Due Diligence Report – Social Safeguards (Land Acquisition and Resettlement)

Project number: 42486-016 August 2016

IND: Urban Services Improvement Program – Water Supply Improvement in , , Majholi, , Patan, and Tendukheda

Package Number: MPUSIP-5B

Prepared by the Madhya Pradesh Urban Development Company, Government of Madhya Pradesh for the Asian Development Bank.

This due diligence report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature.

In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.

Land Acquisition and Resettlement Due Diligence Report

Document stage: Draft for consultation Project Number: 42486 Loan and/or Grant Number(s): {LXXXX; GXXXX; TAXXXX} August, 2016

India: Madhya Pradesh Urban Services Improvement Project Group Water Supply Scheme, (Katangi, Bhedaghat, Majholi, Panagar, Patan, Sihora, Tendukheda) district

This due diligence report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature.

DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

CURRENCY EQUIVALENTS (As of August 01, 2016)

Currency unit = Rupee (INR) INR 1.00 = USD0148 USD 1.00 = INR 66.02

ABBREVIATIONS ADB - Asian Development Bank AP - Affected Person BPL - Below Poverty Line DP - Displaced Person EA - Executing Agency GOI - Government of GOMP - Government of Madhya Pradesh HHs - Households IA - Implementing Agency IR - Involuntary Resettlement KM - Kilometer MPUDC - Madhya Pradesh Urban Development Company OHT - Over Head Tank O&M - Operation and Maintenance PIU - Project Implementation Unit PMC - Project Management Consultant PMU - Project Management Unit R&R - Resettlement and Rehabilitation RF - Resettlement Framework RFCTLARR - The Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act, 2013 RP - Resettlement Plan ROW - Right Of Way RWA - Resident Welfare Associations SO - Safeguard Officer SPS - Safeguard Policy Statement TA - Technical Assistance UADD - Urban Administration and Development Directorate UDED - Urban Development and Environment Department ULBs - Urban Local Body WRD - Water Resource Department WTP - Water Treatment Plant i

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CONTENTS

I INTRODUCTION 04 A. Background of subproject 04 B. Project description 04 C. Scope and Nature of Resettlement 05 II Policy Framework & entitlement 05 III SUB-PROJECT DESCRIPTION 05 III FIELD WORK AND PUBLIC CONSULTATION 09 A. Public Consultation 09 IV. LAND AVAILABILITY AND RESETTLEMENT 10 IMPACTS V. BUDGET 13 VI. CONCLUSIONS 14 A. Summary and Conclusions B. Next Step

LIST OF TABLES

Table 1 Details of Existing water supply of Katangi 06 Table 2 Proposed Water Supply System of Katangi 08 Table 3 Proposed sub-project components in 12 Katangi Water Supply Subproject and their involuntary resettlement impact status Table 4 Budget of replenishment 13

LIST OF APPENDIX

Appendix 1. Site Photographs 26 Appendix 2. Details of land ownership for different sites Appendix3. Summary of Stakeholder Consultation 27 Appendix 4. Stakeholder photograph and list of Stakeholder 29 Consultation Appendix 5. Involuntary Resettlement Screening Checklist 31 Appendix 6. Khasra details and maps 33 Appendix 7. Certificate of Land Status Chief Municipal Officer 39 ii

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I. INTRODUCTION

A. Background 1. Government of Madhya Pradesh (GoMP) with a sector project loan funding from Asian Development Bank (ADB) has proposed to implement Madhya Pradesh Urban Services Improvement Project (MPUSIP), herein after referred as ‘the Project’. Madhya Pradesh Urban Development Company Limited (MPUDC) shall be the Implementing Agency (IA) and the State Urban Development and Housing Department (UDHD) shall be the executing agency for the Project. A project management unit (PMU) created under MPUDC is implementing MPUSIP.

2. The Resettlement Framework (RF) for MPUSIP outlines the objectives, policy principles and procedures for land acquisition, if any, compensation and other assistance measures for Displaced Persons1 (DPs)/Affected Persons (APs), if any. This framework reflects the borrower’s law on the Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and Resettlement Act 2013, state government policies, ADB’s Safeguard Policy Statement (SPS), 2009 and other social safeguard guidelines. A detailed description of compensation measures and assistance is provided in the entitlement matrix.

3. An entitlement matrix, consistent with the existing norms and guidelines of the country and the state government, and ADB’s Safeguard Policy Statement has been prepared to cover losses identified in this Project. The matrix recognizes that the lack of title/customary rights recognized under law will not be a bar to entitlement and has special provisions for non-titled persons. The eligibility for compensation will be determined through a cut-off date. People moving into the sub-project area after the cut- off date will not be entitled to compensation or other assistance.

B. Program Description 4. Coverage: MPUSIP’s physical components include (a) improvements to water in 64 project towns; and (b) sewage and storm water collection and treatment services proposed in two (2) identified towns (Khajuraho, and Rajnagar). The project also includes an institutional strengthening component and a project management and administrative support component.

1 In the context of involuntary resettlement, displaced persons are those who are physically displaced (relocation, loss of residential land, or loss of shelter) and/or economically displaced (loss of land, assets, access to assets, income sources, or means of livelihoods) as a result of (i) involuntary acquisition of land, or (ii) involuntary restrictions on land use or on access to legally designated parks and protected areas. It covers them whether such losses and involuntary restrictions are full or partial, permanent or temporary

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C. Scope of this Report 5. This land acquisition and resettlement due diligence report is prepared for the proposed Group water supply subproject for Katangi,Bhedaghat,majholi,Panagar,Patan,Sihora and Tendukheda Nagar Parishads, located in , under MPUSIP. Proposed components of the group water supply subproject include construction of common water intake, and water treatment plant separate storage reservoirs as per demand of the towns, transmission mains and distribution system. The proposed subproject will provide metered water supply for domestic, institutional and commercial users, including metered connections to each household in the towns of the subproject. All municipal wards of the towns will be covered under the project. The total population of the town will thus be covered 19040 population as per census 2011) and 28999 population in the design year, 2048.

6. A due diligence process was conducted to examine the land acquisition and resettlement issues in detail, in line with ADB SPS 2009. This report describes the findings and provides copies of relevant documents, maps, minutes of meetings and photographs. This land acquisition and resettlement due diligence report needs to be read along with the Resettlement Framework prepared for MPUSIP.

7. Upon project implementation, the Social Safeguards Personnel at PMU, MPUDC will be required to undertake a review of this due diligence report, prepare a confirmation letter or report documenting any modifications for the subproject and submit to ADB; and receive a ‘no objection’ confirmation from ADB prior to start of construction in the subproject.

II. POLICY FRAMEWORK, AND ENTITLEMENTS

8. The Resettlement Framework (RF) prepared for MPUSIP sets out the objectives, principles, eligibility criteria and entitlements for APs, based on ADB SPS, 2009 and LARR 2013 as well as national and state laws for protection of street vendors. Until recently, all activities related to rehabilitation and resettlement in the State of MP had been based on the Madhya Pradesh Resettlement and Rehabilitation Policy, 2002 (MPRR) and National Rehabilitation and Resettlement Policy, 2007 (NRRP-2007). GoMP adopted LARR 2013 on 3rd October, 2014 with some specifications for operationalizing its implementation in the state 1 . Details of policies are in the Resettlement Framework for MPUSIP.

1 These GOs issued separately in September 2014 (i) notifies administrative cost of land acquisition; (ii) appoints Divisional Commissioners as Commissioner for Rehabilitation & Resettlement within their respective jurisdictions; (iii) authorizes District Collectors for constituting an Expert Group separately in respect of each project, (iv) notifies the factor which the market value is to be multiplied in case of rural areas, (v) appoints Officer-in charge of Land Acquisition Section in the Office of the Collector as Administrator for Rehabilitation and Resettlement an d (vi) limits agricultural land acquisition, as required by the RTFCLARR, 2013.

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III. SUBPROJECT DESCRIPTION

9. Project area of Group water supply subproject towns: a. Katangi: Geographically Katangi town is located at 23° 27'49’’ North Latitude and 79° 47'38’’ East Latitude, at an average elevation of 373 meters above Mean Sea Level. The town is situated on State Highway 37 connecting Jabalpur and Damoh. It is located 38 km from Jabalpur towards the North-West and 22 km North of Katangi. The town area is divided in 15 wards b. Patan: Patan geographically lies between 220 31’ 48’’ north latitude and 790 25’ 12’’ east Longitude, at an altitude of 379 meters above mean sea level and is nearly 33 Km from Jabalpur. The municipal council was constituted in the year 1981, with an area of 13.06 sq. kms and comprising of 15 municipal wards. c. Majholi: Geographically Majholi town is located at 23° 30' 0’’ North Latitude and 79° 55' 12’’ East Latitude, at an altitude of 385 meters above mean sea level. The town is situated on Road connecting Sihora Gubra. The distance from Jabalpur is around 47 km. Majholi Town is located at distance of 30 kms for Sihora. The area of the town is spread over in 629.00 Ha (6.29 Sq Kms ) as per 2011 data. d. Sihora: Geographically Sihora town is located at Latitude 23° 28’ 48’’ N Longitude 80° 7' 12’’ E, Town is situated at average elevation of 386 m from Mean Sea Level. The year of Establishment of Sihora ULB is 1967. The area of the town is spread over in 2302.00 Ha (23.02 Sq Kms ) as per 2011 data. The town area is divided in 18 wards.

e. Bhedaghat: Geographically, Bhedaghat lies between 23°08’N 79°48’E, 23°13°N 79°80°E. Bhedaghat is located at 25 km from Jabalpur and 5 km eastern side on the State Highway 12A leading towards Bhopal- Jabalpur. Presently Bhedaghat has 10 wards.

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f. Panagar: Geographically, Panagar lies between 23°9'58"N and 79°56'33"E. Panagar is situated on NH – 7 connecting Nagpur – . The distance from Jabalpur is about 16 Km. Panagar is divided into total 15 Wards. g. Tendukheda: Geographically Tendukheda town is located at Latitude 23° 23'59’’ N Longitude 79° 32'59’’E.It is 260 km. from the state capital of Bhopal and around 52 km from district headquarter Damoh. Town is situated at average elevation of 398 m from Mean Sea Level. The area of the town is spread over in 1400.00 Ha (14.00 Sq Kms ) as per 2011 data. The year of Establishment of Tendukheda ULB is 1984. The town area is divided in 15 wards.

A. Existing water supply arrangements of group water supply scheme for Katangi, Patan, Majholi, Sihora, Bhedaghat, Panagar and Tendukheda Nagar Parishad

S.No. Particulars Details

1 Town Katangi, Patan, Majholi, Sihora, Bhedaghat, Panagar and Tendukheda 2 District Jabalpur Except Tendukheda( Damoh) 3 Population - As per 137838 2011 census 4 Projected Population-

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4.1 In year 2018 152228 4.2 In year 2033 185462 4.3 In year 2048 221964 5 Projected Water Demand 5.1 Per Capita Demand 70 LPCD except Bhedaghat and Sihora @ 135 lpcd 5.2 In year 2018 16.81 MLD 5.3 In year 2033 20.53 MLD 5.4 In year 2048 24.68 MLD 1.Salient Features of the Katangi S.No. Particulars Details

1 Town Katangi 2 District Jabalpur 3 Location 38 Km. from Jabalpur 4 Geographical Co- Latitude 23° 27'49’’ N ordinate Longitude 79° 47'38’’ E 5 Population - As per 19040 2011 census 6 Projected Population- 6.1 In year 2016 20386 6.2 In year 2018 20924 6.3 In year 2033 24962 6.4 In year 2048 28999 7 Projected Water @ 70 LPCD Demand 7.1 Per Capita Demand 70 LPCD 7.2 In year 2016 1.70 MLD 7.3 In year 2018 1.75 MLD 7.4 In year 2033 2.08 MLD 7.5 In year 2048 2.42 MLD 8.0 Existing Water Supply System 8.1 Water Source Ground water: Tube well (10 Nos.) Surface source: 8.2 Total supply 0.60 MLD (25.00 LPCD including 20% losses)

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8.3 Overhead Location of Capacity (in KL) Staging Tank/GSR OHTs/GSRs Height

Nagar OHT 150 12 m Parishad KL(Structurally Ward no.5 good and it is in use) Ward no.12 OHT 200 KL 15 m

(Structurally good and it is in use)

Ward no.15 OHT 250 KL 12 m (Structurally good and it is in use)

8.4 Distribution Network Dia.( mm) Material 50 mm -200 mm GI, CI

8.5 Water Connection Domestic (nos.) Non Domestic (nos.)

465 02

8.6 Water Tariff Domestic(Rs.) Non Domestic(Rs.) 45/- 90/-

2.Salient Features of the Patan S.No. Particulars Details 1 Town Patan 2 District Jabalpur 3 Location 33 Km. from Jabalpur 4 Geographical Co- Latitude 220 31’ 48’’ N Longitude ordinate 790 25’ 12’’ E 5 Population - As per 14624 2011 census 6 Projected Population- 6.1 In year 2016 15525

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6.2 In year 2018 15885 6.3 In year 2033 18587 6.4 In year 2048 21289 7 Projected Water @ 70 LPCD Demand 7.1 Per Capita Demand 70 LPCD 7.2 In year 2016 1.30 MLD 7.3 In year 2018 1.33 MLD 7.4 In year 2033 1.55 MLD 7.5 In year 2048 1.78 MLD 8.0 Existing Water Supply System 8.1 Water Source Ground water: Tube well (19 Nos.) Surface source: Nil 8.2 Total supply 0.88 MLD (48.00 LPCD including 20% losses) 8.3 Overhead Location of Capacity (in KL) Staging Tank/GSR OHTs/GSRs Height Ward no.15 OHT 908 KL 15 m (Structurally good and it is in use)

8.4 Distribution Network Dia.( mm) Material 150-250 ACP, GI

8.5 Water Connection Domestic (nos.) Non Domestic (nos.)

950 70

8.6 Water Tariff Domestic(Rs.) Non Domestic(Rs.) 60/- 90/-

3.Salient Features of the Majholi S.No. Particulars Details 1 Town Majholi 2 District Jabalpur 3 Location 47 Km. from Jabalpur 4 Geographical Co- Latitude 23° 30' 0’’ N ordinate Longitude 79° 55' 12’’ E

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5 Population - As per 13210 2011 census 6 Projected Population- 6.1 In year 2016 13959 6.2 In year 2018 14258 6.3 In year 2033 16504 6.4 In year 2048 18750 7 Projected Water @ 70 LPCD Demand 7.1 Per Capita Demand 70 LPCD 7.2 In year 2016 1.16 MLD 7.3 In year 2018 1.19 MLD 7.4 In year 2033 1.38 MLD 7.5 In year 2048 1.56 MLD 8.0 Existing Water Supply System 8.1 Water Source Ground water: Tube well (11 Nos.) Surface source: Suhar River 8.2 Total supply 0.70 MLD (42.00 LPCD including 20% losses) 8.3 Intake well 1 no., 25 years old not in working condition 8.4 WTP 0.70 MLD not in working condition 8.5 Overhead Location of Capacity (in KL) Staging Tank/GSR OHTs/GSRs Height

Ward no.1 OHT 100 15 m KL(Structurally good and it is in use) Ward no.9 OHT 115 KL 15 m (Structurally good and it is in use) Ward no.13 OHT 320 KL 18 m (newly onstructed) Ward no 15 180 KL (newly 18 m

constructed) 8.6 Distribution Network Dia.( mm) Material

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50-150 ACP, GI

8.7 Water Connection Domestic (nos.) Non Domestic (nos.) 400 03

8.8 Water Tariff Domestic(Rs.) Non Domestic(Rs.) 40/- 70/- 4.Salient Features of the Sihora S.No. Particulars Details 1 Town Sihora 2 District Jabalpur 3 Location 42 Km. from Jabalpur 4 Geographical Co- Latitude 23° 28’ 48’’ N ordinate Longitude 80° 7' 12’’ E 5 Population - As per 44062 2011 census 6 Projected Population- 6.1 In year 2016 47236 6.2 In year 2018 48541 6.3 In year 2033 58965 6.4 In year 2048 70514 7 Projected Water @ 135 LPCD Demand 7.1 Per Capita Demand 135 LPCD 7.2 In year 2016 7.52 MLD 7.3 In year 2018 7.73 MLD 7.4 In year 2033 9.39 MLD 7.5 In year 2048 11.23 MLD 8.0 Existing Water Supply System 8.1 Water Source Ground water: Tube well (30 Nos.) Surface source: Hiran River 8.2 Total supply 2.00 MLD (36.00 LPCD including 20% losses) Intake well 1 No. 6m Dia. & 18 m height (Cons.Yr.1973) WTP 4 MLD, 42 years old 8.4 Dia.( mm) Material Condition

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Clear water rising 160 PVC Not useful main

8.5 Overhead Location of Capacity (in KL) Tank/GSR OHTs/GSRs Ward no. 4 GSR 300 KL Ward no.14 GSR 400 KL

Ward no.18 GSR 200 KL

8.6 Distribution Network Dia.( mm) Material 110 PVC, GI

8.7 Water Connection Domestic (nos.) Non Domestic (nos.) 5488 115

8.8 Water Tariff Domestic(Rs.) Non Domestic(Rs.) 80/- 120/-

5.Salient Features of the Bhedaghat S.No Particulars Details . 1 Town Bhedaghat 2 District Jabalpur 3 Location 25 Km. from Jabalpur 4 Geographical Co- Latitude 23°13°N Longitude ordinate 79°80°E 5 Population - As per 4571 2011 census 6 Projected Population- 6.1 In year 2016 5174 6.2 In year 2018 5436 6.3 In year 2033 7777 6.4 In year 2048 10784 7 Projected Water @ 135 LPCD Demand 7.1 Per Capita Demand 135 LPCD 7.2 In year 2016 0.82 MLD

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7.3 In year 2018 0.87 MLD 7.4 In year 2033 1.21 MLD 7.5 In year 2048 1.24 MLD

8.0 Existing Water Supply System 8.1 Water Source Ground water: Tube well (4 Nos.) Surface source : Narmada River (Direct pumping at various points (Gopalpur, Paramhans Ghat and Banerji Ghat) 8.2 Total supply 0.07 MLD from ground water 0.13 mld from surface water (44.00 LPCD including 20% losses) 8.3 Water connection Domestic 368 nos. 8.8 Water Tariff Domestic(Rs.) Non Domestic(Rs.) 30/- 60/- 6.Salient Features of the Panagar S.No. Particulars Details 1 Town Panagar 2 District Jabalpur 3 Location 16 Km. from Jabalpur 4 Geographical Co- Latitude 23°9'58"N Longitude 79°56'33"E ordinate 5 Population - As per 27932 2011 census 6 Projected Population- 6.1 In year 2016 29947 6.2 In year 2018 30753 6.3 In year 2033 36798 6.4 In year 2048 42843 7 Projected Water @ 70 LPCD Demand 7.1 Per Capita Demand 70 LPCD 7.2 In year 2016 2.50 MLD 7.3 In year 2018 2.57 MLD 7.4 In year 2033 3.07 MLD 7.5 In year 2048 3.57 MLD

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8.0 Existing Water Supply System 8.1 Water Source Ground water: Tube well (23Nos. working) Surface source: Nil 8.2 Total supply 0.50 MLD (39.00 LPCD including 20% losses) 8.3 Overhead Location of Capacity (in KL) Staging Tank/GSR OHTs/GSRs Height Ward no.8 OHT 200 KL 15 m (Structurally good and it is in use) Ward no.14 OHT 100 KL 12.5 m (Structurally good and it is in use) Ward no.15 OHT 250 KL 15.0 m (Structurally good

and it is in use) 8.4 Distribution Network Dia.( mm) Material

110 PVC, GI 8.5 Water Connection Domestic (nos.) Non Domestic (nos.)

1989

8.6 Water Tariff Domestic(Rs.) Non Domestic(Rs.)

70/- 100/- 7. Salient Features of the Tendukheda S.No. Particulars Details 1 Town Tendukheda 2 District Damoh 3 Location 52 Km. from Damoh 4 Geographical Co- Latitude 23° 23'59’’ N Longitude ordinate 79° 32'59’’E 5 Population - As per 14399 2011 census 6 Projected Population- 6.1 In year 2016 15818 6.2 In year 2018 16431 6.3 In year 2033 21869 6.4 In year 2048 28785

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7 Projected Water @ 70 LPCD Demand 7.1 Per Capita Demand 70 LPCD 7.2 In year 2016 1.32 MLD 7.3 In year 2018 1.37 MLD 7.4 In year 2033 1.82 MLD 7.5 In year 2048 2.40 MLD 8.0 Existing Water Supply System 8.1 Water Source Ground water: Tube well (12 Nos.) Surface source: 8.2 Total supply 0.72 MLD (40.00 LPCD including 20% losses) 8.3 Distribution Network Dia.( mm) Material

110 PVC, GI

8.4 Water Connection Domestic (nos.) Non Domestic (nos.) 2000 07 8.5 Water Tariff Domestic(Rs.) Non Domestic(Rs.) 80/- 120/-

B. Proposed Group Water Supply System

10. Sihora , Katangi, Panagar, Patan, Majholi (jbp), Bhedaghat(jbp) and Tendukheda (Damoh) town is having acute water problem. Sustainable source are not available near to these towns. Reliable source for Panagar, Bhedaghat town is River Narmada near Jabalpur. Reliable source for Patan town is River Narmada. Both towns are approximately 25 km from Jabalpur. Sihora is approximately 25 km from Panagar ,Majholi (jbp) is approximately 20 km from Sihora, Katangi is 20 km from Majholi and Tedukheda is nearly 20 km from Patan. A common scheme for all these towns including Tendukheda can be framed from the river Narmada. If combined scheme is framed; then storage structure cost & intake structure cost can be avoided. The feasibility & viability is worked out after survey & investigation. Hence from the above facts it is justified that Narmada River is as final and common source for Katangi, Patan, Majholi, Sihora, Panagar, Bhedaghat and Tendukheda Nagar Parishad.

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11. Proposed subproject components. The proposed subproject components of Group water supply of Katangi are presented in Table 2: 12. Intake well: The common intake well is proposed for Katangi, Patan, Majholi, Sihora, Panagar, Bhedaghat and Tendukheda Nagar Parishad at Bhedaghat. At Bhedaghat in the bank of Narmada River, there is proposed R.C.C. intake well of 10 m diameter and 14 m height to collect and lift water up to treatment works. 13. Raw Water Rising Main: There will be common raw water rising main for Katangi, Patan, Majholi, Sihora, Bhedaghat,and Panagar city. The proposed raw water rising main is 338 m long 600 mm dia. DI K9 from proposed Intake well to proposed WTP. 14. Water Treatment Plant: The common WTP for all these cities having capacity of 27.00 MLD considering 22 Hrs of pumping has been proposed for the ultimate year of 2048 at Bhedaghat. 15. Clear Water Sump well at new WTP: The clear water sump is proposed to 850 KL of sump well at WTP for storing Clear water after treatment from WTP.

Table 2: Proposed Water Supply Subproject Components Particulars Bhedaghat Katangi Majholi Panagar Patan Sihora Tendukheda

I. Water demand 1 Base year 0.71 MLD MLD 2.14 1.13 (2016) MLD 2 Commission 1.06 2.04 1.35 2.63 1.56 ing year MLD MLD MLD (2018.) 3 Design year 1.47 2.37 1.53 3.06 2.06 (2048) MLD MLD MLD II. Source 1 Alternatives 2 Selected Narmada River source

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Particulars Bhedaghat Katangi Majholi Panagar Patan Sihora Tendukheda

III. Proposed system 1 From Raw water abstraction from Narmada river → raw water transmission (pumping) → source to treatment → clear water transmission (pumping) → storage → distribution → house consumer connections with meters supply IV. Proposed components 1 Water The common intake well is proposed for Katangi, Patan, Majholi, Sihora, Panagar, intake Bhedaghat and Tendukheda Nagar Parishad at Bhedaghat. At Bhedaghat in the bank of Narmada River, there is proposed R.C.C. intake well of 10 m diameter and 14 m height 2 Pumping Three nos. vertical turbine type pump with 50% as standby is proposed at intake well. The stations discharge of each pump is (20.53 MLD) 259.22 LPS and head is 36.56 meter at intermediate stage Yr.2033. The rating of each pump is 58.92 KW (say 59.0 KW). Two nos. working and one pump will be as a standby. This will be replaced by 24.68 MLD or 311.62 LPS discharging capacity at 36.73 m head pumps of 71.5 KW in year 2048. The pumping is proposed for 22 hours. 3 Raw water There will be common raw water rising main for Katangi, Patan, Majholi, Rising Main Sihora, Bhedaghat,and Panagar city. The proposed raw water rising main is 338 m long 600 mm dia. DI K9 from proposed Intake well to proposed WTP. 4 WTP A common WTP for all these cities having capacity of 27.00 MLD considering 22 Hours of pumping has been proposed for the ultimate year of 2048 at Bhedaghat Process/components (same for all towns): Coagulation &flocculation, sedimentation, rapid gravity filtration, chlorination, wash water recovery, sludge drying beds, tube settlers & miscellaneous infra (compound wall, landscaping, lighting, rest rooms etc) Location: On a government land (1.5 ha available) in Northern outskirts of the town near the intake Site is partly cultivated by neighboring farmers 5 Sump Wells 850 KL of sump well is proposed at WTP for storing Clear water after treatment from WTP.

OHT Two OHTs proposed Not Three Not Four OHTs Two OHTs proposed OHT of applicable OHTs applicable proposed proposed of 1. 200 KL 120 KL of proposed 1. 920 KL capacity 2. 220 KL staging of capacity 2. 1020KL 1. 300 KL height 12m 1. 500KL 3. 630 KL 325 KL 4. 620 KL 2. 2. 200KL 3. 600KL 6 Clear water 150 to 200 mm dia DI feeder CLEAR CLEAR main from transmission mm pipes pipe From WATER WATER sump dia DI- K9 the clear FEEDER FEEDER water well to MAIN MAIN pipes from majholi WTP to sump (at FROM FROM Bhedaghat WTP) to Length SUMP SUMP -1835m WELL TO WELL TO . service reservoirs Dia- 100 SIHORA TENDUKHE Location: to Length - RA PAHARI Governme 200 mm 6297 m Length - 5866 m nt owned DI

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lands and K9 Dia- 200 to Dia- 250 mm along Pipes 300 mm DI DI K9 Pipes public K9 Pipes roads 7 Distribution 24114 m 30548 m – 31378 42573 m 21085 81138 m – 37196 m – network – 110 mm 110 mm to m – – 110 mm m – 110 mm to 110 mm to dia HDPE 250 mm 110 mm to 110 mm to 250 mm 250 mm pipes HDPE to 250 2 280 mm HDPE HDPE (75% mm 50 mm HDPE (75% (79.4% HDPE HDPE Location: pipes are (70% pipes are pipes are of Along the of less (90% (79% pipes are of less less than public than 110 pipes are pipes are of less than 110 110 mm dia roads in mm dia of less of less than mm dia Location: the entire Location: than than 110 110 mm Location: Along the town. Along the 110 mm mm dia dia Along the public roads public dia Location: Location: public in the entire roads in Location: Along the Along the roads in town. the entire Along the public public the entire town. public roads in roads in town. roads in the entire the entire the entire town. town. town. 8 Bulk flow Electromagnetic Bulk flow meter will be installed to monitor the bulk flow in the main meters components i.e. at the inlet of the raw water mains to know the quantity of water coming to the WTP, outlet of the clear water sump to know the quantity of water going for the distribution, outlet of the service reservoirs to know the quantity of water going in the distribution zone or DMA. This will help in maintaining the UFW in the limit and also equitable distribution of the water.

9 Consumer Total 10284 house connections proposed (for all towns) connects with meters

IV. FIELD WORK AND PUBLIC CONSULTATION A. Public Consultation 15. Stakeholder mapping was undertaken as the first step and the major potential stakeholders listed: (a) The municipality, its elected members and staff who will be required to oversee the construction of the distribution networks and WTP as well as be directly responsible for the maintenance of the installations (b) Concerned government departments (Water Resources Department, Revenue Department) (c) Local residents who will take initiative to connect their houses with the water distribution line. (d) Local business persons and traders (e) School and College Students (f) Opinion makers or prominent citizens/residents, who are intimately acquainted to and well regarded by the community. They need to be enlisted in spreading environmental awareness within the community as well as in conveying the benefits of the project.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 16 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

16. Consultations were undertaken with key stakeholders in line with ADB’s requirements pertaining to environment and social considerations. Tools used for consultation were formal stakeholder meetings and focus group discussions (FGD). Extensive consultations with stakeholders (municipality, concerned government departments, community members including slum dwellers, and traders associations) including individual face to face interviews and public consultations were conducted. No users (boatmen and washermen) were found at the intake site which is vacant and unused, hence no special consultation was conducted with them.

17. Field visits were made to all proposed sites and pipeline alignments and the potential impacts and mitigation measures discussed with stakeholders. These consultations helped identify the felt needs/concerns and apprehensions of the communities related to the project and priorities of concerned stakeholders. Discussions were held with people residing at and/or having businesses at/near the proposed subproject locations. Consultations revealed that people are aware of the problems of the existing water supply system in the city as they are getting 35 lpcd and are willing to cooperate in the proposed project. The field visits and interactions done with community persons of towns Katangi, Patan, Majholi, Sihora, Panagar, Bhedaghat and Tendukheda Nagar Parishad at Bhedaghat helped ascertain that no further survey and inventories are required. Appendix 2 provides a summary of consultations and discussions held in above mentioned towns.

V. LAND AVAILABILITY AND INVOLUNTARY RESETTLEMENT IMPACTS

18. No land acquisition or resettlement impacts are anticipated for any of the proposed civil works for Group water supply subproject. Narmada River is selected as common source for Katangi, Patan, Majholi, Sihora, Panagar, Bhedaghat and Tendukheda Nagar Parishad. Proposed Common Intake well, Common WTP, Common Raw water rising main, the Clear water feeder main and water distribution network are separate for towns etc.

19. Common Intake well: Proposed Intake well-constructed at Bhedaghat on the bank of Narmada River, there is proposed R.C.C. intake well of 10 m diameter and 14 m height to collect and lift water up to treatment works. The permission from Water Resource Department for extraction and construction is to be taken, making sure that its conditions for granting of NOC 20. Raw water rising main: Proposed common raw water rising main for Katangi, Patan, Majholi, Sihora, Bhedaghat,and Panagar towns. The proposed raw water rising main is 338 m long 600 mm dia. DI K9 from proposed Intake well to proposed WTP. 26 Common Water Treatment Plant: common WTP for all these cities having capacity of 27.00 MLD. The land identified for WTP is at distance of 338 m from intake well. The land is in possession of revenue department from years, it is not anticipated under MPUSIP. 21. Clear Water Sump well at new WTP: It is proposed of capacity of 850 KL of sump well at WTP for storing Clear water after treatment from WTP. The land belongs to Revenue department.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 17 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

22. Clear water sump at Majholi: There are four existing OHTs having 2 nos. 15 m staging and 2 nos. 18 m staging height. A huge head of pumps will be required to feed these tanks directly from the WTP., to avoid this an Intermediate pumping station at junction point (elevation 393.39m) a sump well of capacity 35KL is proposed considering 30 minutes detention time. The land is identified for pumping station is in possession of Revenue Department.

23. Clear Water Sump well at Sihora: There are four proposed OHTs having 2 nos. 10 m staging and 2 nos. 8 m & 11 m staging height, at ground level 401.47m, 418.62 m 418.09 m and 403.70 m. A huge head of pumps will be required to feed these tanks directly from the WTP., to avoid this a intermediate pumping station has been proposed for boosting the water at required head. An Intermediate pumping station at junction point (elevation 393.39m) a sump well of capacity 35KL is proposed considering 30 minutes detention time. 24. Clear Water Sump well near Basan and Break Pressure Tank (For Tendukheda): In Tendukheda there are two proposed OHTs having 13 m staging and 9 m staging height. For storing clear water by direct pumping from WTP sump to overhead tanks there will be not getting required pressure. An intermediate pumping station with a sump well of capacity 52 KL is proposed for 30 minutes detention time at junction point near Basan village (elevation 413.35m) where a break pressure tank on hill (capacity 52 KL) is also proposed. 25. Clear Water common Pump at WTP at Bhedaghat:It is proposed that clear water common pump for Katangi, Patan, Sihora, Panagar, Majholi, and Tendukheda except Bhedaghat Nagar Parishad. Separate pumping is proposed for Bhedaghat. Provision of 3 numbers Centrifugal type pump having discharge 18.34 MLD or 231.57 LPS and head of 99.37 m with suitable motor is proposed with 50 percent standby.

26. Clear water feeder main from WTP to different OHTs & sump for katangi, patan, majholi, sihora, panagar and tendukheda nagar parishad DIAMETER(mm) LENGTH(m) PIPE MATERIAL

150 4049 DI K-9 200 6274 DI K-9 250 30809 DI K-9 300 17300 DI K-9 450 33312 DI K-9 500 14680 DI K-9 600 15301 DI K-9 TOTAL 121725

27. Details of pipelines of clear water feeder main from WTP to Bhedaghat DIAMETER(mm) LENGTH(m) PIPE MATERIAL 150 392 DI K-9

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 18 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

200 4869 DI K-9 TOTAL 5261

28. Details of pipelines of clear water feeder main from sump well to majholi LENGTH(m) DIAMETER(mm) PIPE MATERIAL 100 1381 DI K9 150 440 DI K9 200 14 DI K9 Total 1835 m DI K9

29. Details of pipelines of clear water feeder main from sump well to sihora LENGTH(m) DIAMETER(mm) PIPE MATERIAL 200 2523 DI K9 250 424 DI K9 300 3350 DI K9 Total 6297 m DI K9

30. Details of pipelines of clear water feeder main from sump well to tendukhera pahari

LENGTH(m) DIAMETER(mm) PIPE MATERIAL 250 5866 DI K9 Total 5866 m DI K9

31. Details of pipelines of clear water feeder main from Tendukhera sump to OHTs water supply scheme LENGTH(m) DIAMETER(mm) PIPE MATERIAL 150 2048 DI K9 200 9235 DI K9 Total 11283 m DI K9

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 19 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

32. Summary of Clear Water Feeder Main DIAMETER(mm) LENGTH(m) PIPE MATERIAL

100 1381 DI K-9 150 6929 DI K-9 200 22915 DI K-9 250 37099 DI K-9 300 20650 DI K-9 450 33312 DI K-9 500 14680 DI K-9 600 15301 DI K-9 TOTAL 152267 m

33. Overhead Tank for Katangi: As per mass curve the total storage required is 0.705 ML. The cumulative existing storage capacity in the town is 0.60 ML. Hence additional storage of 0.105 ML or 105 KL is required. One ESR of 120 KL of 12 m staging height will be taken in the proposed scheme. 34. Overhead Tanks at Sihora: As per mass curve the total storage required is 3.182 ML. Presently there not OHT only GSRs exist. From GSR required pressure is not found in distribution line so GSRs are not taken into account. Total 3.182 ML storage is required. Hence 4 nos. of ESR of total 3190 KL will be taken in the proposed scheme. 35. Overhead Tanks at Panagar: total storage required is 1.040 ML. The cumulative existing storage capacity in the town is 0.55 ML. Hence additional storage of 0.49 ML or 490 KL is required. Total 570 KL will be taken in the proposed scheme. 36. Overhead Tanks at Bhedaghat: Intermediate Clear Water demand is 1.14 MLD. As per mass curve the total storage required is 0.415 ML. There is no existing OHT and requirement is 415 KL capacity of OHT. Hence 2 nos of total 420 KL capacity of OHT is proposed. 37. Overhead Tanks at Tendukheda: Intermediate Clear Water demand is 1.70 MLD. There is no existing OHT and requirement is 618 KL capacity of OHT. Hence 2 nos of total 625 KL capacity of OHT is proposed. 38. The Distribution network design of Katangi, Patan, Majholi, Sihora, Panagar, Bhedaghat and Tendukheda Nagar Parishad is done separately. These have been divided into different no. of zones. The total length of the proposed network is around 268032 m of diameter 110 mm to 280 mm HDPE PN 10 pipe. The minimum size of pipeline taken is 110 mm as per CPHEEO manual for population less than 50000. 39. Distribution network of katangi water supply augmentation scheme Distribution system of zone-1 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 6152 HDPE PN10 116.8 140 600 HDPE PN10 133.6 160 465 HDPE PN10

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 20 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

150.2 180 249 HDPE PN10 167 200 333 HDPE PN10 209 250 145 HDPE PN10 Total 7,944

40. Details of pipeline of distribution system of zone-2 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 5,803 HDPE PN10 116.8 140 829 HDPE PN10 133.6 160 280 HDPE PN10 150.2 180 126 HDPE PN10 167 200 134 HDPE PN10 209 250 414 HDPE PN10 Total 7,587

41. Details of pipeline of distribution system of zone-3 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 8,355 HDPE PN10 116.8 140 561 HDPE PN10 133.6 160 958 HDPE PN10 150.2 180 962 HDPE PN10 167 200 51 HDPE PN10 209 250 210 HDPE PN10 Total 11,097 42. Details of pipeline of distribution system of zone-4 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 2,728 HDPE PN10 116.8 140 391 HDPE PN10 133.6 160 509 HDPE PN10 150.2 180 52 HDPE PN10 167 200 106 HDPE PN10 209 250 134 HDPE PN10 Total 3,920

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 21 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

43. Distribution network of Patan water supply scheme Details of pipeline of distribution system of zone-1 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL

91.6 110 14931 HDPE PN10 116.8 140 1,985 HDPE PN10 133.6 160 1,041 HDPE PN10 150.2 180 927 HDPE PN10 167 200 786 HDPE PN10 209 250 1,161 HDPE PN10 234.2 280 254 HDPE PN10 Total 21,085

44. Distribution network of Majholi water supply augmentation scheme Details of pipeline of distribution system of zone-1 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 3952 HDPE PN10 116.8 140 109 HDPE PN10 133.6 160 136 HDPE PN10 150.2 180 75 HDPE PN10 167 200 88 HDPE PN10 Total 4,359

45. Details of pipeline of distribution system of zone-2 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 3906 HDPE PN10 116.8 140 75 HDPE PN10 133.6 160 109 HDPE PN10 150.2 180 129 HDPE PN10 167 200 179 HDPE PN10 Total 4,398

46. Details of pipeline of distribution system of zone-3 Pipe Details

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 22 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 11228 HDPE PN10 116.8 140 553 HDPE PN10 133.6 160 648 HDPE PN10 150.2 180 197 HDPE PN10 167 200 173 HDPE PN10 209 250 83 HDPE PN10 Total 12,883

47. Details of pipeline of distribution system of zone-4 Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL

91.6 110 9207 HDPE PN10 116.8 140 81 HDPE PN10 133.6 160 260 HDPE PN10 150.2 180 142 HDPE PN10 167 200 48 HDPE PN10 Total 9,738

48. Sihora water supply augmentation scheme Details of pipeline of distribution system of zone-1 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 18189 HDPE PN10 116.8 140 730 HDPE PN10 133.6 160 691 HDPE PN10 150.2 180 242 HDPE PN10 167 200 474 HDPE PN10 209 250 23 HDPE PN10 234.2 280 64 HDPE PN10 Total 20,414

49. Details of pipeline of distribution system of zone-2 Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL

91.6 110 21939 HDPE PN10 116.8 140 1,273 HDPE PN10 133.6 160 628 HDPE PN10 150.2 180 786 HDPE PN10

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 23 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

167 200 2,384 HDPE PN10 209 250 585 HDPE PN10 234.2 280 203 HDPE PN10 Total 27,797

50. Details of pipeline of distribution system of zone-3 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL

91.6 110 10834 HDPE PN10 116.8 140 1,069 HDPE PN10 133.6 160 404 HDPE PN10 150.2 180 144 HDPE PN10 167 200 213 HDPE PN10 209 250 211 HDPE PN10 234.2 280 124 HDPE PN10 Total 12,999

51. Details of pipeline of distribution system of zone-4 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 16060 HDPE PN10 116.8 140 1,290 HDPE PN10 133.6 160 443 HDPE PN10 150.2 180 74 HDPE PN10 167 200 620 HDPE PN10 209 250 1,256 HDPE PN10 234.2 280 185 HDPE PN10 Total 19,928

52. Panagar water supply augmentation scheme Details of pipeline of distribution system of zone-1 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL

91.6 110 2816 HDPE PN10 116.8 140 316 HDPE PN10

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 24 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

133.6 160 650 HDPE PN10 150.2 180 138 HDPE PN10 167 200 282 HDPE PN10 209 250 25 HDPE PN10 Total 4,227 53. Details of pipeline of distribution system of zone-2 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 4566 HDPE PN10 133.6 160 57 HDPE PN10 150.2 180 59 HDPE PN10 Total 4,681 54. Design of distribution system of zone-3 Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 7865 HDPE PN10 116.8 140 1,460 HDPE PN10 133.6 160 63 HDPE PN10 150.2 180 127 HDPE PN10 167 200 316 HDPE PN10 209 250 70 HDPE PN10 Total 9,901

55. Details of pipeline of distribution system of zone-4 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 11521 HDPE PN10 116.8 140 745 HDPE PN10 133.6 160 576 HDPE PN10 150.2 180 115 HDPE PN10 167 200 541 HDPE PN10 209 250 234 HDPE PN10 234.2 280 442 HDPE PN10 Total 14,174

56. Details of pipeline of distribution system of zone-5 Pipe Details

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 25 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 7279 HDPE PN10 116.8 140 708 HDPE PN10 133.6 160 471 HDPE PN10 150.2 180 8 HDPE PN10 167 200 591 HDPE PN10 209 250 252 HDPE PN10 234.2 280 281 HDPE PN10 Total 9,590

57. Distribution network of Bhedaghat water supply augmentation scheme Details of pipeline of distribution system of zone-1 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 9526 HDPE PN10 Total 9,526 58. Details of pipeline of distribution system of zone-2 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL

91.6 110 14588 HDPE PN10 Total 14,588 59. Distribution network of Tendukhera water supply augmentation scheme Details of pipeline of distribution system of zone-1 Pipe Details

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL

91.6 110 11377 HDPE PN10 116.8 140 975 HDPE PN10 133.6 160 1,936 HDPE PN10 150.2 180 893 HDPE PN10 167 200 142 HDPE PN10 209 250 255 HDPE PN10 Total 15,577 60. Details of pipeline of distribution system of zone-2 Pipe Details

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 26 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Inner Dia(MM) Outer Dia(MM) LENGTH(M) MATERIAL 91.6 110 18168 HDPE PN10 116.8 140 93 HDPE PN10 133.6 160 1,428 HDPE PN10 150.2 180 952 HDPE PN10 167 200 717 HDPE PN10 209 250 260 HDPE PN10 Total 21,619

61. The ULBs shall apply for No Objection Certificate (NOC) from WRD for raw water extraction and construction of Intake well at source. The other sites are revenue land (GoMP), for construction of the proposed water works ULB has to take NOC or transfer of land.

62. Measures will be taken to minimize excavation, disturbance to pedestrians and traffic and avoid income loss to businesses, while minimizing road reconstruction costs. Temporary impacts to traffic/access to shops and residences due to digging of pits for trenchless pipe laying are possible during construction; however, these will be mitigated by ensuring access to properties through provision of pedestrian planks, provision of adequate signage, and careful traffic management.

63. Mobile hawkers will be assisted to move to places nearby, to ensure their earnings are not affected. The weekly market day will be avoided for construction. Only mobile vendors will be shifted to a nearby location during the period of construction and assistance to shift will be provided by the contactor. No income loss is anticipated.

64. In case temporary shifting of vendors with temporary structures is necessary, such shifting will be undertaken on a weekly holiday, to avoid income loss on the day(s) of shifting. The vendors will be assisted to shift and will be able to continue plying their trade during the construction period at the alternative location. Potential disruption of water supply to existing consumers is possible during construction, and will be mitigated through supply by water tankers.

65. House Service connections: Provision of house service connections will involve tapping from a distribution main/ sub-main including one tapping saddles, elbows, service pipe from tapping point to the chamber near property boundary or inside the property boundary .The work will involve excavation and road restoration. Each connection will include a domestic water meter: Installation of AMR compatible water meters for each house service water connection is envisaged.

66. Potential temporary impacts to traffic/access to shops and residences due to digging and excavation for pipe laying are possible during construction; however, these will be

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 27 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

mitigated by ensuring access to properties through provision of pedestrian planks, provision of adequate signage, and careful traffic management.

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VI. BUDGET

67. A provisional budget for consultation, communication, grievance redress, awareness generation, and mitigation measures such as tanker supply to existing consumers if supply is affected during construction is included in the DDR for Katangi, Patan, Majholi, Tendukheda, Sihora, Bedaghat, Panagar and overall subproject costs.

Table 5. Budget S.no Description Target Estimated Source of fund group/area cost 1 Consultation Stakeholder and INR 150,000; Included in communities subproject cost 2 Communication, awareness subproject area INR 1500,000 Included in generation and grievance (grievance cell subproject cost redress zone wise) 3 Tanker supply for areas areas where INR 650,000 Included in where existing water supply supply is subproject cost disrupted during construction disrupted 4 10% contingencies INR 230,000 Included in subproject cost Total INR 25,30,000

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VII. CONCLUSIONS

A. Summary and Conclusions

68. No IR impacts are assessed at identified sites for sub-project components of Katangi , Patan,Majholi , Tendukheda , Sihora , Bedaghat, Panagar, as adequate vacant land is available for the proposed facilities, within the compounds of government lands. The intake well is proposed to be constructed on Water Resource Department Land, for which NOC is under approval. The proposed site WTP and OHTs is under the possession of revenue Department. The land record of this sites are appended to the DDR. For linear components (pipe laying) or those proposed along government road ROWs, temporary disruption to road users, pedestrians and community members will be avoided. In the most congested zones of Katangi , Patan,Majholi , Tendukheda , Sihora , Bedaghat, Panagar safety measures and simple mitigation measures during construction by the contractor such as provision of planks for pedestrian access to shops, avoidance of weekly haat days for construction, undertaking construction on weekly market holidays, and proper traffic management and information sharing with the public, will be adopted. A budgetary provision is made for costs likely to be incurred for impact mitigation.

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Annexure 1: Site Photographs 1. Bhedaghat

WTP Location Intake Well Location

OHT-1 Location OHT-2 Location

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Katangi

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Majholi

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Panagar

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Patan

Sihora

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Annexure 1: Details of Land Ownership of Sites for Proposed Water Works Components Component Location Ownership of Plot No. Land Availability of Status of NOC Sites Land proposed (Khasra required land Record No)/available (Sqm/ha) Intake well on Narmada Owned by Revenue 50sqm Yes NOC to be obtained river (near department by ULB from Gram- 56 Revenue Mubarakabad) department

Water near existing owned by Revenue 156 Available Yes Land in possession Treatment WTP Department land 10.211 of ULB Plant hacter

OHT at near existing owned by Revenue Yes Land in possession Katangi Defunct OHT Department 136/3,137/3 of Revenue Department

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OHT-1 at Ward no 4, owned by Revenue 197/2 Yes Land in Sihora Sayad Baba Department possession of Toriya Revenue Department

OHT-3 at Ward No 13, owned by Revenue 230/1 Yes Land in Sihora DANAV Baba Department possession of Toriya Revenue Department

OHT-1 at Ward no.9 in owned by Revenue 685/30 Yes Land in Tendukheda front of Module Department possession of Revenue Department

OHT-2 at Ward no.10 owned by Revenue 579/1a Yes Land in Tendukheda Department possession of Revenue Department

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Appendix 3 : Summary of Consultation with Stakeholders Date Location No. of Participants Topics Discussed Issues Participants 2nd 30 Elected • Present drinking water • Nagar Parishad is operating the water supply April M=23 representatives, supply source and its system for the town, but capacity to be further 2016 F=07 Chairperson of condition built. ULB, Chief • Need of improvement of • The Chairman of the ULB expressed need for the Municipal the present situation project and willingness to take it up; Officer, Revenue • Briefing on project • The Nagar Parishads do not have capacity or department, objectives probable resources to be party to sharing the loan elder implementation repayment. person procedures • The prime concern and apprehension of the ULB • Potential positive and Chairman regarding the project was whether it negative impacts due to will be a financial burden on the Nagar Parishad. project implementation • Operation and maintenance of the facilities • Land use and area to be developed under the project and community covered under the project participation; • The official from revenue department gave consent of speedy allotment for required land for project.

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3rd Ward -05 M=15 Community • Briefing on project • None of the people knew about the proposed April F=3 persons objectives probable project. On learning about the project, they 2016 T=18 implementation expressed that they were happy that the entire procedures community would be benefited from the • Potential positive and upgraded water supply. negative impacts due to • Slum dwellers showed willingness to take water project implementation connections but demanded relaxation in user • Experiences sharing on - charges. livelihood activities, • People were briefed about the complaint redress Resettlement and mechanism. Rehabilitation, women empowerment, tribal development, health, education, convergence with existing government social security schemes

etc.  Grievance Redress procedures 3rd ward 10 Total= 20 F=8 Slum community • Knowledge of project • Women had heard about the proposed project April , • Present water supply and welcomed it as women are facing many 2016 M=12 situation: only half an problem in fetching water for hours.. hours of supply alternate • Some participants did not have water day connections. The women were happy to learn • Drinking water user about the proposed project. charge • Possibility of exempting the poor and vulnerable from user charge payment.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 41 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

4th ward no. Total - 25 Community • Status of existing drinking • The area has insufficient and inadequate drinking April 03 (Female 10, members (Low water supply system; water supply. Water from two tube wells is presently supplied to the area/community. The 2016 Male - 15) income group; the • Need for improvements to men work as daily present system; area faces severe water crisis during the summer

laborers and the • Relevant information of season when the ground water level drops. women are the upcoming project and • The community welcomed the project and housewives) benefits of the project. expressed need for it. However, they were • Potential positive and apprehensive that their economic condition negative impacts due to would prevent them from paying water user project implementation charges. • Ensuring no income loss • Possibility of exempting the poor and vulnerable from user charge payment. 4th Market Total= 20 Street vendors and • Temporarily shifting of • As excavation may not be possible at night as April area M=15,F=05 shopkeepers weekly vegetable labour may not get agree to work in night shift, 2016 market during construction will be undertaken with care to avoid excavation. the weekly haat day, such that no income loss • Shifting of Street takes place due the civil work. vendors. • Mobile vendors will be given sufficient notice and • Shifting or adjusting assistance to shift to nearby locations, so that extended potion of they do not face income loss. Mobile street vendors agreed to the proposal. shopkeepers. • Some small restaurant/food stall owners expressed a concern that dust during excavation may fall on / spoil eatables. Mitigation measures such as spraying of water on the excavated soil particularly around such restaurants/food stalls to ensure there is no dust flying around and other appropriate measures as per IEE shall be taken during construction. Note: Boatmen and washermen were not observed near the proposed intake well location on Narmada river, hence need for a separate consultation with them was not perceived.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 42 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Annexure 2: Stakeholder Consultation photographs and list of participants

Stakeholder Consultation

Katangi

Community consultation

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Majholi

Patan

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 44 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 45 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 46 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Appendix-5. INVOLUNTARY RESETTLEMENT SCREENING CHECKLIST A. Introduction

1. Each project/subproject/component needs to be screen for any involuntary resettlement impacts and indigenous people impacts which will occur or already occurred. This screening determines the necessary action to be done by the project team.

B. Information on project/subproject/component: a. District/ Administrative Name:Jabalpur b. Location (km): Katangi 80 Kms c. Civil work dates (proposed): NA d. Technical Description: Katangi-Water Supply Subproject C. Screening Questions for Involuntary Resettlement Impact 2. Below is the initial screening for involuntary resettlement impacts and due diligence exercise. Both permanent and temporary impacts must be considered and reported in the screening process. Involuntary Resettlement Impacts Yes No Not known Remarks

Will the project include any physical Construction of OHT and distribution construction work? V network proposed.

Does the proposed activity include On the existing OHT which will be upgrading or rehabilitation of existing integrated into the proposed system, no physical facilities? rehabilitation work is proposed. Only SCADA will be installed on the existing V OHT.

Will there be permanent land acquisition? V

Will it require temporary land acquisition? V

Is the ownership status and current usage of All sites where facilities are proposed the land known? belong to Revenue Department and are V vacant.

Are there any non-titled people who live or Land is vacant and unused. earn their livelihood at the site or within the corridor of impact (COI) / Right of Way (ROW)? V

Will there be loss of housing? V

Will there be loss of agricultural plots? V

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Will there be losses of crops, trees, and fixed As distribution lines are proposed along assets (i.e. fences, pumps, etc.)? roads in the town (within available road RoW) no losses to crops, trees and fixed assets are envisaged. In case of any damage to property (of titleholders or non- titleholders) during construction, the V contractor will be required to

Will there be loss of businesses or enterprises? V

Will there be loss of incomes and livelihoods?

V

Will people lose access to facilities, services, Any disruption of public facilities or or natural resources? services will be taken care of during excavation.Grievance redress cell will be formed wardwise to settle the grievances V early.

Will any social or economic activities be affected by land use-related changes? V

Will people lose access to natural resources, or common property resources, or communal facilities and/or services? V

If land use is changed will it have an adverse impact on social and economic activities? V

Will access to land and resources own communally or by the state be restricted? V

Are any of the affected persons (AP) from indigenous or ethnic minority groups? V D. Involuntary Resettlement Impact

3. After reviewing the answers above, EA/ Safeguard Team confirms that the proposed subsection/ section/ subproject/component (tick as appropriate): [ ] Has involuntary resettlement (IR) impact, a resettlement plan (or corrective action plan) is required [ Y ] Has No IR impact, no resettlement plan is required.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 48 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Prepared By: L N Malviya Verified by:

Signature:

Name:Chandan Signature: Position: project coordinator Name:

Position:

Date: 21.05.2016 Date:

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Annexure 5: Land records

Katangi : Khasra details of Proposed OHT site

Note: Khasra is land record maintained by the state government, which depicts for each land parcel, the parcel number, ownership, area and landuse. The Khasra/land record is usually accompanied by a scaled map. The above records depict that the proposed OHT site is owned by government and has an area of 1.874 hectares.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 50 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 51 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 52 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

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DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Bhedaghat –Khasra details of WTP

Note: The above records shows that the proposed WTP at Bhedaghat site khasra no. 74 & 75 are owned by government and has an area of 6.710 and 13.290 hectares.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 55

DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Note: Khasra is land record maintained by the state government, which depicts for each land parcel, the parcel number, ownership, area and landuse. The Khasra/land record is usually accompanied by a scaled map. The above records depict that the proposed WTP at Bhedaghat site is owned by government and has an area of 6.710 and 13.290 hectares.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 55 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Land records of Tendukheda

Note: Khasra is land record maintained by the state government, which depicts for each land parcel, the parcel number, ownership, area and landuse. The Khasra/land record is usually accompanied by a scaled map. The above records depict that the proposed OHT site at tendukheda is owned by government and has an area of 4.724 hectares.

M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 56 DDR of Group WSS (Katangi, Bhedaghat ,Majholi , Panagar ,Patan,Sihora,Tendukheda) -IR

Note: Khasra is land record maintained by the state government, which depicts for each land parcel, the parcel number, ownership, area and landuse. The Khasra/land record is usually accompanied by a scaled map. The above records depict that the proposed OHT-2 site at tendukheda is owned by government and has an area of 4.000 hectares.

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Annexure 6: Certificate of CMO Sihora

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CMO certificate Tendukheda

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CMO certificate of Katangi

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