 40 Mr.R.D.Rathod Ex.Engineer, M.S.E.DCL ULN-2 Dy.Ex.Engneer, 41 Mr.Z.Khan M.S.E.DCL , Div-I 42 Mr.Anil K.Hiwale Astt. Divisional Engineer, C-Rly. Kalyan. 43 Prof. Varsyani Netaji Jr.College, UNR-4. 44 Mr.Hundal Ochand RC of Ulhasnagar 45 Mr.A.S.Gadge Dy.Engr .MJP, Ambernath 46 Mr.P.N.Amritkar Sec.Engineer, MJP, Ambernath 47 Mr.A.K.Verma Rupanteen 9821335641 48 Mr.Vakil (Prakash) Karn Crime Aur K 49 Mr.Deepak B. Social worker 50 Mr.Parsran M.Desai Ve Page 51 Mr.Ashok S.Tarachand Vyapari 52 Mr.Nanik Manglani Editor -9822656443 53 Mr.Lachhman Katara Architect 54 Mr.R.K.Saroteq D.E. PW.Sub Div. UNR-3 55 Mr.S.M. Dhilpe A.E II,P.W. Sub Dn. UNR-3 56 Mr.B. Sonesar Architect 57 Mr.R.R. Sawkhare Ex.Engineer, Water supply 58 Mr.S.K. Selvan Dy. Engineer, Water supply 59 Mr.S.D. Dhalve Sec. Engineer 60 Mr.Mahesh Ailani Ex.Engineer, (Elec.) 61 Mr.Randeep Dighe Chief Acct. Officer 62 Mr.Milind Sawant DMC, UMC 63 Mr.Yuvraj Bhadane PRO, UMC 64 Dr.K.R.Kharat MOH, UMC 65 Mr.Haresh L.Khatai United Consumers of India 66 Mr.Ashok F. Editor 67 Mr.Vijay Singh Editor – Crime Encounter 68 Mr.Kailash Wagh Editor – Rashtriya Bhajan Premi

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Ramakant Chawan, Rickshaw 69 Chandrakant B.Sharandhur Driver/Owners Union. Mr.Dhagadu Ramdas 70 Sachiv Khairnar 71 Bhaskar Raghunath Kulkarni Maha Sachiv 72 Mr.K.T. Parekh Ulhasnagar Mfg. Association Committee 73 Mr.Narender H.Motwani member. 74 Mr.Tahilroman Prakash S Ram Girdhar Ind.Estate, UNR-3 Ram Girdhar Indl. Estate, Vithalwadi 75 Mr.Prakash Motwani Stn.Road. 76 D.N.Matke

Annexure 35: Minutes of the meeting held on 31st May 2007, at town hall, Ulhasnagar with the Public Stakeholders & other Officers

1. Professor Varsyani a) The proposal should include Rain Water harvesting facilities for every tenement. b) There should be Special cell for maintenance and monitoring of pot hole whose occurrence is frequent during and after monsoons. c) Traffic Signal system is poor in Ulhasnagar and needs to be improved. Tax Recovery should be Strict and UMC should seal the property records of the defaulters as it would reduce the load on the public who are paying regular taxes. d) Special Bye-Law to be implemented for the Slaughter house and permission should be required for such development. e) Encroachment and hawkers on footpath is a major issue in Ulhasnagar and the proposals to eradicate such happenings should be the top priority.

Response from the Consultant a) Rain water harvesting is made mandatory by State and Central Government for new buildings, thus it would only get implemented once the resolution is passed by the Municipal authority and people follow it. b) The suggestion on Special cell for pot hole maintenance and Traffic Signal System will be taken in to consideration while giving recommendations in CDP. c) The findings from the study conducted by the consultants, suggests that Encroachement is a major issue of Ulhasnagar thus it has been taken into consideration in the Road widening proposals. And the area where the

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informal market is to be set up is also identified along the Waldhuni Nallah, which will reduce the problems of Hawkers to a greater extent.

2. Gurucharan Singh a) There is problem of facility of Heavy – Vehicle parking, which is causing congestion in areas which otherwise are not congested due to private vehicle traffic. Some of these areas near Nehru chauk & Aman Talkies. b) Lot of Disturbance is caused due to repair works carried out frequently on roads for water supply and drainage.

Response from the Consultant a) A truck terminal is proposed for the heavy vehicle parking, this proposal will reduce the traffic congestion caused due to heavy vehicle parking.

3. Mr.Tahilroman Prakash a) There is no proper implementation of Building bys laws in the city.

4. Mr.K.T. Parekh a) Pipes used for water supply network are of low quality. Pipes used are of GI instead CI pipes should be used

5. Prakash Motwani a) There is need to change the attitude of Ulhasnagar Municipal Corporation the way they act towards certain issues. b) Even though Ramakrishna industrial area is at higher level topography, flooding is frequent during monsoon, the reason is the encroachment along the Nallahs, which is affecting adversely on the natural drainage. c) Thus cleaning of Nallah is required and demolition of illegal properties along the Nallah length is necessary. d) Moreover, Administrative control is very weak hence such development is difficult. Response from the Consultant a) Proposal on beautification of Waldhuni Nallah will be incorporating the development along the Nallah length, which will also focus on achieving the natural drainage. For this it might required to demolish properties which are illegal. Support from Municipal Corporation is required.

6. Nanak Mugalani – Journalist a) Before intalling water meters leakages in network and water thefts are to be curtailed. b) The Meter recovery will be difficult to increase, as general public will be reluctant in paying higher rents against the low pressure water supply.

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c) First supply water with proper pressure, then only water meter can be brought.

Response from Mr. Sadashiv Kamble (UMC, Commissioner) a) There is proposal of developing own source through BOT, this proposal has been approved by the General body. If UMC receive funds from JNNURM, then it will scrap the BOT proposal and develop the source by its own. Thus, it is assured that Low pressure water supply will not be a problem in coming years and thus water metering will be possible.

7. Nikhil Gole a) Zone for 10,000 hawkers is required. There are 19 roads which are dedicated for hawker zone development but still it is not implemented. b) Between Telephone road and Mira hall are one of them in which out of 40 dedicated there are only 10 stalls constructed for hawkers. Response from the Consultant a) The comment will be strongly taken into consideration in the CDP. The same can be incorporated by design changes in the proposed upgradation of the roads.

8. Mr.Ashok S.Tarachand a) Netram chauk Foot paths are encroached by shopkeepers so should be cleaned and made available to pedestrians

9. Harish Khatri – President of consumer forum a) Water supply lines were laid way back in 1942, out of which some are still not replaced. Even if the replacement is done, it is done in patches. b) Ulhasnagar town during 1950s used to receive sufficient water only with two booster station. But now in spite of six booster stations, water supply is an issue. c) New Road is laid over the existing layer with no excavation of the previously laid layer. Due to this the Road level has increased over the time and the plot level has remained the same lowering the adjoining areas below the road level. This has caused water logging in the properties adjacent to roads. Thus Excavation of previously laid layer is required before laying new roads. d) Due to high pollution in Ulhasnagar the Temperature varies within the town. Tempo stand should be shifted to some other place as it is increasing the pollution levels at the existing location.

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Annexure 36 : Road Improvement as Per Development Plan Width

Length in Meters. Cement Concrete BM & AC

S.N Rd. No. Location ed n be ng as

i ew) Surface Remarks Remarks de st Road in fy. in fy. Road i i To (N In Cr. In Cr. In Cr. x Existing per D.P. w DP Width DP Width in Ft Executed Executed Existing width Existing of E Cost. In Cr. In Cost. Cr. In Cost. Approx. Est. Est. Approx. Est. Approx. required to be required to be Rate per Rmt. Rmt. per Rate Rmt. per Rate 1 2 3 4 5 6 7 8 9 10 11 12 13 14

Shahad ROB to Century rayon Maintained by PWD 1 1(a) B.T. 50 100 1140 0.00 0.00 school Ulh 1 Thane

Century rayon school to UMC Maintained by PWD 1 1(a) 830 0.00 0.00 boundry Ulh 1 Thane 2 2(a) River to Murbad Road New _ 100' 610 7.15 4.36 6.25 3.81 Murbad Road to Fish marke6t 2 2(b) via Fakkad Mandali ( Partly B.T. 35 100 1100 7.15 7.87 6.25 6.88 exiting) 2 2(c) Fish Market To Satnam Shed New _ 100 255 7.15 1.82 6.25 1.59 Satnam Shed To Golden 2 2(d) B.T. 50 100 80 7.15 0.57 6.25 0.50 Textile Golden Textile to Kalyan 3 3 New _ 100 1070 7.15 7.65 6.25 6.69 Ambernath road Waldhuni bridge to Follower 45'- 4 4(a) C.C. 100' 2450 0.00 3.85 9.43 only widening Line chowk Ulh 3 100' Follower Line chowk to 4 4(b) B.T. 60 100' 550 7.15 3.93 6.25 3.44 saibaba mandir.Ulh 3 5 5(a) Saibaba mandir to Blk 103 New _ 100' 2100 7.15 15.02 6.25 13.13

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Uls.5.(New Road) via samrat ashok nagar Vadol Gaon and Bharat Nagar. Blk 103 to 101 (Shivsena 5 5(b) B.T. 20 100 65 7.15 0.46 6.25 0.41 office) Ravindranath Tagore(Kalibari Temple) statue to Ambernath 6 6 B.T. 100 100' 930 7.15 6.65 6.25 5.81 Octroi naka, Kailash Colny, Ulngr 5 Kailash Colony Chowk Uls.5 7 7 to Khadi Mchine (quarry) via New _ 100' 1660 7.15 11.87 6.25 10.38 shantiprakash ashram. 8 8(a) Khadi machine to Bk. 2086 New _ 100' 355 7.15 2.54 6.25 2.22 8 8(b) Bk 2086 to Prabharam Junction B.T. 12' 100' 100 7.15 0.72 6.25 0.63 Prabharam mandir to Jaibaba 8 8(c) B.T. _ _ 745 7.15 5.33 6.25 4.66 Dham. Uls.5. Jaibaba Dham to Manera 8 8(d) New _ 100 480 7.15 3.43 6.25 3.00 junction 8 8(e) Manera Junctio to Bk 1636 B.T. 60 100 680 0.00 0.00 8 8(f) Bk 1636 to Back side of V.T.C. New _ 100 390 7.15 2.79 6.25 2.44 New out Back side V.T.C. to back side side of Shriram Cinema.via back 8 8(g) UM _ 100 1210 7.15 8.65 6.25 7.56 side of Nanik Soap Factory Ulh C 4 Limi t Total 100' 930 6130 9740 83.66 82.56 9 9 From IDI factory to UMC B.T. 50-20 80' 1195 6.70 8.01 5 5.98 IRDP P-I B.T. Rd

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Octroi naka No. 10 & adjacent Hence CC Pavement/ to Shahad station BT Resufacing & Footpath Work Only IRDP P-I BT Work in Shahad Station to Kalyan 145 10 10 B.T. 80 80 4.70 6.82 3.1 4.50 Progress cost CC only Ambernath road 0 considered A Blk Chowk to DT Kalani 11 11 New New 80' 275 6.70 1.84 5 1.38 school. (New Road) IRDP P-I B.T. Rd D.T. College to Madhuban Hence CC Pavement/ 12 12 B.T. 80' 80' 415 4.70 1.95 3.1 1.29 Hotel. Uls.1. BT Resufacing & Footpath Work Only From Dhiraj Tower to Sneha 55'- 13 13(a) B.T. 80' 280 6.70 1.88 5 1.40 Apt. Uls.3 60' Sneha Apt.to Sundri Sagar Apt. 13 13(b) C.C. 20 80 185 6.70 1.24 5 0.93 Uls.4 50' Azad soap factory to Seema Partly 14 14(a) B.T. 80' 180 6.70 1.21 5 0.90 partment Khemani Ulh 2 execu ted Seema Apt to Chowk near 14 14(b) New New 80 415 6.70 2.78 5 2.08 Gurudwara Gurudwara to Hanuman 14 14(c) B.T. 50-55 80 220 6.70 1.47 5 1.10 Mandir Hanuman Mandir to near Maya 14 14(d) B.T. 80 145 6.70 0.97 5 0.73 Hotel Maya Hotel to Shiv Mandir via 14 14(e) New 35-40 80 470 6.70 3.15 5 2.35 old Telephone Exchange 15 15 Blk C-12 (UMC) to Kalyan nr New New 80 260 6.70 1.74 5 1.30

193 Ulhasnagar CDP

Ailsinghani chembaer on Ambarnath road via UMC Existng CC Rd Hence only widening & 16 16(a) Section 17 to Hiraghat Ulh 3 C.C. 35 80' 225 4.40 0.99 0.00 Constructing new Drain side patti Hiraghat to ShriRam cinema 16 16(b) B.T. 610 6.70 4.09 5 3.05 via boat club Ulh 3 16 16(c) ShriRam Cinema to Ring Road New New 80' 135 6.70 0.90 5 0.68 IRDP P-I B.T. Rd Lalchakki water supply office 122 Hence CC Pavement/ 17 17(a)_ B.T. 80' 80' 4.70 5.73 3.1 3.78 to Manera junction via venas 0 BT Resufacing & Footpath Work Only Venus Cinema Chowk to Blk 18 18 809 via Prabhat Cinema B.T. 80' 80' 765 6.70 5.13 5 3.83 Chowk, Netaji School 385 Total 80' 3365 1230 49.89 35.24 0 Surrounding goal maidan I.e. IRDP P-I CC fromNirankari hall to BPL Rd.Hence Resufacing 19 19 galary via Khialram C.C. 60 60' 630 1.95 1.23 0.00 of Side Patti & Apt.Bansuri hotel Palihil Apt. Footpath Work Only existing IRDP P-I Existing Neelkamal Apt. to Nirankari Non Non DP road 20 20 C.C. 60 215 1.95 0.42 0.00 hall via Aradhana Apt DP Developed Hence Side Patti & Footpath 110 IRDP P-I B.T. Rd 21 21(a) From Blk. A. 1 to UMC. Uls.3. B.T. 60' 60' 2.50 2.75 2.6 2.86 0 Hence CC Pavement/

194 Ulhasnagar CDP

BT Resufacing & Footpath Work Only Existng CC Rd Hence UMC to Section 17. Via 50'- only widening & 21 21(b) Kachamal Statue. & Link to C.C. 60' 640 4.40 2.82 0.00 55' Constructing new Petrol PumpUls.3. Drain side patti Existng CC Rd Hence Neelkanth Mandir opp century 30'- only widening & 22 22(a) rayon to Chowk near Bhatia C.C. 60' 195 4.40 0.86 0.00 35' Constructing new Dispensari Ulh 1 Drain side patti Chowk near Bhatiya 22 22(b) Dispensari to Mukund Nagar 60' 350 0.00 0.00 Not Feasible Ulh 1 IRDP P-I B.T. Rd from Ambedkar statue to Hence CC Pavement/ 23 23(a) B.T. 60' 210 2.50 0.53 2.6 0.55 Chowk near Blk C-43 BT Resufacing & Footpath Work Only Existng CC Rd Hence Blk C-43 Chowk to Chowk only widening & 23 23(b) C.C. 60' 180 4.40 0.79 0.00 near Cremation ground Constructing new Drain side patti IRDP P-I B.T. Rd Chowk near cremation ground Hence CC Pavement/ 23 23(c) to chowk opp Kajal Petrol B.T. 60' 140 2.50 0.35 2.6 0.36 BT Resufacing & Pump Footpath Work Only IRDP P-I B.T. Rd Kamla Apt. to Rajeev Gandhi 112 Hence CC Pavement/ 24 24(a) chowk via vithalwadi station B.T. 60' 2.50 2.80 2.6 2.91 0 BT Resufacing & shantinagar bridge existing. Footpath Work Only

195 Ulhasnagar CDP

Rajeev Gandhi Chowk to 24 24(b) B.T. 30 60' 150 5.00 0.75 2.6 0.39 Panchavati Steel Existng CC Rd Hence Toward Vithhalwadi Station only widening & 24 24© C.C. 30 60' 65 4.40 0.29 0.00 Ulh 3 Constructing new Drain side patti Hadakmata chowk near Existing BT Rd Hence 25 25 Vithalwadi to boat club via B.T. 60' 60' 780 2.50 1.95 2.6 2.03 Only Side Drain Kajal petrol pump exsiting &Patti IRDP P-I CC Rd.Hence Resufacing 26 26(a) Goal maidan to Neharu Chowk C.C. 60' 60' 280 1.95 0.55 2.6 0.73 of Side Patti & Footpath Work Only IRDP P-I B.T. Rd Neharu chowk to Prem 115 Hence CC Pavement/ 27 27(b) Ramchandani Chowk B.T. 60' 60' 2.50 2.88 2.6 2.99 0 BT Resufacing & (Follower Line) Footpath Work Only Geheni chowk to Madrasi pada 28 28 New 6'-10' 60' 335 0.00 0.00 Not Feasible upto UMC limit.(New Road) Guru Gobindsingh school to Chandibai collage via site 29 29 New New 60' 700 5.00 3.50 2.7 1.89 No.10 Railway fatak Gurdwara new. Gurudwara opp Chandibai Balance work of college to Ulh Rly Stn South bridge near 30 30 New New 60' 0.00 0.00 side (ROB & Bridges with Gurudwara and ROB approaches Ulh 3 & 4 on Ulh Rly station Existng CC Rd Hence 31 31 Santu bldg to Pooja hotel C.C. 40' 60' 550 4.40 2.42 0.00 only widening &

196 Ulhasnagar CDP

Constructing new Drain side patti Santu Bldg to OT Section chowk Via Laxmi nagar, 32 32 New 60' 395 5.00 1.98 2.7 1.07 Khatridying, Shivaji nagar Ulh 4 IRDP P-I Hence CC Shri Ram Cinema Chwk to bk Pavement/ BT 33 33 B.T. 60 60' 940 2.50 2.35 2.6 2.44 1476 opp VTC Resufacing & Footpath Work Only IRDP P-I B.T. Rd Bank of Maharashtra to Hence CC Pavement/ 34 34 B.T. 60' 60' 342 2.50 0.86 2.6 0.89 Koyande Statue. Uls.4. BT Resufacing & Footpath Work Only Koyande statue toLalchakki 35 35 New New 60' 460 5.00 2.30 2.7 1.24 road Uls.4. Site No. M 155 Tagore Society 36 36 New New 60' 228 5.00 1.14 2.7 0.62 Ulh 4 Lalchakki Chowk to Blk 289 37 37 New New 60' 320 5.00 1.60 2.7 0.86 Dus Chawl Blk 289 Dus Chawl to Blk 300 38 38 via Jai Bhim Chow near Blk B.T. 30 60' 215 5.00 1.08 2.7 0.58 298 Dus Chawl Ulh 4 IRDP P-I B.T. Rd Netaji chowk to Shanti Prakash Hence CC Pavement/ 39 39 B.T. 60 60' 265 2.50 0.66 2.6 0.69 Statue BT Resufacing & Footpath Work Only Shanti Prakash Statue Kalibari IRDP P-I Hence CC 40 40 B.T. 80 60 745 6.70 4.99 5 3.73 temple Pavement/ BT

197 Ulhasnagar CDP

Resufacing & Footpath Work Only Blk No C- 50 to Blk C 180( 41 41 Guru Nanik Panchayat Hall to B.T. 50 60 115 5.00 0.58 2.7 0.31 Guru Nanik School) Nijdham Ashram to Bk 1711 42 42(a) B.T. 25 60 435 5.00 2.18 2.7 1.17 Ulh 5 Bk No 1711 to 1855 (Nr.Ashok 42 42(b) New New 60 270 5.00 1.35 2.7 0.73 Pickle) Bk No 1855 Opp Ashokl 42 42(c) Pickle to tagare Satue Chowk B.T. 35 60 500 5.00 2.50 2.7 1.35 via site 106 42 42(d) Tagore statue to Blk A327 B.T. 35 60 140 5.00 0.70 2.7 0.38 42 42(e) Blk A- 327 to 100 ft ring road New New 60 230 5.00 1.15 2.7 0.62 Prabharam Juinction to Existng CC Rd Hence Enterance gate via Kailash only widening & 43 43 C.C. 50 60' 1470 4.40 6.47 0.00 colonny Chowk (Ulh -5 Main Constructing new road) Uls.5. Drain side patti Back side of bk.705 to UMC 44 44 B.T. 35' 60' 440 5.00 2.20 2.7 1.19 boundry via bk.733 Uls.5 770 Total 60' 5310 3288 58.93 32.57 2 IRDP P-I CC From Nehru chowk to shivaji Rd.Hence Resufacing 45 45 C.C. 45 45' 700 0.62 0.43 0.00 chowk Uls.3 of Side Patti & Footpath Work Only Width available More 46 46(a) Waco Junction to O.T. Uls.4 B.T. 45' 45' 750 5.00 3.75 2.7 2.03 (60') 46 46(b) O.T. to Dr. Khatri dispensary C.C. 45 45' 200 0.62 0.12 0.00 IRDP P-I CC

198 Ulhasnagar CDP

Uls.4 Rd.Hence Resufacing of Side Patti & Footpath Work Only IRDP P-I CC Rd 47 47 Fountain to Jungle hotel Uls.4 C.C. 45 45' 310 0.62 0.19 0.00 Hence Resufacing & Footpath Work Only 121 Total 45' 750 0 4.50 2.03 0 Century club to Kal. Murbad 48 48 road surrounding site 1 & 141 New New 40' 1440 4.00 5.76 3.2 4.61 Uls.1 Agricultural land Kalyan murbad road to shahad only widening 49 49 B.T. 30' 40' 105 4.00 0.42 3.2 0.34 gaothan Uls.1 Existng CC Rd Hence Shahad naka No.9 to bk.22 via 35'- only widening & 50 50 C.C. 40' 320 3.10 0.99 3.2 1.02 Lakhani Apt. 40' Constructing new Drain side patti 51 51 VP naik colony road Uls.1 C.C. 25' 40' 210 3.10 0.65 3.2 0.67 IRDP P-I B.T. Rd DT Kalani collage site 57 to Hence CC Pavement/ 52 52(a) B.T. 40 40' 165 2.45 0.40 1.65 0.27 Bk 399 Ulh 1 BT Resufacing & Footpath Work Only Bk 399 to bk 22 via Rana Not Feasible 52 52(b) New New 40' 330 0.00 0.00 Trading Ulh 1 Bk No 22 to Main road opp Not Feasible 52 52(c) New New 40 340 0.00 0.00 Mukund Nagar Ulh 1

199 Ulhasnagar CDP

Existng CC Rd Hence Chowk near Bhatia Dispensary only widening & 53 53 to Ulh 1 Bus Stop & Link to C.C. 30 40 490 3.10 1.52 0.00 Constructing new Harmon Mohata Co. Ulh 1 Drain side patti

Maharashtra Mutton Shp to Bk 54 54(a) B.T. 30 40 130 4.00 0.52 3.2 0.42 No. 90 54 54(b) Between bk 90 &91 C.C. 12 40 55 4.00 0.22 0.00 Existng CC Rd Hence Nirankari Hall to Samrat Apt. only widening & 55 55 C.C. 30 40 110 3.10 0.34 0.00 Uih 1 Constructing new Drain side patti Existng CC Rd Hence Hardasmal hotel to S.E.S. only widening & 56 56 C.C. 35 40 300 3.10 0.93 0.00 School Ulh 1 Constructing new Drain side patti Existng CC Rd Hence Satnam H to Bhim nagar only widening & 57 57 Chowk via.post office & SES C.C. 30 40 630 3.10 1.95 0.00 Constructing new school Ulhs.1 Drain side patti Existng CC Rd Hence Bk No 399 (Apna Industry) to only widening & 58 58 C.C. 15 40 200 3.10 0.62 0.00 Bk 405 Constructing new Drain side patti Existng CC Rd Hence Chowk near Mahesh society to only widening & 59 59(a) C.C. 30-35 40' 480 3.10 1.49 0.00 Jhulela mandir Constructing new Drain side patti 59 59(b) Jhulelal mandir to Fish Market B.T. 30'- 40' 250 4.00 1.00 3.2 0.80

200 Ulhasnagar CDP

Chowk. Uls.2. 35' Jhulelal Mandir Chowk (Bk. Not Feasible 10'- 60 60 265) to Saibaba Mandir B.T. 40' 165 0.00 0.00 30' nr.fakad mandli Fakad mandli to cremation 61 61 C.C. 30 40' 275 3.10 0.85 0.00 ground Uls.2 Existing CC Road in Fish Market to Bk 581 (Near Deterioted Hence 62 62(a) C.C. 35 40' 220 4.00 0.88 0.00 Site No 71) Proposed to reconstruct Existing CC Road in Bk 581 (Near Site No 71) to Deterioted Hence 62 62(b) C.C. 35 40' 160 4.00 0.64 0.00 Dumping ground Proposed to reconstruct Cremation ground to bk 581 nr Not Feasible 63 63 New New 40' 100 0.00 0.00 site 71 Rana tyrading to Bk598 via 64 64 B.T. 35 40' 380 4.00 1.52 3.2 1.22 Asharam Bajrang ice factory Existng CC Rd Hence only widening & 65 65 School No. 24 to bk.588 Uls.2 C.C. 35 40' 205 3.10 0.64 0.00 Constructing new Drain side patti Existng CC Rd Hence only widening & 66 66 School No. 24 to bk.597 Uls.2 C.C. 35 40' 200 3.10 0.62 0.00 Constructing new Drain side patti Existng CC Rd Hence 67 67 Bk 598 to Azad Soap Ulh 2 C.C. 36 40' 275 3.10 0.85 0.00 only widening & Constructing new

201 Ulhasnagar CDP

Drain side patti 68 68 Side of Bk 601 to Bk 604 New New 40 90 4.00 0.36 3.2 0.29 Bk 586 to Azad School via 69 69 B.T. 30 40 230 4.00 0.92 0.00 Kungwani Niwas Ulh 2 Existng CC Rd Hence Netaji Chowk to Vashumal only widening & 70 70(a) C.C. 30 40 130 3.10 0.40 0.00 Darbar Bhaji Market, Ulh 3 Constructing new Drain side patti Vashumal Darbar Bhaji 70 70(b) Market to Fish Market Chowk B.T. 30 40 95 4.00 0.38 3.2 0.30 Ulh 2 Vashumal Darbar Bhaji Market 70 70(c) B.T. 30 40 90 4.00 0.36 3.2 0.29 to Gudluck Apt., Ulh 2 Gudluck Apt to School No 24 Non DP Existing 70 70(d) B.T. 30 80 4.00 0.32 3.2 0.26 Ulh 2 IRDP P-I CC Awat Chowk to Jhulelal Rd.Hence Resufacing 71 71 C.C. 40 40 185 1.20 0.22 0.00 Mandir Chowk Ulh 2 of Side Patti & Footpath Work Only Puj Larkana panchyat hall to 72 72(a) C.C. 15 40 95 4.00 0.38 0.00 Bk 309 (Bhaji Market) Ulh 2 Bk 309 (Bhaji Market) to Bk Not feasible 72 72(b) New New 40 140 0.00 0.00 250Ulh 2 Existng CC Rd Hence Kuvalmal Tabela to Arya only widening & 73 73(a) C.C. 15 40 200 3.10 0.62 0.00 samaj School Ulh 2 Constructing new Drain side patti Arya samaj School to Dr. 73 73(b) New New 40 110 4.00 0.44 3.2 0.35 Ruprel Dispensary Ulh 2

202 Ulhasnagar CDP

Bk 327 to Main Road near Bk Not feasible 74 74 New New 40 140 0.00 0.00 336 Ulh 2 Near Fish Market Chowk to Not feasible 75 75(a) New New 40 225 0.00 0.00 Talreja Society Ulh 2 Gopal Nagar to Mahesh Not feasible 75 75(b) New New 40 75 0.00 0.00 Society Chowk Ulh 1 From Nirankari hall to Rohan 35'- 76 76(a) Palace. via Basantram darbar B.T. 40' 320 4.00 1.28 3.2 1.02 40' vegetable market Rohan Palace to Chwk near 76 76(b) New New 40' 150 4.00 0.60 3.2 0.48 Fish Market Ulh 2 Existng CC Rd Hence only widening & 76 76(c) Blk 63 to Blk 364 Ulh 2 C.C. 20 40 170 3.10 0.53 0.00 Constructing new Drain side patti From backside of site 115 Not feasible 77 77(a) nr.Rajlaxmi soc to Cambridge C.C. 15 40' 115 0.00 0.00 Shop. Uls.2. Existing CC Road in Sati Bhawan to Sunita Apt. via Deterioted Hence 77 77(b) C.C. 35' 40' 406 4.00 1.62 3.2 1.30 444 Garden. Uls.1 Proposed to reconstruct Sunita Apt to SES School via Not feasible 77 77(c) New New 40 140 0.00 0.00 Sukhmani Society Ulh 1 from Minerva studio to Bk 470 Not feasible 78 78(a) C.C. 15 40' 130 0.00 0.00 Ulh2 78 78(b) Bk 470 to Bk 457 New New 40' 50 0.00 0.00 Not feasible Sanmukh Sadan to Sai Not feasible 79 79 New New 40' 465 0.00 0.00 Asharam Apt.& Link to Baba

203 Ulhasnagar CDP

Befikiri Chowk Ulh 2 CelebrationMarraige Hall to Not feasible 80 80 New New 40' 315 0.00 0.00 Indralok Apt. Opp Bk 322 to opp to Jhulelal Not feasible 81 81 New New 40' 175 0.00 0.00 School Ulh 2 82 82 Indralok Apt to Blk 664 New New 40' 225 0.00 0.00 Not feasible IRDP P-I CC Road Khamani Chowk to Astha 83 83(a) C.C. 40 40 460 1.20 0.55 0.00 Hence Footpath & Hospital Ulh 2 side patti Astha Hospital to Panjabi 83 83(b) B.T. 38 40 220 4.00 0.88 3.2 0.70 colony Chowk Ulh 2 Gurudwara to Bk 703 via Guru 84 84 C.C. 20 40 220 4.00 0.88 0.00 Tegbahadur nagar Ulh 3 IRDP P-I CC Red Cross to Guru Nanik Jira Rd.Hence Resufacing 85 85 C.C. 40 40 300 1.20 0.36 0.00 Chowk Ulh 3 of Side Patti & Footpath Work Only Existng CC Rd Hence Bk No 706 to Hospital Road only widening & 86 86 C.C. 18 40 250 3.10 0.78 0.00 via Pappu Society Ulh 3 Constructing new Drain side patti Sant Rohidas Chowk to 87 87(a) B.T. 20 40 250 4.00 1.00 3.2 0.80 Panjabi Colony Chowk Ulh 3 Panjabi Colony Chowk to Bk 87 87(b) New New 40 150 4.00 0.60 3.2 0.48 100 ft DP Road Ulh 3 Existng CC Rd Hence Navin Lodge opp Eagle to only widening & 88 88(a) C.C. 30 40 120 3.10 0.37 0.00 Mayur Hotel Ulh 3 Constructing new Drain side patti

204 Ulhasnagar CDP

Mayur hotel to Sevasadan 88 88(b) B.T. 30 40 120 4.00 0.48 3.2 0.38 College Ulh 3 Ratan Deep palace to eagle 89 89(a) Hotel via , Bharati Hindi High C.C. 30 40 555 4.00 2.22 0.00 School , New Era School Ulh 3 Tilson Hotel to Bharati Hindi 89 89(b) School via Bharat Cinema Ulh C.C. 30 40 80 4.00 0.32 0.00 3 North Side of Sapna Garden to 90 90 80 ft DP Road via Gorkha Pada C.C. 10 40 210 4.00 0.84 0.00 Ulh 3 Existng CC Rd Hence Kachharam Statue to only widening & 91 91(a) Hiramarriag hall via Aman C.C. 30 40 300 3.10 0.93 0.00 Constructing new Cinema Chowk Ulh 3 Drain side patti Old Telephone Exchang to 91 91(b) C.C. 35 40 100 1.20 0.12 0.00 Jaishankar Apt Ulh 3 IRDP P-I B.T. Rd Sonesar Apt. to mama society Hence CC Pavement/ 92 92 B.T. 40 40' 275 2.45 0.67 1.65 0.45 Aman Cinema Chowk Ulh 3 BT Resufacing & Footpath Work Only IRDP P-I B.T. Rd Satyam Apt to Bank of Badoda Hence CC Pavement/ 93 93 B.T. 40 40' 200 2.45 0.49 1.65 0.33 Ulh 3 BT Resufacing & Footpath Work Only IRDP P-I B.T. Rd Chopda Court to Sadhu Hence CC Pavement/ 94 94 Waswani Garden (Opp Staue) B.T. 40 40' 450 2.45 1.10 1.65 0.74 BT Resufacing & Ulh 3 Footpath Work Only

205 Ulhasnagar CDP

Royal Emrald to Mansing WB 95 95(a) 40 40 165 4.00 0.66 3.2 0.53 Garrage Ulh 3 M Opp Sonesar Apt. Royal 95 95(b) New New 40 220 4.00 0.88 3.2 0.70 Emrald Ulh 3 IRDP P-I B.T. Rd Guirudwara to Madhurvela (A- Hence CC Pavement/ 96 96 B.T. 60 40 100 2.50 0.25 3.2 0.32 6) Ulh 1 BT Resufacing & Footpath Work Only North Side of Site 72 to Zopadpatti affecting 97 97 New New 40 270 4.00 1.08 3.2 0.86 Mansing Garrage Ulh 3 Shivsena office to Kaka ka 98 98(a) New New 40 405 4.00 1.62 3.2 1.30 Dhaba Ulh 3 Ambedkar staue to Gurcharan 98 98(b) B.T. 30 40 240 4.00 0.96 3.2 0.77 Apt via Shivsena office Ulh 3 Near Omkar Pan Shop on 99 99 Kalyan Amb road to Sham New New 410 4.00 1.64 3.2 1.31 Soap Factory Ulh 3 Shanti gram school to Akash 100 100(a) New New 40 160 4.00 0.64 3.2 0.51 Society Ulh 3 IRDP P-I B.T. Rd Akash Society to Blk C-43 Ulh Hence CC Pavement/ 100 100(b) B.T. 40 40 105 2.45 0.26 1.65 0.17 3 BT Resufacing & Footpath Work Only IRDP P-I B.T. Rd Hence CC Pavement/ 101 101(a) Blk C-43 to UMC office Ulh 3 B.T. 40 40 240 2.45 0.59 1.65 0.40 BT Resufacing & Footpath Work Only UMC Swimming Pool to UMC 101 101(b) B.T. 30 40 150 4.00 0.60 3.2 0.48 Cattle pond Ulh 3

206 Ulhasnagar CDP

IRDP P-I B.T. Rd Chopda Court to Cremation Hence CC Pavement/ 102 102 B.T. 40 40 350 2.45 0.86 1.65 0.58 Ground Chowk Ulh 3 BT Resufacing & Footpath Work Only IRDP P-I B.T. Rd Shanti nagar Octroi Naka to Hence CC Pavement/ 103 103 B.T. 60 40 245 2.50 0.61 2.6 0.64 Rajeev Gandhi Chowk Ulh 3 BT Resufacing & Footpath Work Only Rajeev Gandhi Chowk to Not feasible 104 104 Cremation Ground & Link to New New 40 120 4.00 0.48 0.00 Kalyan Amb road ULH 3 Derby Hotel Chjowk to 105 105 Hiraghat chowk via Samarpan B.T. 35 40 180 4.00 0.72 3.2 0.58 Apt. Ulh 3 Side of Bk 825 to nr Hira Book 106 106(a) New New 40 230 4.00 0.92 3.2 0.74 Seller on Stn Road Ulh 3 Dr. Gwalini to Rotary Garden 106 106(b) New New 40 85 4.00 0.34 3.2 0.27 Ulh 3 Adjecent to Rotary Garden Ulh 106 106(c) C.C. 20 40 65 4.00 0.26 0.00 3 107 107 Bk 903 to Bk 892 Ulh 3 C.C. 20 40 275 4.00 1.10 0.00 108 108 Bk 903 to Bk. 938 Ulh 3 New New 40 200 4.00 0.80 3.2 0.64 Bk 838 to Bk 951 Rajaveer 109 109 C.C. 15 40 265 4.00 1.06 0.00 Mandir Ulh 3 Existng CC Rd Hence Khatanmal Chowk to Beharani only widening & 110 110 Chowk & Link to Bk.1008 Ulh C.C. 15 40 315 3.10 0.98 0.00 Constructing new 3 Drain side patti 111 111 Maharaja Hall to Santu Bldg. C.C. 35 40 510 3.10 1.58 0.00 Existng CC Rd Hence

207 Ulhasnagar CDP

Via Radhabai Kishnani Chowk only widening & Ulh 3 Constructing new Drain side patti Ashok cinema Chowk to 112 112 B.T. 20 40 465 4.00 1.86 3.2 1.49 Khatri Dying Factory Ulh 3 Radhabai Chowk to Bk 1039 113 113(a) New New 40 435 4.00 1.74 3.2 1.39 Bk 1132 Ulh 3 Follower Line Chowk to Bk 114 114(a) C.C. 15 40 65 4.00 0.26 0.00 1127 Ulh 3 Front of Bk 1127 to link road 114 114(b) New New 40 25 4.00 0.10 3.2 0.08 at bk 1132 Ulh 3 Radhbai Kishnani Chowk to 115 115 B.T. 20 40 325 4.00 1.30 3.2 1.04 Khatri Dying Factory Ulh 3 IRDP P-I B.T. Rd Radhaswami Satsang hall to Ot Hence CC Pavement/ 116 116 B.T. 40 40 405 2.45 0.99 1.65 0.67 Section 3 Chowk Ulh 3 BT Resufacing & Footpath Work Only IRDP P-I CC OT Section 3 Chowk to Rd.Hence Resufacing 117 117(a) C.C. 40 40 185 1.20 0.22 0.00 Dharamdas darbar Ulh 3 of Side Patti & Footpath Work Only IRDP P-I B.T. Rd Dharamdas darbar ROB Hence CC Pavement/ 117 117(b) B.T. 40 40 200 2.45 0.49 1.65 0.33 (master Chander Chowk Ulh 3 BT Resufacing & Footpath Work Only Existng CC Rd Hence Rajai Society to Master only widening & 118 118 C.C. 20 40 455 3.10 1.41 0.00 Chander Chowk Ulh 3 Constructing new Drain side patti

208 Ulhasnagar CDP

Sham Sunder Society to OT 119 119(a) B.T. 30 40 205 4.00 0.82 3.2 0.66 Section 3 Chowk Ulh 3 OT Section 3 Chowk & link to 119 119(b) New New 40 260 4.00 1.04 3.2 0.83 100 ft DP Road Ulh 3 60 ft Link road from Chandibai 120 120(a) College Compound to New New 40 90 4.00 0.36 3.2 0.29 Nenumal Society Ulh 3 Nenumal Society to Bk 1074 120 120(b) B.T. 25 40 260 4.00 1.04 3.2 0.83 Ulh 3 121 121 North Side of Site 10 Ulh 3 New New 40 175 4.00 0.70 3.2 0.56 Slum affected 122 122 South Side of Site 10 Ulh n New New 40 175 4.00 0.70 3.2 0.56 Slum affected SES School to Dewas Marble 123 123(a) B.T. 30 40 350 4.00 1.40 3.2 1.12 Ulh 3 Dewas Marble to Kamala 123 123(b) New New 40 50 4.00 0.20 3.2 0.16 Apt.Ulh 3 A) side of bk.1242 to Rakhi Not feasible 124 124 New New 40' 154 0.00 0.00 Bar. Waco Junction to Hindustan Pencil Fac. Via S.K. Products 125 125 Nanik Soap & Link to Samrat B.T. 30 40' 815 4.00 3.26 3.2 2.61 Biscuits and Pooja Textile. Uls.4. 100 ft DP road to Banjara Slum affected 126 126(a) New New 40' 90 4.00 0.36 3.2 0.29 colony Ulh 4 Banjara Colony to Hindustsn 126 126(a) B.T. 30 40' 60 4.00 0.24 3.2 0.19 Pencil Factory Ulh 4 Existng CC Rd Hence Hindustsn Pencil Factory to 126 126(a) C.C. 30 40' 375 3.10 1.16 0.00 only widening & RPC Ulh 4 Constructing new

209 Ulhasnagar CDP

Drain side patti Police Stn to Samrat Biscuit 127 127(a) B.T. 30' 40' 400 4.00 1.60 3.2 1.28 via Santosh Nagar Ulh 4 Tijomal Goverdhndas Timber 127 127(b) Marchand to Asha Silicate Ulh B.T. 30 40 4.00 0.00 3.2 0.00 4 Nageshwar mandir opp.Parvati 128 128(a) tower OT ulhas via Ashirwad B.T. 30' 40' 370 4.00 1.48 3.2 1.18 society Reshma society Uls.,4 Road at North side of Site No 128 128(b) New New 40' 70 4.00 0.28 3.2 0.22 87 129 129 OT Section to Bk 1284 Ulh 4 115 4.00 0.46 3.2 0.37 Sharda Castle Society to Bk 130 130 C.C. 20 40' 185 4.00 0.74 0.00 1288 Ulh 4 131 131 Tagore Society to Church B.T. 30 40' 190 4.00 0.76 3.2 0.61 Existng CC Rd Hence only widening & 132 132 Devi Mata Mandir to ROB C.C. 30 40' 190 3.10 0.59 0.00 Constructing new Drain side patti 133 133(a) Blk 506 to blk 508 Ulh 4 B.T. 20 40' 95 4.00 0.38 3.2 0.30 133 133(b) Blk 506 to site 155 Ulh 4 New New 40' 95 4.00 0.38 3.2 0.30 Blk No 506 to ROB Approach 134 134 B.T. 40 40' 120 4.00 0.48 3.2 0.38 Ulh 4 Shiv Mandir to Chowk opp Slum affected 135 135 Shivsena office (passing throug New New 40' 130 4.00 0.52 3.2 0.42 leprousy colony) Ulh 4 136 136 Blk 502 to 498 Ulh 4 New New 40' 165 4.00 0.66 3.2 0.53 137 137 Opp Blk 508 to 60 ft Road New New 40' 145 4.00 0.58 3.2 0.46 138 138(a) Jijamata Garden to Koyande C.C. 35 40' 355 3.10 1.10 0.00 Existng CC Rd Hence

210 Ulhasnagar CDP

Statue Ulh 4 only widening & Constructing new Drain side patti Back side of Koyande statue 138 138(b) B.T. 40 40' 65 4.00 0.26 3.2 0.21 Ulh 4 139 139(a) Back Opp bk 1424 Ulh 4 B.T. 20 40' 90 4.00 0.36 3.2 0.29 Existng CC Rd Hence only widening & 139 139(b) Bk 1417 to Bk 1425 Ulh 4 C.C. 20 40' 130 3.10 0.40 0.00 Constructing new Drain side patti 140 140 Bk 1417 to bk 1415 Ulh 4 New New 40' 90 4.00 0.36 3.2 0.29 Existng CC Rd Hence Shani Mandir to Jungle Hotel only widening & 141 141 C.C. 35 40 335 3.10 1.04 0.00 Ulh 4 Constructing new Drain side patti Existng CC Rd Hence Bk 1491 to bk 1482 Section 30 only widening & 142 142(a) C.C. 25 40' 220 3.10 0.68 0.00 road Ulh 4 Constructing new Drain side patti bk 1482 to bk 1476 Section 30 142 142(b) B.T. 25 40' 130 4.00 0.52 3.2 0.42 road Ulh 5 Existng CC Rd Hence Bk No 1537 to Krishna Mandal only widening & 143 143(a) C.C. 25 40' 235 3.10 0.73 0.00 School Ulh 4 Constructing new Drain side patti Krishna Mandal School to 100 143 143(b) New New 40' 255 4.00 1.02 3.2 0.82 ft DP Road Ulh 4 Bk 1406 to Blk 529 via North 144 144 New New 40' 465 4.00 1.86 3.2 1.49 & East sides of Site No 90 Ulh

211 Ulhasnagar CDP

4 145 145 Blk 568 to Blk 562 Ulh 4 B.T. 25 40' 160 4.00 0.64 3.2 0.51 Bk 1397 to Bk Bk 1397 via Bk Not feasible 146 146 New New 40' 380 0.00 3.2 1.22 1395 & 1394 Ulh 4 Nikhileshwar Complex to Blk 147 147 B.T. 26 40' 230 4.00 0.92 3.2 0.74 549 Ulh 4 Mukti Apt to Bagade 148 148(a) C.C. 40' 40' 110 1.20 0.13 0.00 Decorators Ulh 4 IRDP P-I B.T. Rd Bagade Decorators to Hence CC Pavement/ 148 148(b) B.T. 40' 40' 180 2.45 0.44 3.2 0.58 Nikhileshwar Complex Ulh 4 BT Resufacing & Footpath Work Only Chowk Opp Jungle hotel to 149 149 B.T. 25 40' 230 4.00 0.92 3.2 0.74 Satramdas Hospital Ulh 4 Tulsi Tower to Bk No 1638 150 150 B.T. 25 40' 200 4.00 0.80 3.2 0.64 Ulh 4 151 151(a) Bk 1624 to bk no 1618 Ulh 4 B.T. 25 40' 185 4.00 0.74 3.2 0.59 151 151(b) bk no 1618 to 100ft road Ulh 4 New New 40' 55 4.00 0.22 3.2 0.18 Varai Mata Mandir to bk no 152 152 B.T. 25 40' 205 4.00 0.82 3.2 0.66 1610 Ulh 4 Nort Side of Site no 13 & 93 153 153 New New 40' 195 4.00 0.78 3.2 0.62 Ulhs 4 154 154(a) Blk 1684 to Bk 1675, Ulh 4 C.C. 25 40' 195 3.10 0.60 0.00 Blk 569 to blk No 578 via Blk 154 154(b) New New 40' 300 4.00 1.20 3.2 0.96 No 574 Ulh 4 Krishna mandal to Bindia Apt 155 155(a) New New 40' 115 4.00 0.46 3.2 0.37 Ulh 4 Bindia Apt to Bk 1590 via 155 155(b) B.T. 30 40' 125 4.00 0.50 3.2 0.40 School 10 Ulh 4

212 Ulhasnagar CDP

155 155(c) Bk 1590 to School No 12 Ulh 4 B.T. 15 40' 235 4.00 0.94 3.2 0.75 155 155(d) Front Bk 1675 Ulh 4 C.C. 20 40' 55 4.00 0.22 0.00 155 155(e) Front Bk 1695 Ulh 4 C.C. 20 40' 60 4.00 0.24 0.00 156 156(a) Blk 582 to blk No 583 Ulh 4 B.T. 15 40' 40 4.00 0.16 3.2 0.13 Blk No 583 to 100 DP Road 156 156(b) New New 40' 190 4.00 0.76 3.2 0.61 Ulh 4 Existng CC Rd Hence Behind Kalani Society to Blk only widening & 157 157 C.C. 35 40' 290 3.10 0.90 0.00 678 Ulh 4 Constructing new Drain side patti Existng CC Rd Hence only widening & 158 158 Blk 653 to blk No 659 Ulh 4 C.C. 35 40' 165 3.10 0.51 0.00 Constructing new Drain side patti Existng CC Rd Hence only widening & 159 159 Blk 630 to blk No 636 Ulh 4 C.C. 35 40' 160 3.10 0.50 0.00 Constructing new Drain side patti Existng CC Rd Hence only widening & 160 160 Blk 629 to blk No 624 Ulh 4 C.C. 35 40' 125 3.10 0.39 0.00 Constructing new Drain side patti Existng CC Rd Hence only widening & 161 161 Blk 603 to blk No 666 Ulh 4 C.C. 35 40' 305 3.10 0.95 0.00 Constructing new Drain side patti IRDP P-I B.T. Rd 162 162 Blk 602 to blk No 679 Ulh 4 B.T. 40 40 460 2.45 1.13 3.2 1.47 Hence CC Pavement/ BT Resufacing &

213 Ulhasnagar CDP

Footpath Work Only 163 163(a) Adjecent to Saw mill Ulh 4 C.C. 20 40' 50 4.00 0.20 0.00 From Saw Mill Near Shivsena office at Radheshyam nagar to 163 163(b) B.T. 30 40' 1565 4.00 6.26 3.2 5.01 Blk No 89 via Blk 30, Blk 43, Blk 37, Blk 57, Blk 67 Ulh 4 Chowk near Dr. Lalwani Dispensary to Blk 330 via cremation ground, malti appt, 164 164 B.T. 30 40' 1615 4.00 6.46 3.2 5.17 monish appt, Kajol corner, block 327, Khandekar House Ulh 4 Opp. Minakshi Apt to Samaj 165 165(a) New New 40' 125 4.00 0.50 3.2 0.40 Mandir at Bramhan Pada Ulh 4 Samaj Mandir at Bramhan 165 165(b) B.T. 20 40' 20 4.00 0.08 3.2 0.06 Pada to Blk 226 Ulh 4 Back side of Samaj Mandir at 166 166 Bramhan Pada to Dattta Guru New New 40' 225 4.00 0.90 3.2 0.72 Society Ulh 4 Cremation Ground to Chowk at 167 167(a) B.T. 30 40' 270 4.00 1.08 3.2 0.86 Datta Guru Society, Ulh 4 Blk 240 to Blk 241 Sambhaji 167 167(b) C.C. 35 40' 65 4.00 0.26 0.00 Chowk Ulh 4 Sambhaji Chowk to Bhim 167 167(c) B.T. 30 40' 240 4.00 0.96 3.2 0.77 Chowk Ulh 4 Bhim Chowk to Back side of 167 167(d) New New 40' 360 4.00 1.44 3.2 1.15 Takshashila School Ulh 4 167 167(e) Blk 353 to Blk 345 ulh 4 B.T. 30 40' 240 4.00 0.96 3.2 0.77 168 168 Blk 387 to Blk 309 via East New New 40' 430 4.00 1.72 3.2 1.38

214 Ulhasnagar CDP

side of Takshashila School Ulh 4 Indrajitsingh saw mill to Blk 169 169(a) 377 via Ambedkar Chowk, Blk B.T. 30 40' 660 4.00 2.64 3.2 2.11 380,(Kansai Road) Ulh 4 Blk 377 to 100 ft DP road Ulh 169 169(b) New New 40' 4.00 0.00 3.2 0.00 4 Blk 456 to Transformer via 170 170 C.C. 35 40' 255 3.10 0.79 0.00 Holi Family School Ulh 4 171 171(a) blk 462 to Ulh 4 New New 40' 115 4.00 0.46 3.2 0.37 171 171(b) Apt to Transformer Ulh 4 B.T. 30 40' 150 4.00 0.60 3.2 0.48 171 171(c) Side of Methodisat Chowk B.T. 30 40' 40 4.00 0.16 3.2 0.13 Saibaba Mandir to MSEB 172 172(a) B.T. 20 40' 40 4.00 0.16 3.2 0.13 office Ulh 4 Transformer opp MSEB office 172 172(b) C.C. 15 40' 45 4.00 0.18 0.00 to Blk 487 Ulh 4 Existng CC Rd Hence only widening & 172 172(c) Blk 487 to Blk 493 Ulh 4 C.C. 35 40' 140 3.10 0.43 0.00 Constructing new Drain side patti Water Suplly compound to 173 173 Ashok van board via Methodist B.T. 30 40' 455 4.00 1.82 3.2 1.46 church Ulh 4 174 174(a) Near Blk 437 Ulh 4 New New 40' 60 4.00 0.24 3.2 0.19 Existng CC Rd Hence Blk 443 to Mohindrasing Hs only widening & 174 174(b) C.C. 25 40' 130 3.10 0.40 0.00 Ulh 4 Constructing new Drain side patti 175 175 Ambedkar chowk to Gurudara B.T. 30 40' 280 4.00 1.12 3.2 0.90

215 Ulhasnagar CDP

Ulh 4 176 176 Blk 419 to blk 413 Ulh 4 New New 40' 165 4.00 0.66 3.2 0.53 177 177 Blk 404 to blk 396 Ulh 4 B.T. 20 40' 265 4.00 1.06 3.2 0.85 Kac 178 178 Blk 387 to blk 395 Ulh 4 15 40 250 4.00 1.00 3.2 0.80 hha 179 179 Blk 372 to blk 368 Ulh 4 New New 40' 175 4.00 0.70 3.2 0.56 Existng CC Rd Hence only widening & 180 180(a) Blk 380 to blk 376 Ulh 4 C.C. 30 40' 100 3.10 0.31 0.00 Constructing new Drain side patti blk 376 to Ambedkar Udyan 180 180(b) B.T. 30 40' 130 4.00 0.52 3.2 0.42 Ulh 4 181 181 Blk 353 to Blk 366 Ulh 4 B.T. 30 40' 105 4.00 0.42 3.2 0.34 Existng CC Rd Hence only widening & 182 182 Ex Serviceman colony Ulh 4 C.C. 20 40' 45 3.10 0.14 0.00 Constructing new Drain side patti Ambedkar Udyan to Blk 324 183 183 B.T. 30 40' 165 4.00 0.66 3.2 0.53 Ulh 4 Nothen side of Ambedkar 184 184(a) B.T. 30 40' 70 4.00 0.28 3.2 0.22 Udyan Ulh 4 Existng CC Rd Hence Culvert near Budhvihar in only widening & 184 184(b) Nagsen nagar to Back side of C.C. 20 40' 100 3.10 0.31 0.00 Constructing new blk 360 Ulh 4 Drain side patti 184 184(c) Adjecent to Blk 360 Ulh 4 New New 40' 50 4.00 0.20 3.2 0.16 Back side of Hanuman Mandir 185 185 New New 40' 125 4.00 0.50 3.2 0.40 Ulh 4 186 186 Blk 344 to blk 327 Ulh 4 B.T. 30 40' 180 4.00 0.72 3.2 0.58

216 Ulhasnagar CDP

187 187 Blk 322 to blk 318 Ulh 4 B.T. 25 40' 80 4.00 0.32 3.2 0.26 188 188(a) Blk 312 to blk 313 Ulh 4 B.T. 25 40' 30 4.00 0.12 3.2 0.10 188 188(b) Blk 313 to blk 314 Ulh 4 New New 40' 35 4.00 0.14 3.2 0.11 Western side of Site no. 99 Ulh 189 189 New New 40' 80 4.00 0.32 3.2 0.26 4 compound wall of Takshashila 190 190 New New 40' 300 4.00 1.20 3.2 0.96 School to Blk 323 Ulh 4 Blk 280 to Junction near 191 191 B.T. 30 40' 265 4.00 1.06 3.2 0.85 Triveni nagar Ulh 4 192 192 Blk 265 to blk 257 Ulh 4 B.T. 30 40' 290 4.00 1.16 3.2 0.93 193 193 Blk 44 to blk 174 Ulh 4 B.T. 30 40' 110 4.00 0.44 3.2 0.35 194 194 Blk 241 to blk 247 Ulh 4 B.T. 30 40' 165 4.00 0.66 3.2 0.53 Existng CC Rd Hence Blk B20 to Blk 240 Dattaguru only widening & 195 195 C.C. 35 40' 310 3.10 0.96 0.00 Society Chowk Ulh 4 Constructing new Drain side patti Hanuman Mandir to Chowk 196 196 New New 40' 225 4.00 0.90 3.2 0.72 near Dattaguru Society Ulh 4 Behind cremation Ground to 197 197 B.T. 25 40' 195 4.00 0.78 3.2 0.62 opp Blk 238 Ulh 4 opp. Blk 208 to opp. blk 217 198 198 New New 40' 100 4.00 0.40 3.2 0.32 Ulh 4 199 199 Blk B30 to Blk 204 Ulh 4 B.T. 25 40' 95 4.00 0.38 3.2 0.30 200 200 Blk 616 to Blk 698 Ulh 4 New New 40' 155 4.00 0.62 3.2 0.50 201 201 Blk 702 to Blk 698 Ulh 4 New New 40' 105 4.00 0.42 3.2 0.34 Mane's house near Shri Ram 202 202 New New 40' 115 4.00 0.46 3.2 0.37 Nagar to Blk 700 Ulh 5 Mane's house near Shri Ram 203 203 New New 40' 135 4.00 0.54 3.2 0.43 Nagar to opp Dena Bank Ulh 5

217 Ulhasnagar CDP

204 204 Opp Blk 695 Ulh 5 New New 40' 50 4.00 0.20 3.2 0.16 Netaji School to Gokul Nagar 205 205 B.T. 30 40' 355 4.00 1.42 3.2 1.14 Ulh 5 206 206 Blk 710 to Blk 707 Ulh 5 B.T. 25 40' 105 4.00 0.42 3.2 0.34 207 207 Blk 714 to Blk 719 Ulh 5 B.T. 25 40' 150 4.00 0.60 3.2 0.48 WB 208 208 Blk 724 to Blk 720 Ulh 5 25 40' 80 4.00 0.32 3.2 0.26 M WB 209 209 Side of Blk 734 Ulh 5 30 40' 45 4.00 0.18 3.2 0.14 M 210 210 Blk 727 to Blk 777 Ulh 5 B.T. 25 40' 150 4.00 0.60 3.2 0.48 211 211 Blk 749 to Blk 734 Ulh 5 B.T. 25 40' 300 4.00 1.20 3.2 0.96 212 212 Blk 764 to Blk 768 Ulh 5 B.T. 25 40' 85 4.00 0.34 3.2 0.27 213 213 Blk 758 to Blk 777 Ulh 5 B.T. 25 40' 130 4.00 0.52 3.2 0.42 214 214 Blk 750 to Blk 758 Ulh 5 B.T. 25 40' 155 4.00 0.62 3.2 0.50 Netaji Chowk to Blk C 22 Ulh 215 215 B.T. 30 40' 270 4.00 1.08 3.2 0.86 5 Devi Mata Mandir near Blk 216 216 847 to Opp Bhatia Hospital B.T. 30 40' 360 4.00 1.44 3.2 1.15 Ulh 5 Blk 824 to Nijdham Ashram 217 217 B.T. 30 40' 275 4.00 1.10 3.2 0.88 Ulh 5 Dena Bank to Tahasildar office 218 218 B.T. 35 40 330 4.00 1.32 3.2 1.06 Gandhi road 219 219 Blk 853 to Blk BlkC 6 Ulh 5 B.T. 25 40 170 4.00 0.68 3.2 0.54 220 220 Blk 845 to Blk Blk 857 Ulh 5 B.T. 25 40 115 4.00 0.46 3.2 0.37 221 221(a) Blk C 22 to Blk B 44 Ulh 5 B.T. 30 40 230 4.00 0.92 3.2 0.74 221 221(b) Blk B 44 to Bk 1717Ulh 5 New New 40' 30 4.00 0.12 3.2 0.10 222 222(a) Blk C 33 to Blk C 37 Ulh 5 B.T. 30 40 185 4.00 0.74 3.2 0.59 222 222(b) Blk C 54 to Blk C 56 Ulh 5 B.T. 20 40 75 4.00 0.30 3.2 0.24

218 Ulhasnagar CDP

Blk C 871 to Ashok Pickle 223 223(a) B.T. 50 40 370 4.00 1.48 3.2 1.18 Ulh 5 Opp Ashok Pickle to Bk 1855 223 223(b) B.T. 35 40 40 4.00 0.16 3.2 0.13 Section 39 Ulh 5 224 224 Blk C 861 to Blk C 61 Ulh 5 B.T. 25 40 175 4.00 0.70 3.2 0.56 Blk C 913 to Ganesh Nagar 225 225 B.T. 25 40 160 4.00 0.64 3.2 0.51 Ulh 5 226 226 Blk C 938 to Blk C 926 Ulh 5 B.T. 35 40 305 4.00 1.22 3.2 0.98 227 227 Blk 140 to Blk 142 Ulh 5 B.T. 20 40 80 4.00 0.32 3.2 0.26 Blk 130 to Blk 133 & Link to 228 228 B.T. 20 40 135 4.00 0.54 3.2 0.43 Blk 134,135 Ulh 4 229 229 Blk 118 to Blk 124 Ulh 5 B.T. 20 40 130 4.00 0.52 3.2 0.42 Blk 330 to Blk 103 Shivsena 230 230 New New 40' 150 4.00 0.60 3.2 0.48 office Ulh 5 Samta Nagar 2 to Siddharth 231 231 nagar Adjecent cremation New New 40' 435 4.00 1.74 3.2 1.39 ground Ulh 5 Blk C926 to Blk C 946 & Link 232 232 B.T. 25 40 385 4.00 1.54 3.2 1.23 to Kailash Colony road Ulh 5 233 233(a) Bk 1917 to Blk 974 Ulh 5 New New 40' 115 4.00 0.46 3.2 0.37 233 233(b) Blk C 974 to Blk C 979 Ulh 5 B.T. 25 40 150 4.00 0.60 3.2 0.48 Bk 1919 to Bk 1925 Gautam 234 234 B.T. 20 40 155 4.00 0.62 3.2 0.50 Nagar Ulh 5 IRDP P-I B.T. Rd Blk C925 (Nirmal Kunj) to Bk Hence CC Pavement/ 235 235 B.T. 40 40 310 4.00 1.24 1.65 0.51 1917 Ulh 5 BT Resufacing & Footpath Work Only 236 236 Bk 1899 to Bk 1902 Ulh 5 B.T. 30 40 450 4.00 1.80 3.2 1.44 237 237(a) Bk 1898 to Bk 1894 & Link to New New 40' 265 4.00 1.06 3.2 0.85

219 Ulhasnagar CDP

Bk 1893 Ulh 5 Shahid Bhagat Sing chowk 237 237(b) near Sardar Pada to Shivsena B.T. 30 40 285 4.00 1.14 3.2 0.91 office Ulh 5 Bk 1861 Section 39 to Gown 238 238(a) B.T. 30 40 405 4.00 1.62 3.2 1.30 Bazar Ulh 5 238 238(b) Gown Bazar Ulh 5 New New 40' 30 4.00 0.12 3.2 0.10 Doodh naka chowk to vegtable 239 239(a) New New 40' 45 4.00 0.18 3.2 0.14 market Ulh 5 239 239(b) Veg Market to Bk 1829 Ulh 5 New New 40' 100 4.00 0.40 3.2 0.32 239 239(c) Bk 1829 to Bk 1841 Ulh 5 B.T. 20 40 105 4.00 0.42 3.2 0.34 240 240 Bk 1819 to Gown Bazar Ulh 5 B.T. 15 40 170 4.00 0.68 3.2 0.54 Saibaba Mandir at section 39 to 241 241 B.T. 25 40 365 4.00 1.46 3.2 1.17 Bk 1819 Fish Market Ulh 5 Bk 1846 to Back side of Bk 242 242 New New 40' 200 4.00 0.80 3.2 0.64 1855 Ulh 5 Bk 1719 to Back side area of 243 243 New New 40' 145 4.00 0.58 3.2 0.46 Bk 1854 Ulh 5 Bk 1718 to Opp Padam Soap 244 244 New New 40' 280 4.00 1.12 3.2 0.90 Factory Ulh 5 Bk 1723 to Opp Padam Soap 245 245(a) B.T. 20 40 120 4.00 0.48 3.2 0.38 Factory Ulh 5 Padam Soap Factory to Bk 245 245(b) B.T. 20 40 205 4.00 0.82 3.2 0.66 1819 Ulh 5 Bk 1819 to Silver Bar via 245 245(c) B.T. 20 40 130 4.00 0.52 3.2 0.42 Navjivan Bank Ulh 5 Opp Karuna Apt. to Padam 246 246(a) Soap Factory via Dasera B.T. 30 40 375 4.00 1.50 3.2 1.20 Maidan & Sobhraj Garden Ulh

220 Ulhasnagar CDP

5 Padam Soap Factory to Opp 246 246(b) New New 40' 135 4.00 0.54 3.2 0.43 Anandpuri Darbar Ulh 5 Tahasikdar office to Bk 1743 247 247 B.T. 35 40 170 4.00 0.68 3.2 0.54 Sobhraj Garden Ulh 5 Opp Nijdham Ashram to Bk 248 248 B.T. 35 40 165 4.00 0.66 3.2 0.53 1762 in Shanti Bhavan ulh 5 Jeevan Ghot Ashram to Back 249 249 B.T. 15 40 260 4.00 1.04 3.2 0.83 side of zone office Ulh 5 Bk 1763 to Jeevan ghot 250 250(a) B.T. 15 40 125 4.00 0.50 3.2 0.40 marriage Lawns Ulh 5 Existng CC Rd Hence Jeevan ghot marriage Lawns to only widening & 250 250(b) Main Road via Chaliha Saheb C.C. 25 40' 140 3.10 0.43 0.00 Constructing new Ulh 5 Drain side patti Existng CC Rd Hence only widening & 251 251 Bk 2103 to Bk 2101 Ulh 5 C.C. 12 40' 100 3.10 0.31 0.00 Constructing new Drain side patti Existng CC Rd Hence only widening & 252 252(a) Bk 2173 to Bk 2177 Ulh 5 C.C. 30 40' 235 3.10 0.73 0.00 Constructing new Drain side patti Bk 2177 to Mata mandir 252 252(b) New New 40' 25 4.00 0.10 3.2 0.08 Ulh 5 Existng CC Rd Hence Mat Mandir Chowk to Bk 2047 only widening & 253 253 C.C. 30 40' 265 3.10 0.82 0.00 Ulh 5 Constructing new Drain side patti

221 Ulhasnagar CDP

Existng CC Rd Hence Doodh Naka Chowk to Swami only widening & 254 254 Shanti Prakash Ashram 2009 C.C. 30 40' 300 3.10 0.93 0.00 Constructing new Ulh 5 Drain side patti 255 255 Road in Kachchi Pada Ulh 5 New New 40' 115 4.00 0.46 3.2 0.37 Existng CC Rd Hence Old Bus Stop Ulngr 5 to only widening & 256 256(a) Swami Shanti Prakash C.C. 30 40' 230 3.10 0.71 0.00 Constructing new Goushala Ulh 5 Drain side patti Swami Shanti Prakash 256 256(b) Gaushalla to 100 ft DP Road New New 40' 230 4.00 0.92 3.2 0.74 Ulh 5 Near Bhagawan Hospital to 257 257 New New 40' 155 4.00 0.62 3.2 0.50 Opp; Kranti Nagar Ulh 5 Existng CC Rd Hence Bk 1976 to Bk 1969 Near only widening & 258 258 C.C. 30 40' 180 3.10 0.56 0.00 Booster Ulh 5 Constructing new Drain side patti Easten Boundary of Site No 258 258(a) New New 40' 125 4.00 0.50 3.2 0.40 112 Ulh 5 opp 1902 to Bk 1933 up to 40 259 259 B.T. 20 40 285 4.00 1.14 3.2 0.91 ft DP Road Ulh 5 260 260 Near gas Godown Ulh 5 New New 40' 85 4.00 0.34 3.2 0.27 Along Western Side of Site 45 261 261 New New 40' 425 4.00 1.70 3.2 1.36 Ulh 5 262 262(a) Blk 987 to Blk 993 Ulh 5 B.T. 30 40 170 4.00 0.68 3.2 0.54 Blk 987 to 100 ft DP road Ulh 262 262(b) New New 40' 120 4.00 0.48 3.2 0.38 5 263 263 Blk 98o to Blk 986 Ulh 5 B.T. 30 40 140 4.00 0.56 3.2 0.45

222 Ulhasnagar CDP

264 264(a) Opp Bk 2086 Ulh 5 New New 40' 50 4.00 0.20 3.2 0.16 264 264(b) Bk 2086 to Bk 2074 Ulh 5 B.T. 30 40 155 4.00 0.62 3.2 0.50 264 264(c) Bk 2070 to Bk 2053 Ulh 5 New New 40' 105 4.00 0.42 3.2 0.34 Existng CC Rd Hence Bk 2029 to Bk 2015 via only widening & 264 264(d) Varandmal Chawla Dairy Ulh C.C. 30 40' 130 3.10 0.40 0.00 Constructing new 5 Drain side patti Chowk opp Bk 2015 to Side of 264 264(e) New New 40' 150 4.00 0.60 3.2 0.48 Basant Bahar Apt Ulh 5 Opp Basant Bahar to Bk 1969 264 264(f) C.C. 40 40' 210 1.20 0.25 0.00 (Booster) Ulh 5 Chowk opp Bk 1962 (booster) 264 264(g) to Bk 1935 via OT Garden Ulh B.T. 25 40 200 4.00 0.80 3.2 0.64 5 From 100 ft DP road along 265 265(a) northen side of site no 18 to Bk New New 40' 270 4.00 1.08 3.2 0.86 2046 Ulh 5 Existng CC Rd Hence Bk 2046 to Swami Shanti only widening & 265 265(b) prakash Ashram Gaushalla Ulh C.C. 30 40' 360 3.10 1.12 0.00 Constructing new 5 Drain side patti Swami Shanti Prakash Ashram 266 266 gaushalla to western side ofSite New New 40' 475 4.00 1.90 3.2 1.52 No. 45 Ulh 5 511 Total 40' 42641 18094 228.15 143.58 0 Ulhs-1 Bus Stop to Siru Drain Foot Path 267 267 C.C. 33 35 605 3.10 1.88 0.00 Chowk Ulhs 1 268 268 Hiramarriage hall to Neharu C.C. 30 35 250 3.10 0.78 0.00 Existng CC Rd Hence

223 Ulhasnagar CDP

Chowk Ulh 2 only widening & Constructing new Drain side patti Nehru chowk to Siru Drain Foot Path 269 269 C.C. 33 35' 416 1.20 0.50 0.00 chowkUls.1. via Existng CC Rd Hence Siru Chowk to Awat Chowk only widening & 270 270(a) C.C. 30 35 330 1.20 0.40 0.00 Ulhs 2 Constructing new Drain side patti IRDP P-I CC Rd.Hence Resufacing 270 270(b) Awat Chowk to Khemani C.C. 35 35 220 1.20 0.26 0.00 of Side Patti & Footpath Work Only Existng CC Rd Hence Siru Chowk to Gurudwara opp only widening & 271 271 C.C. 30 35' 330 1.20 0.40 0.00 ESI via Tiloomal Soc. Uls.2. Constructing new Drain side patti IRDP P-I CC Shivaji chowk to Santu bldg. Rd.Hence Resufacing 272 272(a) Link to Naraindas Jagiasi marg C.C. 35 35' 625 1.20 0.75 0.00 of Side Patti & Uls.3 Footpath Work Only Laxmi Jwellers to Sant 272 272(b) B.T. 30 35 165 4.00 0.66 3.2 0.53 Kanwaram Chowk Ulh 3 IRDP P-I CC Dr. Khatri dispensry to Jungle Rd.Hence Resufacing 273 273 C.C. 35 35' 465 1.20 0.56 0.00 hotel Uls.,4 of Side Patti & Footpath Work Only 109 Total 35' 2316 0 6.17 0.53 0

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Existng CC Rd Hence Bk 32 (Bhagat Khubchand to only widening & 274 274 C.C. 30 30' 315 2.85 0.90 0.00 63 Basantram DarbarUlh 1 Constructing new Drain side patti Existng CC Rd Hence Bharat Chowk to Mahesh only widening & 275 275 C.C. 25 30' 195 2.85 0.56 0.00 society Chowk Ulh 1 Constructing new Drain side patti Existng CC Rd Hence Chowk near Mahesh Society to only widening & 276 276 C.C. 25 30' 785 2.85 2.24 0.00 Bk.122, Uls,1 Constructing new Drain side patti Existng CC Rd Hence only widening & 277 277 Hill view soc to Bewas chowk C.C. 25' 30' 200 2.85 0.57 0.00 Constructing new Drain side patti Existng CC Rd Hence Bk.204 to 264 Jhulelal mandir only widening & 278 278 C.C. 30 30' 335 2.85 0.95 0.00 road Uls.2 Constructing new Drain side patti Existng CC Rd Hence Bk 355 to Bk 327 via 314 Ulh only widening & 279 279 C.C. 25 30' 205 2.85 0.58 0.00 2 Constructing new Drain side patti Existng CC Rd Hence Guru Tegbahadursing Nagar only widening & 280 280 C.C. 25 30' 215 2.85 0.61 0.00 Chowk to Bk 681 Ulh 2 Constructing new Drain side patti 281 281 Side of State Bank to C.C. 25 30' 240 2.85 0.68 0.00 Existng CC Rd Hence

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Dhanalaxmi Society Ulh 3 only widening & Constructing new Drain side patti Blk C-13 to Blk C18 via C-15, 282 282 B.T. 25 30' 410 3.7 1.52 2.65 1.09 C-22, C-19 Tekdi area Ulh 3 Jai Ram Water Suppliers to 283 283 B.T. 25 30' 200 3.7 0.74 2.65 0.53 Garje Hospital Ulh 3 Existng CC Rd Hence Rotary Garden to Khatanmal only widening & 284 284 Chowk via Bk 879, Bk 884 Ulh C.C. 12 30' 360 2.85 1.03 0.00 Constructing new 3 Drain side patti Existng CC Rd Hence Unitech Compound to Khanna only widening & 285 285(a) C.C. 25 30' 255 2.85 0.73 0.00 Compound Ulh 3 Constructing new Drain side patti 285 285(b) In Khanna compound Ulh 3 New New 30' 95 3.7 0.35 2.65 0.25 Link to Hnuman Mandir near 285 285(c) B.T. 25 30' 125 3.7 0.46 2.65 0.33 Vithhalwadi stn Ulh 3 Khalsa Bunglow to Reshma 286 286 New New 30' 80 3.7 0.30 2.65 0.21 Society Ulh 4 Sorroundig Bk 1292 & 287 287 B.T. 20 30' 525 3.7 1.94 2.65 1.39 Leading to Bk 1290 Ulh 4 Existng CC Rd Hence Bk 1322 to Bk 1317 only widening & 288 288 Gaganchhaya Apt Dhobighat C.C. 18 30' 320 2.85 0.91 0.00 Constructing new Ulh 4 Drain side patti Existng CC Rd Hence opp Bk.1364 to Nalla near bk 289 289 C.C. 12 30' 105 2.85 0.30 0.00 only widening & 1361 Ulh 4 Constructing new

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Drain side patti Existng CC Rd Hence Saibaba Mandir in Marath only widening & 290 290(a) section to Bank of Maharashtra C.C. 20 30' 260 2.85 0.74 0.00 Constructing new Ulh 4 Drain side patti 290 290(b) opp Bk.1347 to bk 1355 Ulh 4 New New 30 110 3.7 0.41 2.65 0.29 Surrounding Gurusangat darbar 291 291 B.T. 12 30' 280 3.7 1.04 2.65 0.74 Ulh 4 Blk 913 to Shivsena office opp Kalimata Mandir Ulh 5 (Road 292 292 B.T. 24 30' 385 3.7 1.42 2.65 1.02 Adjecent to North side of 3 gardens) From Site no 14 to Blk C-67 & Links inbetween gardens (road 293 293 B.T. 20 30' 355 3.7 1.31 2.65 0.94 Adjecent to South side of 3 gardens) Blk C- 64 to Blk C-78 near 294 294 New New 30 120 3.7 0.44 2.65 0.32 Three gardens Ulh 5 C-74 to C- 69 via kachhi pada 295 295 B.T. 20 30' 325 3.7 1.20 2.65 0.86 Ulh 5 296 296 C- 56 to C57 Ulh 5 B.T. 15 30' 115 3.7 0.43 2.65 0.30 Total 30' 0 6630 285 22.36 8.28 Existng CC Rd Hence only widening & 297 297 Bk 122 to Bk 132 Ulh 1 C.C. 20 25' 365 2.85 1.04 0.00 Constructing new Drain side patti Existng CC Rd Hence 298 298 Bk 327 to Bk 326 Ulh 1 C.C. 20 25' 185 2.85 0.53 0.00 only widening & Constructing new

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Drain side patti Existng CC Rd Hence only widening & 299 299 Blk A 81 to Blk A 86 Ulh 1 C.C. 20 25' 170 2.85 0.48 0.00 Constructing new Drain side patti Existng CC Rd Hence only widening & 300 300 Blk A 75 to Bk 327 Ulh 1 C.C. 20 25' 205 2.85 0.58 0.00 Constructing new Drain side patti Existng CC Rd Hence only widening & 301 301 Surrounding Garden 444 Ulh 1 C.C. 20 25' 170 2.85 0.48 0.00 Constructing new Drain side patti Existng CC Rd Hence Surrounding Indirag Gandhi only widening & 302 302 C.C. 20 25' 115 2.85 0.33 0.00 Garden Ulh 1 Constructing new Drain side patti Existng CC Rd Hence Surrounding Nana Nani only widening & 303 303 C.C. 20 25' 200 2.85 0.57 0.00 Garden Ulh 1 Constructing new Drain side patti Gorkhpada to Ahuja nursing 304 304 New New 25' 105 3.7 0.39 2.65 0.28 home Ulh 3 Blk C 13 to Blk C 14 via Blk 305 305 B.T. 20 25' 150 2.85 0.43 0.00 11, C 16 Ulh 5 Blk C 23 to Blk C 29 via Blk 306 306 B.T. 20 25' 150 2.85 0.43 0.00 24, C 30 Ulh 5 Total 25 0 1710 105 5.26 0.28

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198 Total Length of D.P Existing Roads in mtrs. 68852 32742 92 Total Length of D.P Existing Roads in Km. 88.744 Total Length of Non D.P Existing Roads in Km. 34.9 Total Road Length in Km. 123.644 Total Cost of D.P.Road Development Rs. In Crores 458.93 305.06 Total Cost of Non D.P.Road Development Rs. In Crores 104.97 88.87 563.90 Crores 393.93 Crores

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Annexure 37 : Railway Over Bridges and Foot Over Bridges Sr.no. Particulars ROB FOB '4 m width cs per per la Rate Lacs Rate Lacs RMT Cost in Cost in sqmt in 1 Construction of ROB near 0.70 560.00 Vithalwadi station 2 Construction of ROB near 0.70 560.00 Ulhasnagar Railway station 3 Construction of F.O.B near 1.30 52.00 Ulhasnagar Railway Station Cost in Rs. Lakhs 1120.00 52.00 11.20 0.52 Total for FOB and ROB 11.72

Annexure 38 : Development of Parking Facilities Sr.no. SITE No. AREA in Sqmt RATE COST in Lacs 1 189 6500 2116 137.54 2 190 3200 2116 67.71 3 191 4600 2116 97.34 4 192 6100 2116 129.08 5 193 13000 2116 275.08 33400 Total 706.74 Sr.no. SITE No. AREA in Sqmt RATE COST in Lacs 1 Development of 50000 3000 1500 Truck terminal at Vithalwadi Total Cost of Parking Development 2206.74 Say 22 cr.

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Annexure 39 : Station Area Improvement Schemes Amount Length Breadth Area in Rate in No. Details in Rs. in m in m Sq.mt Sq.mt Lakhs 1 Development of surrounding 800 300.00 240000 700 1680 Ulhasnagar Railway station UNR.4 & 5 2 Development of surrounding 800 300.00 240000 700 1680 Vithalwadi Railway station UNR.3. 3 Development of surrounding Shahad 800 300.00 240000 700 1680 Railway station UNR.1 5040 Say 50 cr.

Annexure 40 : Rate Analysis for Road Resurfacing / Improvement Items

Sr.no Description Measurements Quantity Rate Unit Rate per Km L B D 1 B.B.M. 1000 3.50 1050 118 Sq.mt 123900

2 D.B.M. (5%) 1000 3.50 0.050 175 3152.00 Cum 551600

3 B.C. (6.25%) 40 mm thick 1000 3.50 0.040 140 4130.00 Cum 578200

4 Tack coat 5 Kg/ 10 Sqm. 2000 3.50 7000 10.92 Sqm 76440.00

5 Earthen Shoulders 1000 1.00 0.09 90 135.00 Cum 12150

6 Thermoplastic paint 1000 0.20 400 500 0.10 50 450 698.00 Sqm 314100 7 200M Hectometer Stone 5 375.00 NO 1875

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Sr.no Description Measurements Quantity Rate Unit Rate per Km

8 Cautionary sign 0.2 5850 NO 1170

9 Informatory sign 0.2 15697 NO 3139.4 TOTAL 1662574.4 Say 1662574.00 Total per Km Cost / lane 16.63 say 17.00 lacs

Annexure 41 : RA sheet for per lane per km -- CONCRETE ROAD

Sr. Rate in Amount in Description L B H Qty Unit No. Rs Rs

Excavation in 1 Asphalt Road 1000 3.50 0.50 1750 cum 122.10 213675

1000 3.50 0.20 700 cum 661.00 462700 2 GSB

3 Dry lean 1000 3.50 0.15 525 cum 1950.00 1023750 Concrete 150mm thick

4 Pavement 1000 3.50 0.35 1225 cum 4306.00 5274850 Quality concrete M-40 grade 350mm thick

Road 5 Furniture Total per Km Cost 320000

Total per Km Cost / lane 7294975.00

72.95

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Sr. Rate in Amount in Description L B H Qty Unit No. Rs Rs

Say 73.00 lacs

Cement concrete Pavement Parking area 2 rate /sqmt L B D QTY unit rate Amount Excavation in 1000 5.00 0.50 2500 cum 78.00 195000 all type of 1 soils Providing 1000 5.00 0.23 1150 cum 327.00 376050 soling 230 2 mm thick 1000 5.00 0.20 1000 cum 661.00 661000 3 GSB 4 Dry lean 1000 5.00 0.15 750 cum 1950.00 1462500 Concrete 150mm thick 5 PQC M-40 1000 5.00 0.35 1750 cum 4306.00 7535500 grade 350mm thick Sign board and paint 6 marking 350000

Total 10580050 Per Sqmt cost 2116.01 Say Rs.per sqmt 2116 RCC Built up drain 1.5m width and 3 1.0m depth Per Rmt 7500 Footpath with 4 paver block Per Sqmt 1400

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Annexure 42 : Rate Analysis for Road widening items Sr Quan Rate per no Description Measurements tity Rate Unit Km L B D 1 Clearing and grubbing road 11850. land 1000 4.00 0.40 00 HA 4740.00

2 Excavation for roadway in all type of strata etc.complete. 1000 3.50 0.60 2100 69.30 Cum 145530.00

3 Providing earth work in embankment 1000 3.50 0.50 1750 135.00 Cum 236250.00

Earthen 4 Shoulders 1000 1.000.47 465 135.00 Cum 62775.00

GSB 300mm 5 thick 1000 3.50 0.300 1050 661.00 Cum 694050.00

WMM 300 mm 6 thick 1000 3.50 0.300 1050 687.00 Cum 721350.00

7 Tack coat 10 Kg/ 10 Sqm. 1000 3.50 3500 21.87 Sqm 76545.00 8 B.B.M. 1000 3.50 2100 118.00 Sqm 247800.00 2430.0 9 B.M. (4%) 1000 3.50 0.050 175 0 Cum 425250.00

B.C. (6.25%) 4130.0 11 40 mm thick 1000 3.50 0.040 140 0 Cum 578200.00

12 Tack coat 5 Kg/ 10 Sqm. 2000 3.50 7000 10.92 Sqm 76440.00

Thermoplastic 13 paint 1000 0.20 400 500 0.10 50

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Sr Quan Rate per no Description Measurements tity Rate Unit Km L B D 450 698.00 Sqm 314100.00 200M Hectometer 14 Stone 5 375.00 NO 1875.00

15 Cautionary sign 0.2 5850 NO 1170.00

Informatory 16 sign 0.2 15697 NO 3139.40

TOT 3589214.4 AL 0 Total per Km Cost / lane 3589214.00 ASPHALT ROAD Rs. 35.89 say 36.00 lacs

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Annexure 43 : Water Supply System Base Data Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Population Existing & projection Counts 541,012 550,710 560,534 570,483 580,009 618,155 666,645 712,636 751,333 2 Developable Area Ha 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93

Table 1 : Present & Projected sources, demand and supply A Sources of Water : Present and proposed Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 MIDC MLD 125 130 130 130 0 0 0 0 0 2 Own Source MLD 0.0 0.0 0.0 0.0 150.0 150.0 150.0 195.0 195.0 Total MLD 125.00 130.00 130.00 130.00 150.00 150.00 150.00 195.00 195.00 Note: At present water is sourced from MIDC and in future it is being proposed to develop own source on Ulhas River Own water supply will start from 2011-12 as trial run and will get 150 MLD after December By 2012 Ulhasnagar will start getting water once the tendering is done, and taking from MIDC would stop at the end of the year 2011-12 UMC proposal is for the year 2038 which needs to develop source based on its demand which comes out to be 195 MLD

B Demand For Water ( in MLD ) Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Ulhasnagar MLD 97.38 99.13 100.90 102.69 104.40 111.27 120.00 128.27 135.24 2 Expected Leakage % MLD 17.53 17.84 18.16 18.48 18.79 20.03 21.60 23.09 24.34 Total MLD 114.91 116.97 119.06 121.17 123.19 131.30 141.60 151.36 159.58 Assumptions: Ulhasnagar will get the water supply @180 lpcd. Leak detection programme to be carried to which reduces the losses to 18 % by 2008

C Water Supply: existing and proposed ( Net) Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Ulhasnagar MLD 98.1 102.1 102.1 104.0 123.0 123.0 123.0 159.9 159.9 ( augmentation of present sources plus development of new sources )

D Gap in Demand & ( Net ) Supply Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Ulhasnagar MLD 0.74 2.92 1.15 1.31 18.60 11.73 3.00 31.63 24.66

Table 2 : Water Supply Service Indicators from User's point of view A Service Indicators Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Water availabiltiy lpcd 181 185 182 182 212 199 185 224 213 2 Duration of of watersupply per day Hrs 4 8 8 8 24 24 24 24 24 3 Distribution Network - area covered % 100 100 100 100 100 100 100 100 100 4 Distribution Network km 180.00 190.00 200.00 210.00 220.00 236.00 236.00 236.00 236.00 5 (distribution network to be upgraded 10 km every year)

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Base Data Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 6 Individual House Service Connections 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 a Metered Residentail nos. 99348 149486 149636 149786 149936 150336 150836 151336 151836 b Metered Commercial nos. 2058 2420 2444 2468 2493 2643 2801 2969 3147 c Meterd School and college etc. nos. 141 144 147 150 153 156 159 163 166 d Unmetered Residential nos. 50038 0 0 0 0 0 0 0 0 e Unmetered Commercial nos. 321 0 0 0 0 0 0 0 0 f Total Connections nos. 152162 152050 152227 152404 152582 153135 153796 154468 155149

Table 3 : Water Supply Operational performance indicators ( UMC point of view) Service Indicators Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Actual water quantity drawn by UMC MLD 125.00 130.00 130.00 130.00 150.00 150.00 150.00 195.00 195.00 2 Water Treatment Capacity MLD 125.00 130.00 130.00 130.00 150.00 150.00 150.00 195.00 195.00 % 100% 100% 100% 100% 100% 100% 100% 100% 100% 3 Storage reserviors capacity ml 26 25 25 25 30 30 30 40 40 % 26% 24% 24% 24% 24% 24% 24% 25% 25% 4 Actual Water Supply in Distribution System MLD 98.13 102.05 102.05 104.00 123.00 123.00 123.0 159.9 159.9

Table 4 : Strategies and Action plan to deal with water shortages Strategies for Water Supply Actions required Augmenting Water supply source Construction of pump house, construction of water treatment plant and transmission main of 15 km to connect the existing distribution network. Strengthening of Water distribution network Construction of new water distribution network and integration with existing network, Repairing works and replacement of worn- out old pipeline, repairing of old storage tanks Improving revenue collection Installing water meters, Detection of unauthorized connections, Water Audit, Leak detection programme

Table 5: Investments required to meet the gap (Rs. Lakhs) A Proposals 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Augnmenting Water supply source 125 125 1975 1975 1975 3900 3249 0 0.00 2 Strengthening of Water distribution network 0.00 500 500 500 500 500 0.00 0.00 0.00 3 Improving revenue collection 750 750 750 750 750 0 0 0 0 Total 875 1375 3225 3225 3225 4400 3249 0 0

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Annexure 44 : Sewerage System

Base Data : Exiting & Projected Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Population Existing & projection Counts 541,012 550,710 560,534 570,483 580,009 618,155 666,645 712,636 751,333 2 No. of Households ( 5 per family) Counts 108,202 110,142 112,107 114,097 116,002 123,631 133,329 142,527 150,267 3 Developable Area Ha 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93 1292.93 4 Water Supply in MLD ( gross) MLD 97 99 101 103 104 111 120 128 135

Table 1 : Sewage generation & Treatment capacity - Present and future projections A Sewage Generation Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Sewerage as 80 % of water Supply MLD 77.91 79.30 80.72 82.15 83.52 89.01 96.00 102.62 108.19 2 Infiltration flows MLD 31.16 31.72 32.29 32.86 33.41 35.61 38.40 41.05 43.28 Total MLD 109.07 111.02 113.00 115.01 116.93 124.62 134.40 143.67 151.47

B Sewerage Network & Treatment Capacity Requirements Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Sewage Network kms 120 120 120 120 120 180 180 180 180 2 Area covered by sewerage network Ha 1292.0 1292.0 1292.0 1292.0 1292.0 1292.0 1292.0 1292.0 1292.0 3 Treatment Capacity MLD 109.07 111.02 113.00 115.01 116.93 124.62 134.40 143.67 151.47 Note : The length of sewerage network as arrived from UMC report on Sewer system is considered for our calculations. Sewer network which existed prior to the floods, total length was 95 kms (pipe dia ranging from 150 to 1000 mm). For the projection and assessment it is assumed that the existing network is only 40% of actual. As Ulhasnagar is developed to its extent and no further scope of development is there so the sewer network required at present would be equal to the ultimate requirement At present the sewer network required is 120 km

C Sewerage system : existing and proposed Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Sewage Network kms 12 12 25 36 46 90 140 180.00 180.00 2 Area covered by sewerage network ha 129.2 129.2 209.2 289.2 369.2 689.2 1009.2 1292.0 1292.0 3 Treatment Capacity MLD 8 8 8 8 80 120 140 160 160

D Gap in Sewerage treatment Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Sewage Network kms 108 108 95 84 74 90 40 0 0 2 Area covered by sewerage network Ha 1163 1163 1083 1003 923 603 283 0 0 3 Treatment Capacity MLD 101 103 105 107 37 5 -6 -16 -9

Table 2 : Sewerage Services Indicators ( From user's point of view) A Service Indicators Unit 2008 2009 2010 2011 2012 2016 2021 2026 2031 1 Sewage generated per capita / per day lpcd 202 202 202 202 202 202 202 202 202

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Base Data : Exiting & Projected Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 2 Total Households with sewage connections. (13%) nos 53284 60211.4 68039 76884 110,000 123,631 133,329 142,527 150,267 % 49% 55% 61% 67% 95% 100% 100% 100% 100%

Table 3 : Sewage operations efficiency indicators proposed ( From ULB's point of view) A Service Indicators Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Total Sewerage generated MLD 109.07 111.02 113.00 115.01 116.93 124.62 134.40 143.67 151.47 2 Total underground sewerage network kms 12 12 25 36 46 90 140 180 180 10% 10% 21% 30% 38% 50% 78% 100% 100% 3 Area covered by sewage network Ha 129.2 129.2 209.2 289.2 369.2 689.2 1009.2 1292 1292 % 10% 10% 16% 22% 29% 53% 78% 100% 100% 4 Sewage treatment Capacity 8 8 8 8 80 120 140 160 160 5 Untreated sewerage disposal MLD 101.07 103.02 105.00 107.01 36.93 4.62 -5.60 -16.33 -8.53

Table sew 4 : Action plan to deal with sewerage requirements Strategies for Sewerage Management Actions required a) Replacement / Upgrading the existing sewerage Network Strengthening of Existing Sewerage Network b) Construction of new sewerage network in the proposed stages b) Upgrading the existing STPs plant Sewage treatment Plant b) Construction of New Sewerage treatment plants in stages proposed

Table sew 5 : Infrastructure required to meet the gap A Components Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Replacement / Upgrading the existing sewerage Network kms 6 6 0 0 0 0 0 0 0 2 Upgrading the existing STPs plants MLD 0 0 0 0 0 0 0 0 0 3 Construction of new sewerage network kms 0.00 0.00 13.00 11.00 10.00 44.00 50.00 40.00 0.00 4 Construction of New Sewerage treatment plants MLD 0 0 0 0 80 40 20 20 0

Table sew 6 : Investment required to meet the gap ( Rs. Lakhs ) A Proposals 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Strengthening of Existing Sewerage Network 150 150 2000 2000.00 2000.00 8000 8500 7500 2500 2 Sewage treatment Plant 150 200 2500 3000 2500 4000 4000 0 0 Total 300 350 4500 5000 4500 8000 12500 7500 2500

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Annexure 45 : Solid Waste Management

Assumption: The total no. of vehicles proposed are estimated considering the trips it makes per day. A Base Data Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Population Existing & projected 541,012 550,710 560,534 570,483 580,009 618,155 666,645 712,636 751,333

Table 1 : Present & Projected generation of Solid Waste A Solid Waste generation and composition Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Total waste generated T/d 313.79 319.41 325.11 330.88 336.41 358.53 386.65 413.33 435.77 2 Biodegradable T/d 172.58 175.68 178.81 181.98 185.02 197.19 212.66 227.33 239.68 3 Recyclable T/d 53.34 54.30 55.27 56.25 57.19 60.95 65.73 70.27 74.08 4 Debris T/d 78.45 79.85 81.28 82.72 84.10 89.63 96.66 103.33 108.94 5 Green waste T/d 9.41 9.58 9.75 9.93 10.09 10.76 11.60 12.40 13.07

B Infrastructure: Existing and proposed Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 1 Vehicle a 10-12 Cu. M medium size twin axle 16 GVW Vehicle Nos. 8 9 9 9 9 10 10 10 12 b 6-8 Cu.m covered 7-9 GVW small vehicle Nos. 4 4 4 4 5 5 5 5 6 c 16 GVW skip loaders Nos. 4 4 4 4 5 5 5 5 6 d Vehicle with walkie talkie and announcement system Nos. 1 1 1 1 1 1 1 1 1 e 25 MTGVW repairing vehicle Nos. 1 1 1 1 1 1 1 1 1 2 Equipments a 10 liters dust bin for handcarts Nos. 249 258 263 267 272 290 313 334 352 b 660/770 liters dustbins Nos. 171 178 181 184 187 199 215 230 242 c 1100/1250 liters dustbins Nos. 171 178 181 184 187 199 215 230 242 d 5000 liters dustbins Nos. 56 58 59 60 61 65 70 75 79 e Handcarts Nos. 125 129 131 134 136 145 156 167 176 f Brush, Shovel, lifter, broom etc for every two years Nos. 125 129 131 134 136 145 156 167 176 g Platforms for Dustbins Nos. 156 161 164 167 170 181 195 209 220 3 Manpower a Worker with handcarts Nos. 125 129 131 134 136 145 156 167 176 b Drivers Nos. 20 20 21 21 22 23 25 26 28 c Sub-Drivers Nos. 17 17 18 18 18 19 21 22 23 d Workers for waste collection Nos. 63 66 67 68 69 74 79 85 90 e Workers for dustbin maintenance Nos. 29 30 31 31 32 34 36 39 41 f Managing waste collection in all wards Nos. 18 18 19 19 19 21 22 24 25 g Managing overall waste collection Nos. 1 1 1 1 1 1 1 1 1 h Managing transportation of waste Nos. 2 2 2 2 2 2 3 3 3 sub total 274 284 289 294 299 319 344 368 387 Note: the infrastructure proposed is based on the existing infrastructure provided by the agency hired for Collection and transportation of Solid waste in Ulhasnagar. The agency is hired till 2013, after which it is proposed that UMC will do the Transportation and collection of solid waste

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Table 2 : Solid Waste management Service Indicators Indicators Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 Waste Generation per capita/day Grams 580 580 580 580 580 580 580 580 580 Collection Efficiency % 100% 100% 100% 100% 100% 100% 100% 100% 100% Solid waste Segregated Door to Door 100% 100% 100% 100% 100% 100% 100% 100% 100%

Table 3 : Solid Waste management operation Indicators (ULB's pt view) Unit 2007-08 2008-09 2009-10 2010-11 2011-12 2012-17 2017-22 2022-27 2027-31 Vehicle Collection capacity Tonnes 69.3234 71.55947 73.14444 74.4427 77.27202 82.35404 88.81412 88.81321 100.0967 % 22% 22% 22% 22% 23% 23% 23% 21% 23% Man power % 100% 100% 100% 100% 100% 100% 100% 100% 100% Solid waste collected % 100% 100% 100% 100% 100% 100% 100% 100% 100% Disposal 100% 100% 100% 100% 100% 100% 100% 100% 100%

Table 4 : Strategies and Action plan to deal with solid waste Strategies for SWM Actions required Improving in house Collection and transportation Procuring equipments required and strengthening manpower for collection and transportation of solid waste in Ulhasnagar Developing SW dumping site with all the available facilities required according to SWM 2000 rule Man power to be strengthen and trucks will be replace in due time with compactors

Table 5 : Investment required to meet the gap ( Rs. lakhs) Proposals 2007-08 2008-09 2009-10 2010-11 2011-12 2012-16 2016-21 2021-26 2026-31 Equipment 0 0 0 0 0 900 1500 1500 1500 Consumable 0 0 0 0 0 300 600 700 800 Fuel cost 0 0 0 0 0 100 200 200 300 Collection and Transportation salary 0 0 0 0 0 800 1500 1800 2000 Pf and gratuity 0 0 0 0 0 320 600 720 800 Maintenance & Repairs of vehicles 0 0 0 0 0 300 400 400 400 Total 0 0 0 0 0 2720 4800 5320 5800 site development 0 0 0 0 0 50.0 0.0 50.0 0.0 Landfill site 25 acres Equipment cost 0 0 0 0 0 60.0 100.0 100.0 100.0 Wall and fending 0 0 0 0 0 0.4 0.0 0.0 0.0 Site office 0 0 0 0 0 14.0 14.7 15.4 16.2

Manpower 0 0 0 0 0 150.0 224.00 251.00 281.00 Total 0 0 0 0 0 274.36 338.7 416.435 397.2068 Sub Total 0 0 0 0 0 2994.36 5138.7 5736.435 6197.207

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Annexure 46 : Assumptions for FOP

Forecast Assumptions

I Revenue Growth Assumptions & Forecast

Growth Trend (% p.a) SAGR CAGR Adopted I Minimum Growth Rate for Income Items 8.00 II Maximum Growth Rate for Income Items 10.00

A Own Sources 1Octroi 10.65 10.56 10.65 2 Other Tax Revenue 18.15 13.80 10.00 3 Non-Tax Revenue 1.58 (1.91) 8.00 4 Capital own income (UMC) 20.68 (38.09) 8.00 B Assigned Rev, Grants & Contributions 1 General Grants (35.98) (100.00) 8.00 2 Project specific grants - - 8.00 3 Other Revenue grants & contributions 63.13 (33.35) 8.00 Total Grants & Contributions (8.48) (53.03) 8.00 C Capital Grants 1UMC 43.58 9.28 9.28 Total Capital Grants & Contributions 43.58 9.28 9.28

Total Revenue Receipts (UMC) 8.97 8.40 8.40 Total Municipal Receipts 8.97 8.40 8.40

D Property Tax 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10 1 Growth Assumptions i Annual growth in assessments 2.53% p.a ii Increase in Assessments due to Survey/ PT Reform 11,937 iii Introduction of Conservancy Cess 0% No from 2008-09 iv Periodic revision in ARV per assessment (%) 25% every 5 Years starting 2008-09 v Collection Performance - % 85% Improvement

2 Properties Register i Number of Old Assessments 142,378 142,378 142,660 146,672 148,869 149,209 152,981 156,848 172,750 ii New assessments in current year - 282 4,012 2,197 340 3,772 3,867 15,902 4,367 iii Total number of Assessments 142,378 142,660 146,672 148,869 149,209 152,981 156,848 172,750 177,117 Domestic 114,633 114,848 116,418 117,418 117,090 120,050 123,085 135,564 138,990 Non Domestic 27,745 27,812 30,254 31,451 32,119 32,931 33,763 37,186 38,127

Tax Demand iv Average Tax per Assessment (Rs./ Assessment/ Annum) 1,445 1,445 1,806 1,806 v Current demand - Rs. Lakh 2,211 2,267 3,120 3,199

3 DCB Statement (Rs. Lakhs) i Opening Balance (Arrears Demand) 2,176 2,858 2,654 2,882 3,462 4,270 4,320 3,708 3,047 ii Demand Raised During the Year (current) 1,362 1,417 1,717 1,863 2,156 2,211 2,267 3,120 3,199 Total Demand 3,538 4,275 4,371 4,744 5,619 6,481 6,587 6,828 6,246 iii Arrears Collection 598 911 660 497 517 1,136 1,654 1,852 1,878 iv Current Collection 426 667 791 785 832 1,024 1,226 1,928 2,224 Total Collection 1,024 1,579 1,451 1,282 1,349 2,160 2,879 3,780 4,102 v Collection Performance (Arrears) - % 27.5 31.9 24.9 17.2 14.9 26.6 38.3 50.0 61.6 vi Collection Performance (Current) - % 31.3 47.1 46.1 42.1 38.6 46.3 54.1 61.8 69.5 vii Collection Performance (Total) - % 28.9 36.9 33.2 27.0 24.0 34.2 44.3 54.5 64.7 242 Ulhasnagar CDP

E Water Charges

I Domestic water Connections 1 Growth Assumptions i No. of Water Connections (Current) 117,090 No.s ii Growth in Water Connections 2.53% p.a With increase in properties iii Regularisation of Unaccounted for Connections 90% Inclusion over a 3 year period starting 2007-08 iv Initial revision of monthly charge and new connect 15% during 2008-09 v Future revision of monthly charge and new connect 15% every four years vi Collection Performance - % 85% Improvement Assumed percentage of PT Assessments 2 Water Tariff 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10 i Water Connections as % of PT Assessments 100% 100% 100% 100% 100% 100% 100% 100% 100% ii Number of new connections - 215 1,570 1,000 (328) 2,960 3,035 12,479 3,427 iii Total No. of Water Connections 114,633 114,848 116,418 117,418 117,090 120,050 123,085 135,564 138,990 RCC 40,159 40,245 40,873 41,272 41,141 42,324 43,536 48,521 49,890 Brick masonry- ACC sheet 60,368 60,497 61,439 62,040 61,843 63,621 65,443 72,937 74,994 Slum 14,106 14,106 14,106 14,106 14,106 14,106 14,106 14,106 14,106 iv Average Monthly Charge (Rs/ Connection/ Month) 75.94 77.73 65.75 66.18 66.36 66.36 66.36 77.00 77.00 RCC - Monthly Charge (Rs/ Connection/ Month) 100 100 100 115.00 115 Brick masonry- ACC sheet - Monthly Charge (Rs/ Connection/ Month) 50 50 50 58.00 58 Slum - - Monthly Charge (Rs/ Connection/ Month) 40 40 40 40 40

3 DCB Statement (Rs. Lakhs) i Opening Balance (Arrears Demand) 1,097 1,768 1,961 2,039 2,351 2,695 2,598 2,140 1,615 ii Demand Raised During the Year (current) 1,045 1,071 918 932 932 957 983 1,245 1,278 RCC 494 508 522 670 688 Brick masonry- ACC sheet 371 382 393 508 522 Slum 68 68 68 68 68 Total Demand 2,141 2,840 2,879 2,971 3,287 3,652 3,581 3,385 2,893 iii Arrears Collection 338 526 486 309 301 669 958 1,047 984 iv Current Collection 225 345 350 311 291 385 483 723 857 Total Collection 563 871 836 621 592 1,054 1,441 1,770 1,841 v Collection Performance (Arrears) - % 30.9 29.8 24.8 15.2 12.8 24.8 36.9 48.9 60.9 vi Collection Performance (Current) - % 21.5 32.2 38.1 33.4 31.2 40.2 49.1 58.1 67.1 vii Collection Performance (Total) - % 26.3 30.7 29.0 20.9 18.0 29.2 40.3 51.5 62.7 4 Income from New Connection Fee i New Connection Fee (Rs./ Connection) 1,500 1,500 1,725 1,725 ii Income from New Connection Fee- Rs. Lakh 44 46 215 59

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II Non Domestic water Connections 1 Growth Assumptions i No. of Water Connections (Current) 2,745 No.s ii Growth in Water Connections 2.53% p.a With increase in properties iii Regularisation of Unaccounted for Connections 75% Inclusion over a 3 year period starting 2007-08 iv Initial revision of monthly charge and new connect 15% during 2008-09 v Future revision of monthly charge and new connect 15% every four years vi Collection Performance - % 85% Improvement Assumed percentage of PT Assessments 2 Water Tariff 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10 i Water Connections as % of PT Assessments 10% 10% 9% 8% 9% 9% 34% 60% 85% ii Number of new connections - - - (44) 145 812 7,933 10,642 10,276 iii Total No. of Water Connections 2,644 2,644 2,644 2,600 2,745 3,557 11,490 22,132 32,408 iv Average Monthly Charge (Rs/ Connection/ Month) 939.23 920.32 677.63 804.49 804.49 804.49 804.49 926.00 926.00

3 DCB Statement (Rs. Lakhs) i Opening Balance (Arrears Demand) 300 312 291 282 287 394 457 824 1,418 ii Demand Raised During the Year (current) 298 292 215 251 265 343 1,109 2,459 3,601 Total Demand 598 604 506 533 552 737 1,566 3,283 5,019 iii Arrears Collection 242 258 173 106 82 150 217 468 939 iv Current Collection 241 242 128 94 76 131 526 1,397 2,384 Total Collection 483 500 301 200 158 280 743 1,865 3,323 v Collection Performance (Arrears) - % 80.8 82.8 59.5 37.5 28.6 38.0 47.4 56.8 66.2 vi Collection Performance (Current) - % 80.8 82.8 59.5 37.5 28.6 38.0 47.4 56.8 66.2 vii Collection Performance (Total) - % 80.8 82.8 59.5 37.5 28.6 38.0 47.4 56.8 66.2 4 Income from New Connection Fee i New Connection Fee (Rs./ Connection) 2,000 2,000 2,300 2,300 ii Income from New Connection Fee- Rs. Lakh 16 159 245 236

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F Sewerage Charges

1 Growth Assumptions i No. of UGD Connections (Current) - No.s ii UGD HSCs as % of Water HSCs 90% % of Water HSCs by 2011-12 iii Introduction of Sewerage charges 31 during 2008-09 iv Initial revision of monthly charge and new connect 0% during 2008-09 v Future revision of monthly charge and new connect 15% every three years vi Collection Performance - % 85% Improvement

2 Sewer Tariff 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10 i UGD Connections as % of Water HSCs 0% 0% 0% 23% 45% ii Number of new connections ------35,481 41,648 iii Total No. of UGD Connections ------35,481 77,129 iv Average Monthly Charge (Rs/ Connection/ Month) ------31 31

3 DCB Statement (Rs. Lakhs) i Opening Balance (Arrears Demand) ------103 ii Demand Raised During the Year (current) ------131 285 Total Demand ------131 388 iii Arrears Collection ------44 iv Current Collection ------28 121 Total Collection ------28 165 v Collection Performance (Arrears) - % ------vi Collection Performance (Current) - % ------vii Collection Performance (Total) - % ------21.25 42.50 4 Income from New Connection Fee i New Connection Fee (Rs./ Connection) - - 690 690 ii Income from New Connection Fee- Rs. Lakh - - 245 287

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II Expenditure Growth Assumptions & Forecast

Growth Trend (% p.a) SAGR CAGR Adopted I Minimum Growth Rate for Expenditure Items 7.89 II Maximum Growth Rate for Expenditure Items 8.44 A Establishment Pension & Gratuity 20.03 16.93 8.44 Salaries/ Wages 6.11 5.96 7.89 Factor for growth reduction due to expenditure controls 3 B Operation & Maintenance 1 General Administration & Tax Collection 25.64 25.29 6.80 2 Water supply (0.44) (3.08) 6.26 3 Sewerage 12.69 12.12 6.80 4 Conservancy/ SWM 17.76 17.51 6.80 5 Public Health, Safety, Hospitals and medical servic 9.62 9.16 8.44 6 Public works - Roads 87.57 73.96 8.44 7 Public works - Lands & Buildings - - 7.89 8 Street lighting - - 7.89 9 Parks, play grounds, sports, public utilities - - 7.89 Total O&M Expenses 8.13 7.20 7.89 C Transfers/ Contributions 1 General remittances, contributions - - 7.89 2 Tranfer to KMT - - 7.89

Total Revenue Expenditure (UMC) 8.44 7.89 7.89 Total Municipal Expenditure 8.44 7.89 7.89 Slum development under JNNURM No if No then it will go under BSUP. D Salary Expenditure & Pay-Commission Revision

2001-02 2002-03 2003-04 2004-05 2005-06 Growth Rate 1 Base Salary Actuals (Rs. Lakhs) CAGR i UMC 2061 2009 2242 2472 2599 6% ii 0 000 00%

2 Pay Commission Revision Years 2007-08 2012-13 2017-18 6th PC 7th PC 8th PC 2006-07 2007-08 2008-09 2009-10 3 Salary Estimates General Revision Pay Commission Revision (Additional) iUMC 6% 10% Rs. Lakhs 2,754 3,193 3,383 3,585 ii 0% 10% Rs. Lakhs - - - - Total Salaries Rs. Lakhs 2,754 3,193 3,383 3,585

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III CAPEX

A CIP - Sector wise (Rs. Lakhs) O&M on Investment Need Sustainable Base % Sector New by 2011-12 Cost (2005-06 Prices) Investment CAPEX 1 Water supply 11,925.00 11,626.88 10% 5% % of Capital Cost LA for water supply - - 0% 0% % of Capital Cost 2 Sewerage 14,650.00 14,283.75 12% 5% % of Capital Cost 3 Roads & Urban Transport 34,480.00 33,618.00 27% 3% % of Capital Cost LA For Roads - - 0% 0% % of Capital Cost 4 Drains 2,734.00 2,665.65 2% 2% % of Capital Cost 5 Street Lights - - 0.0% 8% % of Capital Cost 6 Conservancy (SWM) & Sanitation - - 0% 12% % of Capital Cost LA For SWM Disposal Site - - 0% 0% % of Capital Cost 7 Urban Poor/ Slums - - 0% 2% % of Capital Cost LA For Slum Rehabilitation - - 0% 0% % of Capital Cost 8 Land use/ Dev. Planning - - 0% 0% % of Capital Cost LA of Master plan proposed reserved lands - - 0% 0% % of Capital Cost 9 Others-JNNURM - - 0% 3% % of Capital Cost 10 Others- Non-JNNURM - - 0% 2% % of Capital Cost 11 BSUP 0% Slum housing construction 50,713.00 49,445.18 40% 0% % of Capital Cost Slum Infrastructure 10,978.00 10,703.55 9% 3% % of Capital Cost Total (UMC) 125,480.00 122,343.00 - -

1 Physical Contingency & Technical Assistance 10% of Base Project Cost 2 Cost Escalation Factor 6% % p.a

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B Investment Phasing Total 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 % 1 Water supply 100% 0% 7% 12% 27% 27% 27% LA for water supply 0% 0% 0% 0% 0% 0% 0% 2 Sewerage 100% 0% 2% 2% 31% 34% 31% 3 Roads & Urban Transport 100% 0% 1% 34% 36% 19% 10% LA For Roads 100% 0% 0% 0% 0% 0% 100% 4Drains 100% 0% 5% 48% 48% 0% 0% 5 Street Lights 0% 0% 0% 0% 0% 0% 0% 6 Conservancy (SWM) & Sanitation 0% 0% 0% 0% 0% 0% 0% LA For SWM Disposal Site 0% 0% 0% 0% 0% 0% 0% 7Urban Poor/ Slums 0%0%0%0%0%0%0% LA For Slum Rehabilitation 0% 0% 0% 0% 0% 0% 0% 8 Land use/ Dev. Planning 0% 0% 0% 0% 0% 0% 0% LA of Master plan proposed reserved lands 0% 0% 0% 0% 0% 0% 0% 9 Others-JNNURM 0% 0% 0% 0% 0% 0% 0% 10 Others- Non-JNNURM 0% 0% 0% 0% 0% 0% 0% 11 BSUP Slum housing construction 100% 0% 23% 37% 18% 11% 11% Slum Infrastructure 100% 0% 23% 37% 18% 11% 11%

Rs. Lakhs 1 Water supply 15,766.55 - 994.74 1,656.96 4,119.50 4,366.67 4,628.67 LA for water supply ------2 Sewerage 19,739.61 - 341.06 421.77 5,748.14 6,770.03 6,458.61 3 Roads & Urban Transport 44,236.91 - 238.74 14,147.42 15,737.13 9,004.14 5,109.48 LA For Roads ------4Drains 3,379.91 - 147.79 1,568.99 1,663.13 - - 5 Street Lights ------6 Conservancy (SWM) & Sanitation ------LA For SWM Disposal Site ------7 Urban Poor/ Slums ------LA For Slum Rehabilitation ------8 Land use/ Dev. Planning ------LA of Master plan proposed reserved lands ------9Others-JNNURM ------10 Others- Non-JNNURM ------Sub total 83,122.98 - 1,722.33 17,795.14 27,267.90 20,140.85 16,196.76 11 BSUP Slum housing construction 63,134.38 - 13,281.82 22,317.73 11,644.46 7,713.78 8,176.60 Slum Infrastructure 13,667.16 - 2,875.09 4,829.88 2,520.24 1,670.84 1,771.09 Sub total 76,801.54 - 16,156.91 27,147.61 14,164.70 9,384.62 9,947.70 Total (UMC) 159,924.51 - 17,879.24 44,942.75 41,432.60 29,525.47 26,144.46 ------

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C Additional O&M Total 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13 1 Water supply 788.33 - 49.74 82.85 205.98 218.33 231.43 LA for water supply ------2 Sewerage 986.98 - 17.05 21.09 287.41 338.50 322.93 3 Roads & Urban Transport 1,282.11 - 7.16 416.92 464.61 255.12 138.28 LA For Roads ------4Drains 67.60 - 2.96 31.38 33.26 - - 5 Street Lights ------6 Conservancy (SWM) & Sanitation ------LA For SWM Disposal Site ------7 Urban Poor/ Slums ------LA For Slum Rehabilitation ------8 Land use/ Dev. Planning ------LA of Master plan proposed reserved lands ------9 Others-JNNURM ------10 Others- Non-JNNURM ------Sub total 3,125.01 - 76.91 552.24 991.26 811.96 692.65 11 BSUP Slum housing construction ------Slum Infrastructure 410.01 - 86.25 144.90 75.61 50.13 53.13 Total (UMC) 3,535.03 - - 163.16 697.14 1,066.87 862.08 745.78 ------

IV FUNDING MECHANISM 2006 Population (Mn) 0.52 Capital Grants' Framework JNNURM No. of Years of JNNURM Availability (2011-12) 6 No. of Years of BSUP Availability (2011-12) 6

A Capital Funding No. of Years ----> 12 3 4 5 6 Total 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 I Sustainable Investment (Current) 159,924.51 - 17,879.24 44,942.75 41,432.60 29,525.47 26,144.46 1 UMC 159,924.51 - 17,879.24 44,942.75 41,432.60 29,525.47 26,144.46 2 Funding under JNNURM framework Yes 83,122.98 - 1,722.33 17,795.14 27,267.90 20,140.85 16,196.76 UMC 83,122.98 - 1,722.33 17,795.14 27,267.90 20,140.85 16,196.76 Funding under BSUP framework Yes 76,801.54 - 16,156.91 27,147.61 14,164.70 9,384.62 9,947.70 GoI 35% of Eligible Investment 3 Available Capital Grants under JNNURM GoMH 15% of Eligible Investment GoI 50% of Eligible Investment 4 Available Capital Grants under BSUP GoMH/Benificia 48% of Eligible Investment ry GoI 50% of Eligible Investment Available Capital Grants under BSUP GoMH 30% of Eligible Investment 5 Creation of Revolving fund under JNNURM framework 25% of JNNURM Grants as Revolving Fund 6 Creation of Revolving fund under BSUP framework 10% of BSUP Grants as Revolving Fund

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V Debt Funding Total 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 1 Water supply 5,179.73 - 298.42 497.09 1,235.85 1,528.33 1,620.03 LA for water supply ------2 Sewerage 6,583.32 - 102.32 126.53 1,724.44 2,369.51 2,260.51 3 Roads & Urban Transport 13,976.75 - 71.62 4,244.22 4,721.14 3,151.45 1,788.32 LA For Roads ------4 Drains 1,013.97 - 44.34 470.70 498.94 - - 5 Street Lights ------6 Conservancy (SWM) & Sanitation ------LA For SWM Disposal Site ------7Urban Poor/ Slums ------LA For Slum Rehabilitation ------8 Land use/ Dev. Planning ------LA of Master plan proposed reserved lands ------9Others-JNNURM ------10 Others- Non-JNNURM ------sub total 26,753.77 - 516.70 5,338.54 8,180.37 7,049.30 5,668.87 11 BSUP Slum housing construction 789.39 - 159.38 267.81 139.73 107.99 114.47 Slum Infrastructure 1,708.90 - 345.01 579.59 302.43 233.92 247.95 JNNURM 29,252.06 - 1,021.09 6,185.94 8,622.53 7,391.21 6,031.29 ------

VI Own sources' Funding Total 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 1 Water supply 2,703.54 - 198.95 331.39 823.90 655.00 694.30 LA for water supply ------2 Sewerage 3,286.49 - 68.21 84.35 1,149.63 1,015.50 968.79 3 Roads & Urban Transport 8,141.70 - 47.75 2,829.48 3,147.43 1,350.62 766.42 LA For Roads ------4 Drains 675.98 - 29.56 313.80 332.63 - - 5 Street Lights ------6 Conservancy (SWM) & Sanitation ------LA For SWM Disposal Site ------7Urban Poor/ Slums ------LA For Slum Rehabilitation ------8 Land use/ Dev. Planning ------LA of Master plan proposed reserved lands ------9Others-JNNURM ------10 Others- Non-JNNURM ------11 BSUP Slum housing construction 473.29 - 106.25 178.54 93.16 46.28 49.06 Slum Infrastructure 1,024.53 - 230.01 386.39 201.62 100.25 106.27 JNNURM 16,305.54 - 680.73 4,123.96 5,748.36 3,167.66 2,584.84 ------TOTAL INVESTMENT 159,924.51 - 17,879.24 44,942.75 41,432.60 29,525.47 26,144.46 OK OK OK OK OK OK OK 250 Ulhasnagar CDP

V DEBT & NON-DEBT SERVICING

A Outstanding Non-Debt Liability Dues (Rs. Lakh) Phasing Period- Yrs 2006-07 2007-08 2008-09 2009-10 2010-11 UMC i Salaries - 5 - - - - - ii PF & Other Contribution - 5 - - - - - iii Water Charges (MIDC arrears) 2,635.00 5 527.00 527.00 527.00 527.00 527.00 iv Power Charges - 5 - - - - - vLease to Govt - 5 - - - - - vi Contract & Supliers 1,000.00 5 200.00 200.00 200.00 200.00 200.00 Total 3,635.00 727.00 727.00 727.00 727.00 727.00 - -

Repayment Period Annuity Annuity B Outstanding Debt Liability O/s Loans Interest Rate 2006-07 2007-08 2008-09 2009-10 left Factor Amount Rs. Lakh Years % Rs. Lakh 1 2 3 4 UMC iGoMH - 5 ------MJP 1,354.00 8 7% 0.13 169.76 169.76 169.76 169.76 169.76 MJP 1,081.00 3 15% 0.33 361.38 361.38 361.38 361.38 - MJP 238.00 2 15% 0.50 119.27 119.27 119.27 - - MJP 254.00 19 13% 0.05 13.54 13.54 13.54 13.54 13.54 MJP 883.00 22 12% 0.05 40.67 40.67 40.67 40.67 40.67 ii HUDCO 14.00 9 13% 0.11 1.57 1.57 1.57 1.57 1.57 iii MMRDA 3,315.00 10 8% 0.10 332.96 332.96 332.96 332.96 332.96 Total 7,139.0 1,039.16 1,039.16 919.89 558.50

Repayment Interest Rate Moratorium C Debt Liability - New Loans O/s Loans (Rs. Lakhs) Annuity Factor Annuity (Rs. Lakhs) Period (Yrs) (%) (Yrs) Disbursement Year UMC 15 8.0% 5 0.117 UMC 0 i 2006 - - - ii 2007 1,021.09 119.29 - iii 2008 6,185.94 722.70 - iv 2009 8,622.53 1,007.37 - v 2010 7,391.21 863.51 - vi 2011 6,031.29 704.63 -

251 Ulhasnagar CDP

Debt Servicing Schedule - UMC 2006 2007 2008 2009 2010 2011 2012 Debt Servicing Schedule - Loan Tranch 2006-07 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 2012-13 i Outstanding ------ii Principal Repayment ------iii Interest Payment ------Total ------

Debt Servicing Schedule - Loan Tranch 2007-08 i Outstanding 1,021.09 1,021.09 1,021.09 1,021.09 1,021.09 983.49 ii Principal Repayment - - - - 37.61 40.61 iii Interest Payment 81.69 81.69 81.69 81.69 81.69 78.68 Total 81.69 81.69 81.69 81.69 119.29 119.29

Debt Servicing Schedule - Loan Tranch 2008-09 i Outstanding 6,185.94 6,185.94 6,185.94 6,185.94 5,958.11 ii Principal Repayment - - - 227.83 246.05 iii Interest Payment 494.88 494.88 494.88 494.88 476.65 Total 494.88 494.88 494.88 722.70 722.70

Debt Servicing Schedule - Loan Tranch 2009-10 i Outstanding 8,622.53 8,622.53 8,622.53 8,304.97 ii Principal Repayment - - 317.56 342.97 iii Interest Payment 689.80 689.80 689.80 664.40 Total 689.80 689.80 1,007.37 1,007.37

Debt Servicing Schedule - Loan Tranch 2010-11 i Outstanding 7,391.21 7,391.21 7,118.99 ii Principal Repayment - 272.21 293.99 iii Interest Payment 591.30 591.30 569.52 Total 591.30 863.51 863.51

Debt Servicing Schedule - Loan Tranch 2011-12 i Outstanding 6,031.29 5,809.16 ii Principal Repayment 222.13 239.90 iii Interest Payment 482.50 464.73 Total 704.63 704.63

Debt Servicing Schedule - KMC i Outstanding - 1,021.09 7,207.03 15,829.56 23,220.77 29,252.06 28,174.72 ii Principal Repayment - - - - - 1,077.34 1,163.53 iii Interest Payment - 81.69 576.56 1,266.37 1,857.66 2,340.17 2,253.98 Total - 81.69 576.56 1,266.37 1,857.66 3,417.51 3,417.51

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Annexure 47 : Results of FOP for Sustainable Investment

Financial Projections 12 3 45 Financial Year ------> 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 Figures in Rs. LakhsActuals Estimate Projection UMC A SUMMARY i Opening balance 582 409 487 323 282 0 966 4204 4984 2371 2135 ii Revenue Receipts 6531 8393 8550 9095 9017 11500 14046 17848 20732 22796 24394 iii Revenue Expenditure 5718 6634 8051 8224 7747 9637 10510 13363 18054 20362 24488 iv Municipal receipts* 7762 9617 9981 9844 10701 11852 31628 59085 56873 49652 48498 v Municipal expenditure** 7937 9540 10145 9885 10462 10885 28390 58306 59486 49888 50632 New Debt Servicing Exp. 0 82 577 1266 1858 3418 New O&M Exp. 0 0 163 870 1989 2971 ULB contribution/ Rev. Surplus Transfer for Asset creation 0 681 4124 5748 3168 2585 vi Operating Surplus/ Deficit for the year 813 1759 500 871 1269 1863 3535 4485 2678 2434 -93 vii Municipal Surplus/ Deficit for the year -175 77 -164 -41 239 966 3238 779 -2613 -235 -2134 viii Closing balance 409 487 323 282 521 966 4204 4984 2371 2135 1 ix Performance Indicators DSCR 2.79 4.15 4.00 2.47 2.01 0.98 DSR 9% 8% 8% 9% 11% 16% PT Collection Performance 46% 54% 62% 70% 77% 85% Water Charges Collection Performance 29% 40% 52% 64% 75% 85% Cost Recovery (Water Supply) - only Charges 43% 69% 110% 137% 141% 136% Cost Recovery (Sewerage) - only Charges 0% 0% 50% 78% 82% 106% *- Municipal receipts = Revenue receipts + Capital revenue receipts ** Municipal expenditure = Revenue expenditure + Capital expenditure

B REVENUE ACCOUNT RECEIPTS I Own Sources 1 Octroi 4377 5165 5574 6167 6539 7236 8006 8859 9803 10847 12002 2 Tax on properties 747 1256 1259 1023 1104 2160 2879 3780 4102 4106 3978 3 Other Tax Revenue 180 310 315 258 302 300 330 363 400 440 483 4Income from municipal assets/ institutions 00000000 000 5Development charges 4535371240363942465053 6 Water Charges 1024 1347 1158 842 745 1395 2388 4095 5460 6127 6306 7Sewerage/ Drainage Charges 00000002734527201024 8Fees and fines 13139 6 9111213141516 9 Miscellaneous & Others 71 161 175 741 273 307 331 358 387 418 451 Total 6458 8286 8526 9050 9013 11445 13986 17784 20663 22721 24314 II Transfers & Revenue Grants 1 General Grants 55 97 15 0 0 36 39 42 45 49 53 2Project specific grants 00000000 000 3 Other Revenue grants & contributions 18 10 9 46 4 19 20 22 24 25 27 Total 73 107 24 46 4 55 59 64 69 74 80 Total Revenue Receipts 6531 8393 8550 9095 9017 11500 14046 17848 20732 22796 24394 253 Ulhasnagar CDP

Financial Projections 12 3 45 Financial Year ------> 2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10 2010-11 2011-12 Figures in Rs. LakhsActuals Estimate Projection UMC EXPENDITURE III Establishment 1 Pension & Gratuity 177 213 355 334 331 359 390 422 458 497 539 2 Salaries/ wages & allowances 2061 2009 2242 2472 2599 2754 3193 3383 3585 3799 4025 IV O&M Expenses O&M on Current Assets 3417 4291 5021 5046 4512 4758 5080 5423 5791 6183 6602 1 General Administration & Tax Collection 153 189 212 290 377 261 278 297 318 339 362 2 Water supply 2364 2834 3394 3097 2086 2927 3110 3305 3512 3732 3965 3 Sewerage 100 126 122 131 158 136 145 155 166 177 189 4 Conservancy/ SWM 269 293 327 411 513 387 414 442 472 504 538 5 Public Health, Safety, Hospitals and medical services 253 308 292 313 359 331 359 389 422 457 496 6 Public works - Roads 25 62 111 97 231 114 124 134 145 158 171 7 Others 253 479 562 707 788 602 650 701 756 816 880 O&M on New Assets 0 0 163 870 1989 2971 Phasing of Non-Debt Liabilities 727 727 727 727 727 0 V Transfers/ Contributions General remittances, contributions 00000000 000 Tranfer to KMT 00000000 000 V Debt Servicing Outstanding Debt Liabilities - Old 62 122 433 372 306 1039 1039 920 559 559 559 Outstanding Debt Liabilities - New 0 82 577 1266 1858 3418 VI Contribution to Revolving Fund/ SUIF 1747 4798 4751 6375 Total Revenue Expenses 5718 6634 8051 8224 7747 9637 10510 13363 18054 20362 24488

C CAPITAL ACCOUNT RECEIPTS

I Own Sources/ Sale of lands 1415101621424549535761 II Capital grants & Contributions 1 General grants and contributions 58 8 0 63 20 32 35 39 42 46 51 2 Project Specific & Other grants 131 136 503 248 250 277 303 331 362 396 432 3 JNNURM Grants from GoI 0 603 6228 9544 7049 5669 4 JNNURM Grants from GoMH 0 258 2669 4090 3021 2430 5 BSUP Grants from GoI 0 8078 13574 7082 4692 4974 6 BSUP Grants from GoM 0 7238 12161 6345 4204 4456 Total 189 144 503 311 270 310 16516 35003 27466 19408 18011 III Loans 412 203 157 0 0 0 1021 6186 8623 7391 6031 Total Capital Receipts 742 352 670 328 291 352 17582 41237 36141 26856 24104 EXPENDITURE IV CAPEX 1556 2066 1383 1271 1304 1248 17879 44943 41433 29525 26144

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Annexure 48 : Summary of Total Investments for Physical Infrastructure Total Total Summary of Investments required ( Rs. Lakhs ) Investment 2007-08 2008-09 2009-10 2010-11 2011-12 2012-16 2016-21 2021-26 2026-31 Investment Unit 2007-12 PHYSICAL INFRASTRUCTURE 1 Water Supply P3 Augmenting Water supply source 6175 125 125 1975 1975 1975 3900 3249 0 0 13324 P2 Strengthening of Water distribution network 2000 0 500 500 500 500 500 0 0 0 2500 P1 Improving revenue collection 3750 750 750 750 750 750 0 0 0 0 3750 Sub total 11925 875 1375 3225 3225 3225 4400 3249 0 0 19574 2 Sewerage system P1 Replacement / Upgrading the existing sewerage Network 6300 150 150 2000 2000 2000 8000 8500 7500 2500 32800 P2 Upgrading the existing STPs 8350 150 200 2500 3000 2500 4000 4000 0 0 16350 Sub total 14650 300 350 4500 5000 4500 12000 12500 7500 2500 49150 3 Drainage system P1 Khemani Nallah Diversion 130 130 0 0 0 0 0 0 0 0 130 Construction of retaining wall and concrete lining along bed P2 for Waldhuni Nallah 2200 0 1100 1100 0 0 0 0 0 0 2200 P3 Lining and bedding of other nallahs in Ulhasnagar 404 0 202 202 0 0 0 0 0 0 404 Sub Total 2734 130 1302 1302 0 0 0 0 0 0 2734 4 Solid Waste system P1 Collection and Transportation 0 0 0 0 0 0 2720 4800 5320 5800 18640 P2 Landfill site 25 acres 0 0 0 0 0 0 274.36 338.7 416.44 397.21 1426.71 Sub total 0 0 0 0 0 0 2994.36 5138.7 5736.44 6197.21 20066.71 5 Transportation system P1 Balance road development in IRDP-I 700 210 210 280 0 0 0 0 0 0 700 P2 DP Road Widening / CC Pavement and road Improvement 28200 0 11280 11280 5640 0 11280 11280 5640 0 56400 P5 ROB and FOBs 1080 0 0 360 360 360 120 0 0 0 1200 P3 Development of Truck terminal at Vithalvadi 1500 0 250 250 500 500 0 0 0 0 1500 P4 Parking Development 500 0 0 150 150 200 200 0 0 0 700 P6 Station area development 2500 0 0 0 0 2500 2500 0 0 0 5000 Sub total 34480 210 11740 12320 6650 3560 14100 11280 5640 0 65500

Total investments Required at current prices in Rs. Lakhs 63789 1515 14767 21347 14875 11285 33494.36 32167.7 18876.44 8697.21 157024.71 Cumulative Investments 1515 16282 37629 52504 63789 97283.36 129451.1 148327.5 157024.7

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sAnnexure 49 : Summary of Total Investments for Urban Poor Total Total Summary of Investments required ( Rs Lacs ) Unit Investment 2007-08 2008-09 2009-10 2010-11 2011-12 2012-16 2016-21 2021-26 2026-31 Investment 2007-12 BSUP 1 Housing for Urban Poor P1 Construction of houses 50713.00 11683.00 18520.00 9116.00 5697.00 5697.00 0.00 0.00 0.00 0.00 Subtotal 50713.00 11683.00 18520.00 9116.00 5697.00 5697.00 0.00 0.00 0.00 0.00 50713.00 2 Infrastructure P1 External water supply lines 507.00 117.00 185.00 91.00 57.00 57.00 0.00 0.00 0.00 0.00 P2 External water supply system 480.00 111.00 175.00 86.00 54.00 54.00 0.00 0.00 0.00 0.00 P3 External sewerage 498.00 115.00 182.00 89.00 56.00 56.00 0.00 0.00 0.00 0.00 P4 Internal Roads 1457.00 335.00 532.00 262.00 164.00 164.00 0.00 0.00 0.00 0.00 P7 Open Space development 391.00 90.00 143.00 70.00 44.00 44.00 0.00 0.00 0.00 0.00 P5 External electrical supply 2467.00 568.00 901.00 444.00 277.00 277.00 0.00 0.00 0.00 0.00 P6 Common amenities 960.00 221.00 350.00 173.00 108.00 108.00 0.00 0.00 0.00 0.00 Contingencies 2812.00 648.00 1027.00 505.00 316.00 316.00 0.00 0.00 0.00 0.00 Consultancy fees (DPR etc.) 1406.00 324.00 513.00 253.00 158.00 158.00 0.00 0.00 0.00 0.00 Sub Total 10978.00 2529.00 4008.00 1973.00 1234.00 1234.00 0.00 0.00 0.00 0.00 10978.00

Total investments Required at current prices in Rs. Lakhs 61691.00 14212.00 22528.00 11089.00 6931.00 6931.00 0.00 0.00 0.00 0.00 61691.00 Cumulative Investments 14212.00 36740.00 47829.00 54760.00 61691.00 61691.00 61691.00 61691.00 61691.00

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