Due Diligence Report – Social Safeguards (Land … · Package Number: MPUSIP-5B ... Khasra...

Due Diligence Report – Social Safeguards (Land Acquisition and Resettlement) Project number: 42486-016 August 2016

IND: Madhya Pradesh Urban Services Improvement

Program – Water Supply Improvement in Katangi,

Bhedaghat, Majholi, Panagar, Patan, Sihora 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) Jabalpur 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

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

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 India

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


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

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

IMPACTS

10

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

Katangi Water Supply Subproject and their

involuntary resettlement impact status

12

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

Consultation

29

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


M/s L N Malviya Infra Projects Pvt. Ltd Bhopal 1

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



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 Jabalpur district, 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.



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.



f. Panagar: Geographically, Panagar lies between 23°9'58"N and 79°56'33"E.

Panagar is situated on NH – 7 connecting Nagpur – Katni. 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

2011 census

137838

4 Projected

Population-



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


1 Town Katangi

2 District Jabalpur

3 Location 38 Km. from Jabalpur

4 Geographical Co-

ordinate

Latitude 23° 27'49’’ N

Longitude 79° 47'38’’ E


2011 census

19040

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

Demand

@ 70 LPCD

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)



8.3 Overhead

Tank/GSR

Location of

OHTs/GSRs

Capacity (in KL) Staging

Height

Nagar

Parishad

Ward no.5

OHT 150

KL(Structurally

good and it is in

use)

12 m

Ward no.12 OHT 200 KL 15 m

(Structurally good

and it is in use)

Ward no.15 OHT 250 KL

(Structurally good

and it is in use)

12 m

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


1 Town Patan

2 District Jabalpur


4 Geographical Co-

ordinate

Latitude 220 31’ 48’’ N Longitude

790 25’ 12’’ E


2011 census

14624

6 Projected

Population-

6.1 In year 2016 15525



6.2 In year 2018 15885

6.3 In year 2033 18587

6.4 In year 2048 21289

7 Projected Water

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


Surface source: Nil


8.3 Overhead

Tank/GSR

Location of

OHTs/GSRs


Height


(Structurally good

and it is in use)

15 m


150-250 ACP, GI


950 70


60/- 90/-

3.Salient Features of the Majholi


1 Town Majholi

2 District Jabalpur


4 Geographical Co-

ordinate

Latitude 23° 30' 0’’ N

Longitude 79° 55' 12’’ E




2011 census

13210

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

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


Surface source: Suhar River


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

Tank/GSR

Location of

OHTs/GSRs


Height

Ward no.1 OHT 100

KL(Structurally

good and it is in

use)

15 m


(Structurally good

and it is in use)

15 m


(newly onstructed)

18 m

Ward no 15 180 KL (newly

constructed)

18 m




50-150 ACP, GI


400 03


40/- 70/-

4.Salient Features of the Sihora


1 Town Sihora

2 District Jabalpur


4 Geographical Co-

ordinate

Latitude 23° 28’ 48’’ N

Longitude 80° 7' 12’’ E


2011 census

44062

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

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


Surface source: Hiran River


Intake well 1 No. 6m Dia. & 18 m height (Cons.Yr.1973)

WTP 4 MLD, 42 years old

8.4 Dia.( mm) Material Condition



Clear water rising

main

160 PVC

Not useful

8.5 Overhead

Tank/GSR

Location of

OHTs/GSRs

Capacity (in KL)

Ward no. 4 GSR 300 KL

Ward no.14 GSR 400 KL

Ward no.18 GSR 200 KL


110 PVC, GI


5488 115


80/- 120/-

5.Salient Features of the Bhedaghat

S.No

.

Particulars Details

1 Town Bhedaghat

2 District Jabalpur


4 Geographical Co-

ordinate

Latitude 23°13°N Longitude

79°80°E


2011 census

4571

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

Demand

@ 135 LPCD


7.2 In year 2016 0.82 MLD



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


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.


30/- 60/-

6.Salient Features of the Panagar


1 Town Panagar

2 District Jabalpur


4 Geographical Co-

ordinate

Latitude 23°9'58"N Longitude 79°56'33"E


2011 census

27932

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

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



8.0 Existing Water

Supply System

8.1 Water Source Ground water: Tube well (23Nos. working)

Surface source: Nil


8.3 Overhead Tank/GSR

Location of

OHTs/GSRs


Height

Ward no.8 OHT 200 KL (Structurally good and it is in use)

15 m


(Structurally good and it is in use)

12.5 m


(Structurally good and it is in use)

15.0 m


110 PVC, GI


1989


70/- 100/-

7. Salient Features of the Tendukheda


1 Town Tendukheda

2 District Damoh

3 Location 52 Km. from Damoh

4 Geographical Co-

ordinate

Latitude 23° 23'59’’ N Longitude

79° 32'59’’E


2011 census

14399

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



7 Projected Water

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


Surface source:



110 PVC, GI


2000 07


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.



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

(2016)

0.71

MLD

MLD MLD 2.14 1.13

2 Commission

ing year

(2018.)

1.06

MLD

2.04

MLD

1.35

MLD

2.63 1.56

3 Design year

(2048)

1.47

MLD

2.37

MLD

1.53

MLD

3.06 2.06

II. Source

1 Alternatives

2 Selected

source

Narmada River



Particulars Bhedaghat Katangi Majholi Panagar Patan Sihora Tendukheda

III. Proposed

system

1 From

source to

consumer

supply

Raw water abstraction from Narmada river → raw water transmission (pumping) →

treatment → clear water transmission (pumping) → storage → distribution → house

connections with meters

IV. Proposed components

1 Water

intake

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

2 Pumping

stations

Three nos. vertical turbine type pump with 50% as standby is proposed at intake well. The

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

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.

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

1. 200 KL

2. 220 KL

proposed

OHT of

120 KL of staging height 12m

Not

applicable

Three OHTs proposed of capacity

1. 500KL

2. 200KL

3. 600KL

Not

applicable

Four OHTs proposed 1. 920 KL

2. 1020KL

3. 630 KL

4. 620 KL

Two OHTs proposed of capacity

1. 300 KL

2. 325 KL

6 Clear water

transmission

150 to 200

mm pipes

dia DI- K9

pipes from WTP to Bhedaghat

.

mm dia DI

pipe From

the clear

water

sump (at

WTP) to

service reservoirs

Location:

Governme

nt owned

feeder main from sump well to

majholi

Length

-1835m

Dia- 100

to

200 mm DI

CLEAR

WATER

FEEDER

MAIN

FROM

SUMP

WELL TO

SIHORA

Length -

6297 m

CLEAR

WATER

FEEDER

MAIN

FROM

SUMP WELL TO TENDUKHE

RA PAHARI

Length -

5866 m



lands and

along

public

roads

K9

Pipes

Dia- 200 to 300 mm DI

K9 Pipes

Dia- 250 mm

DI K9 Pipes

7 Distribution

network

24114 m

– 110 mm

dia HDPE

pipes

Location: Along the public roads in the entire town.

30548 m –

110 mm to

250 mm

HDPE

(75%

pipes are

of less

than 110

mm dia

Location:

Along the

public

roads in

the entire

town.

31378

m –

110 mm

to 250

mm

HDPE

(90% pipes are

of less

than

110 mm dia

Location:

Along the

public

roads in

the entire

town.

42573 m

– 110 mm

to

2

50 mm

HDPE

(79%

pipes are

of less

than 110

mm dia

Location:

Along the

public

roads in

the entire

town.

21085

m –

110 mm to

280 mm

HDPE

(70%

pipes are

of less

than

110 mm

dia

Location:

Along the

public

roads in

the entire

town.

81138 m –

110 mm to

250 mm

HDPE

(75%

pipes are

of less

than 110

mm dia

Location:

Along the

public

roads in

the entire

town.

37196 m – 110 mm to 250 mm

HDPE

(79.4%

pipes are of

less than

110 mm dia

Location:

Along the

public roads

in the entire

town.

8 Bulk flow

meters

Electromagnetic Bulk flow meter will be installed to monitor the bulk flow in the main

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

connects

with meters

Total 10284 house connections proposed (for all towns)

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.



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.



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


150 392 DI K-9



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


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


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


150 2048 DI K9

200 9235 DI K9

Total 11283 m DI K9



32. Summary of Clear Water Feeder Main


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



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


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


Pipe Details


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


Pipe Details


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



43. Distribution network of Patan water supply scheme Details of pipeline of

distribution system of zone-1

Pipe Details


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


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


Pipe Details


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


Pipe Details




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



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


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



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



167 200 2,384 HDPE PN10

209 250 585 HDPE PN10

234.2 280 203 HDPE PN10

Total 27,797


Pipe Details


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


Pipe Details


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


91.6 110 2816 HDPE PN10

116.8 140 316 HDPE PN10



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


Pipe Details


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


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


Pipe Details


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


Pipe Details




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


91.6 110 9526 HDPE PN10

Total 9,526


Pipe Details


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


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


Pipe Details




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



mitigated by ensuring access to properties through provision of pedestrian planks,

provision of adequate signage, and careful traffic management.



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

group/area

Estimated

cost

Source of fund

1 Consultation Stakeholder and

communities

INR 150,000; Included in

subproject cost

2 Communication, awareness

generation and grievance

redress

subproject area

(grievance cell

zone wise)

INR 1500,000 Included in

subproject cost

3 Tanker supply for areas

where existing water supply

disrupted during construction

areas where supply is

disrupted

INR 650,000 Included in

subproject cost

4 10% contingencies INR 230,000 Included in

subproject cost

Total INR 25,30,000



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.



Annexure 1: Site Photographs

1. Bhedaghat

WTP Location

Intake Well Location

OHT-1 Location

OHT-2 Location



Katangi



Majholi



Panagar





Patan

Sihora





Annexure 1: Details of Land Ownership of Sites for Proposed Water Works Components

Component Location Ownership of

Land proposed Plot No. (Khasra No)/available

Land

required

(Sqm/ha)

Availability of

land Record Status of NOC Sites

Intake well on Narmada river (near Gram- Mubarakabad)

Owned by Revenue

department

56

50sqm Yes NOC to be obtained

by ULB from

Revenue

department

Water Treatment Plant

near existing WTP

owned by Revenue

Department 156 Available

land 10.211

hacter

Yes Land in possession

of ULB

OHT at

Katangi near existing

Defunct OHT owned by Revenue

Department 136/3,137/3

Yes Land in possession

of Revenue

Department



OHT-1 at

Sihora Ward no 4, Sayad Baba Toriya

owned by Revenue

Department 197/2 Yes Land in

possession of

Revenue

Department

OHT-3 at

Sihora Ward No 13, DANAV Baba Toriya

owned by Revenue


possession of

Revenue

Department

OHT-1 at Tendukheda

Ward no.9 in

front of Module owned by Revenue


possession of

Revenue

Department

OHT-2 at Tendukheda

Ward no.10 owned by Revenue

Department 579/1a Yes Land in

possession of

Revenue

Department



Appendix 3 : Summary of Consultation with Stakeholders

Date Location No. of

Participants

Participants Topics Discussed Issues

2nd

April

2016

30

M=23

F=07

Elected representatives, Chairperson of ULB, Chief Municipal Officer, Revenue department, elder person

• Present drinking water supply source and its condition

• Need of improvement of the present situation

• Briefing on project objectives probable implementation procedures

• Potential positive and negative impacts due to project implementation

• Land use and area to be covered under the project

• Nagar Parishad is operating the water supply system for the town, but capacity to be further built.

• The Chairman of the ULB expressed need for the project and willingness to take it up;

• The Nagar Parishads do not have capacity or resources to be party to sharing the loan repayment.

• The prime concern and apprehension of the ULB Chairman regarding the project was whether it will be a financial burden on the Nagar Parishad.

• Operation and maintenance of the facilities developed under the project and community participation;

• The official from revenue department gave

consent of speedy allotment for required land for

project.



3rd

April

2016

Ward -05 M=15

F=3

T=18

Community

persons

• Briefing on project objectives probable implementation procedures


• Experiences sharing on - livelihood activities,

Resettlement and

Rehabilitation, women

empowerment, tribal

development, health,

education, convergence

with existing government

social security schemes

• None of the people knew about the proposed project. On learning about the project, they expressed that they were happy that the entire community would be benefited from the upgraded water supply.

• Slum dwellers showed willingness to take water connections but demanded relaxation in user charges.

• People were briefed about the complaint redress

mechanism.

etc.

� Grievance Redress

procedures

3rd

April

2016

ward 10 Total= 20 F=8

,

M=12

Slum community • Knowledge of project

• Present water supply situation: only half an hours of supply alternate day

• Drinking water user

charge

• Women had heard about the proposed project and welcomed it as women are facing many problem in fetching water for hours..

• Some participants did not have water connections. The women were happy to learn about the proposed project.

• Possibility of exempting the poor and vulnerable

from user charge payment.



4th

April

2016

ward no.

03

Total - 25

(Female 10,

Male - 15)

Community

members (Low income group; the men work as daily laborers and the women are housewives)

• Status of existing drinking water supply system;

• Need for improvements to present system;

• Relevant information of the upcoming project and benefits of the project.


• Ensuring no income loss

• The area has insufficient and inadequate drinking water supply. Water from two tube wells is presently supplied to the area/community. The area faces severe water crisis during the summer season when the ground water level drops.

• The community welcomed the project and expressed need for it. However, they were apprehensive that their economic condition would prevent them from paying water user charges.

• Possibility of exempting the poor and vulnerable

from user charge payment.

4th

April

2016

Market

area

Total= 20

M=15,F=05

Street vendors and

shopkeepers

• Temporarily shifting of weekly vegetable market during excavation.

• Shifting of Street

vendors.

• Shifting or adjusting

extended potion of

shopkeepers.

• As excavation may not be possible at night as labour may not get agree to work in night shift, construction will be undertaken with care to avoid the weekly haat day, such that no income loss takes place due the civil work.

• Mobile vendors will be given sufficient notice and assistance to shift to nearby locations, so that they do not face income loss. Mobile street vendors agreed to the proposal.

• 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.



Annexure 2: Stakeholder Consultation photographs and list of participants

Stakeholder Consultation

Katangi

Community consultation



Patan

holi Maj







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 work? �

Construction of OHT and distribution

network proposed.

Does the proposed activity include

upgrading or rehabilitation of existing

physical facilities?

�

On the existing OHT which will be

integrated into the proposed system, no

rehabilitation work is proposed. Only

SCADA will be installed on the existing

OHT.

Will there be permanent land acquisition? �

Will it require temporary land acquisition? �

Is the ownership status and current usage of

the land known?

�

All sites where facilities are proposed

belong to Revenue Department and are

vacant.

Are there any non-titled people who live or

earn their livelihood at the site or within the

corridor of impact (COI) / Right of Way

(ROW)?

�

Land is vacant and unused.

Will there be loss of housing? �

Will there be loss of agricultural plots? �



Will there be losses of crops, trees, and fixed

assets (i.e. fences, pumps, etc.)?

�

As distribution lines are proposed along 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

contractor will be required to

Will there be loss of businesses or

enterprises? �

Will there be loss of incomes and livelihoods?

�

Will people lose access to facilities, services,

or natural resources?

�

Any disruption of public facilities or

services will be taken care of during

excavation.Grievance redress cell will be

formed wardwise to settle the grievances

early.

Will any social or economic activities be

affected by land use-related changes? �

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

services? �

If land use is changed will it have an

adverse impact on social and economic

activities?

�

Will access to land and resources own

communally or by the state be restricted?

�

Are any of the affected persons (AP)

from indigenous or ethnic minority

groups?

�

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.



Prepared By: L N Malviya

Signature:

Name:Chandan

Verified by:

Signature:

Position: project coordinator Name:

Position:

Date: 21.05.2016 Date:



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.








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.







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.






The above records depict that the proposed OHT site at tendukheda is owned by government

and has an area of 4.724 hectares.

Land records of Tendukheda






The above records depict that the proposed OHT-2 site at tendukheda is owned by government

and has an area of 4.000 hectares.



Annexure 6: Certificate of CMO Sihora



CMO certificate Tendukheda



CMO certificate of Katangi

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Due Diligence Report – Social Safeguards (Land … · Package Number: MPUSIP-5B ... Khasra...

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