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1
CONTRACTOR’S
ENVIRONMENT AND SOCIAL ASSESSMENT
(October, 2020)
Construction of
Sewerage Network and Sewage Treatment Plant
At
SHAJAPUR
Sub -Project of
Madhya Project Urban Development Project (MPUDP)
DPR Assessment done by
M/s LN Malviya Infra projects Pvt. Ltd., Bhopal
Updated by DRBO Contractor
P. Das Infrastructure, Ahmedabad
Madhya Pradesh Urban Development Company Limited
Amarkantak Bhawan, Press Complex, Zone 1, M.P. Nagar, Bhopal
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TABLE OF CONTENTS
EXECUTIVE SUMMARY .......................................................................................................................... 9
Introduction: .................................................................................................................................................. 9
Proposed Intervention: .................................................................................................................................. 9
Baseline Environment Profile ..................................................................................................................... 20
Assessment of Anticipated Impacts (Summary of Impacts of the proposed project) ................................ 21
Stakeholders / Public Consultation and Concerns ...................................................................................... 24
Tribal and Vulnerable Population Identification and Assessment of Shajapur .......................................... 25
Environmental and Social Management Plan (Environmental and Social Mitigation Measures) .............. 26
1. INTRODUCTION .............................................................................................................................. 31
1.3 Objectives of ESA study ..................................................................................................................... 32
1.4. Terms of Reference (ToR) for the ESA process .................................................................................. 32
1.5 Methodology ....................................................................................................................................... 33
1.6 Analysis of Alternatives: ....................................................................................................................... 34
1.7 Impact Assessment and Analysis ......................................................................................................... 35
1.8. Mitigation and Monitoring ................................................................................................................... 35
1.8.1. Mitigation .......................................................................................................................................... 35
1.8.2. Monitoring ........................................................................................................................................ 35
2. PROJECT DESCRIPTION................................................................................................................. 36
2.1 Description of Project Area ................................................................................................................ 36
2.1.1 Background ............................................................................................................................. 36
2.1.2 Objective of the Project ........................................................................................................... 36
2.2 Existing Water Supply and Sanitation System ................................................................................... 37
2.2.1 Status of existing Water Supply and Sewerage System in the Town ...................................... 37
2.3 Need for the Project ............................................................................................................................ 40
2.4 The Proposed Sub-Project at Shajapur ............................................................................................... 40
3. LEGAL, POLICY AND ADMINISTRATIVE FRAMEWORK ....................................................... 48
3.1. Regulatory Framework - Environmental ................................................................................ 48
3.2. World Bank Safeguard Policies .............................................................................................. 52
4. BASELINE ENVIRONMENT AND SOCIAL PROFILE ................................................................. 61
4.1. Baseline Study ........................................................................................................................ 61
4.2. Profile of Shajapur Subproject Sites ....................................................................................... 61
4.3. Physical Environmental Profile of Shajapur ........................................................................... 68
4.3.1 Meteorology and Climate ........................................................................................................ 68
3
4.3.2 Rainfall .................................................................................................................................... 69
4.3.3 Air, Noise and water Environment.......................................................................................... 70
4.3.4 Soil .......................................................................................................................................... 72
4.3.5 Topography ............................................................................................................................. 72
4.3.6 Drainage .................................................................................................................................. 73
4.3.7 Ecological Features -Flora and Fauna ..................................................................................... 73
4.4. Socio-economic and social compositions ............................................................................... 73
4.4.1. Industries ................................................................................................................................. 74
4.4.2. Religious Importance and Tourism ......................................................................................... 74
5 ANALYSIS OF ALTERNATIVES .................................................................................................... 75
5.1 Introduction ......................................................................................................................................... 75
5.2 Integrated sewerage scheme vs other sewerage system for Shajapur ................................................. 75
5.2.1 Small Bore Solid Free sewer system .................................................................................................. 75
5.3 Site Selection for the Proposed STPs and IPS ................................................................................... 77
5.4 Selection for Sewage Treatment Technology ...................................................................................... 81
6 ASSESSMENT OF ANTICIPATED IMPACTS ............................................................................... 83
6.1 Introduction ............................................................................................................................. 83
6.2 Environmental Impact ............................................................................................................. 83
6.3. General Impacts during Subproject Cycle .............................................................................. 86
6.4 Social Impacts ..................................................................................................................................... 99
7 Stakeholders / Public Consultation ................................................................................................... 103
7.1. Background ........................................................................................................................................ 103
7.2. Objectives of the Public Consultations .............................................................................................. 103
7.2.1. Key Recommendations ................................................................................................................... 111
7.2.2. Outcome of Women‘s Participation During the meetings. ............................................................. 111
7.3 Incorporation of Public Concerns in the Design ................................................................................. 112
8. CONTRACTOR‘S ROLE IN GRIEVANCE REDRESSAL MECHANISM .................................. 113
9. ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN...................................................... 114
10. TRIBAL VULNERABILITY IDENTIFICATION AND ASSESSMENT ...................................... 161
10.1. Distribution of Scheduled Tribes in Madhya Pradesh in Relation to India ..................................... 161
10.2. Presence of Indigenous People. ....................................................................................................... 161
10.3. Interview/Meetings .......................................................................................................................... 162
11. CONCLUSION AND RECOMMENDATIONS ............................................................................. 163
4
Annexure-I: Screening Checklist of Shajapur Sewerage Project .............................................................. 164
Annexure-II: Ambient Air and Noise Quality Standards as per CPCB .................................................... 169
Annexure -III: Water and Sewerage Quality and River water quality Test Report .................................. 172
Annexure-IV: CPCB guidelines for treated Sewage and Comparison with various standards................. 177
Annexure V: Air and Noise Quality Monitoring Reports ......................................................................... 178
Annexure-VI: Khasra Details of Proposed Sewerage Subproject ............................................................. 182
Annexure VII: Land Allotment letters for STPs and IPSs ........................................................................ 193
Annexure-VIII: Photographs and details of Ward-wise Stakeholder Consultation .................................. 195
Annexure-IX: List of Tribal Communities in State of Madhya Pradesh as Provided by Ministry of Tribal
Affairs, Government of India .................................................................................................................... 211
Annexure-X: List of Schedule Areas in Madhya Pradesh as Specified by the Scheduled Areas under the
fifth Schedule of Indian Constitutions 213
Annexure XI: Carrying capacity of the Drain at proposed STP-2 site. .................................................... 214
Annexure XII List of Sensitive Receptors of Shajapur Town .............................................................. 215
Annexure XIII: Grievance Redressal Committee at Shajapur .................................................................. 217
Annexure XIV: Labourers Working and Camp Conditions Standards ..................................................... 219
Annexure XV: Letter of CMO for HFL .................................................................................................... 230
Annexure XVI : MoM of GRC Meeting Held on 9.3.2020 .................................................................... 231
Annexure XVII: Consent/Permission required in the project ................................................................... 233
Annexure XVIII : Action Plan for Greenbelt development ...................................................................... 240
Annexure XIX: Sludge Management Plan (SMP) For Shajapur Sewerage Project............................ 242
Annexure XX CMO Shajapur letter regarding Water supply connection and work ................................ 256
Annexure XXI CMO Shajapur letter regarding availability of land for IPS ............................................ 259
Annexure XXII : SOPs to respond COVID-19 ......................................................................................... 265
Annexure XXIII : COVID-19 response Checklist .................................................................................... 275
Annexure XXIV: Grievance Redressal Format ....................................................................................... 277
Annexure XXV : Labour Management Procedures .................................................................................. 278
Annexure XXVI :Guidelines for the Management of Environmental, Health and Safety in the Project
construction sites ....................................................................................................................................... 282
Annexure XXVII : Letter for surplus disposal site Shajapur ................................................................... 297
Annexure XXVIII: Water test report of Chillar River, Shajapur ........................................................... 298
Annexure XXIX: Farmer Shri Ambaram‘s Statement .............................................................................. 300
Annexure XXX: Emergency Preparedness Procedure ............................................................................ 302
Annexure XXXI: Guiding note on enforcement of Acts & Policies for Non-Discrimination, Child and Forced
labour at MPUDP worksite ................................................................................................................ 308
Annexure XXXII- Shajapur Key Plan with pumping model .............................................................. 312
5
LIST OF TABLES
Table 1-1: Comparison of components-DPR vs Approved Design……….…………………………….9
Table 2-1: Per Capita Sewage Generation .................................................................................................. 41
Table 2-2: Wastewater Generation ............................................................................................................. 41
Table 2-3: Details of sewer network ........................................................................................................... 44
Table 3-1: Applicable Environmental and Social Regulations for Sewerage Scheme in India .................. 48
Table 3-2: World Bank Safeguard Policies applicable for MPUDP ........................................................... 53
Table 4-1: Site Environmental Features of Proposed sub project components ........................................... 61
Table 4-2: Climatic Pattern ........................................................................................................................ 69
Table 4-3: Monthly Climatic Data for Shajapur Town ................................................................................ 69
Table 4-4: Ambient Air quality of Shajapur Town ..................................................................................... 70
Table 5-1: Details of proposed Small-Bore sewer line ............................................................................... 76
Table 5-2: Overall Shajapur Sewerage Network Velocity Analysis in as per design ................................. 76
Table 5-3: Suitable site for the Sewage Treatment Plant, Packaged STP and Intermediate Pumping
stations ........................................................................................................................................................ 78
Table 6-1: Influence area details of proposed Shajapur Sewerage Scheme ................................................ 83
Table 6-2: Details of depth of excavation for proposed sewer network in Shajapur . Error! Bookmark not
defined.
Table 6-3: details of Lands for proposed components STPs and IPS ......................................................... 99
Table 7-1: Public Consultation Meetings during ESA Preparation .......................................................... 104
Table 7-2: Public Consultation Details ..................................................................................................... 105
Table 9-1: Environmental and Social Management Plan (ESMP) ............................................................ 114
Table 9-2: Details of Environmental Monitoring Plan ............................................................................. 150
Table 9-3: Cost Estimate for implementation of Environment Management Plan ................................... 152
Table 9-4: Cost required for implementation of Environmental Monitoring Plan .................................. 159
Table 10-1: Social Composition in Shajapur Town .................................................................................. 161
LIST OF FIGURES
Figure 2-1: Shajapur Map on Madhya Pradesh Map .................................................................................. 37
Figure 2-2: Index Map of the Executed Water Supply Scheme under UIDSSMT .................................... 39
Figure 2-3: Index Map of Proposed Shajapur Sewerage Scheme ............................................................... 43
Figure 4-1: Climograph for Shajapur .......................................................... Error! Bookmark not defined.
Figure 5-5-1: Proposed STP 1 Land Parcel Map ........................................................................................ 80
6
ABBREVIATIONS
AMRUT -- Atal Mission for Rejuvenation and Urban Transformation
ASI -- Archaeological Survey of India
AAQM -- Ambient Air Quality Monitoring
ARAP -- Abbreviated Resettlement Action Plan
BOCWR -- Building and Other Construction Workers Rules
BOD -- Biochemical Oxygen Demand
BP -- Bank Policy
CAPEX Capital Expenditure
CDP -- City Development Plan
CPCB – Central Pollution Control Board
CPHEEO -- Central Public Health & Environmental Engineering
Organization
COVID-19 Corona virus disease --2019
CSEP -- Contractor‘s Site Environmental Plan
CTE -- Consent to Establish
CTO -- Consent to Operate
dB -- Decibel
D(R)BO -- Design (Review), Build and Operate
DG -- Diesel Generator
DI -- Ductile Iron
DO – Dissolved Oxygen
DPR – Detailed Project Report
DRBC -- Design (Review) Build and Operate Contractor
DUAD _ Directorate of Urban Administration and Development
DWC - Double walled Corrugated
EA – Environmental Assessment
EHS -- Environment Health and safety
EIA -- Environment Impact Assessment
EMP – Environmental Management Plan
ESA -- Environmental and Social Assessment
ESMP - Environmental and Social Management Plan
ESHS -- Environmental, Social, Health and Safety
ESMF -- Environment and Social Management Framework
GoI -- Government of India
GoMP – Government of Madhya Pradesh
HFL – Highest Flood Level
HDPE -- High-density polyethylene
IEC -- Information Education and Communication
IPMF -- Indigenous People Management Framework
IPP -- Indigenous People Plan
7
IPPF -- Indigenous Peoples Planning Framework
IPS -- Intermediate Pumping Station
JnNURM -- Jawahar Lal Nehru National Urban Renewal Mission
LPCD -- Liter Per Capita Per Day
Lps -- Litre per Second
MLD -- Million Liters per day
MoEF&CC – Ministry of Environment, Forest and Climate Change
MP -- Madhya Pradesh
MPPCB -- Madhya Pradesh Pollution Control Board
MPUDC -- Madhya Pradesh Urban Development Company Limited
MPUDP -- Madhya Pradesh Urban Development Project
NAAQS -- National Ambient Air Quality Standards
NOC – No Objection Certificate
NOx – Oxides of nitrogen
NSR -- Noise Sensitive Receivers
OHT -- Over Head Tank
O&M -- Operation and Maintenance
OP -- Operation Policy
OPEX Operating expenses
PCR Physical Cultural Resources
PIU – Project Implementation Unit
PPE -- Personal Protective Equipment
PMC -- Project Management Consultant
PMU -- Project Management Unit
PWD – Public Works Department
RAP -- Resettlement Action Plan
RCC -- Reinforced cement concrete
ROW – Right of Way
RPF -- Resettlement Policy Framework
RTFCTLARRAct -- Right to Fair Compensation and Transparency in land
Acquisition, Rehabilitation and Resettlement Act
SEIAA State Environment Impact Assessment Authority
SBSFS -- Small Bore Solid Free System
SBR - Sequential Batch Reactor
SC -- Scheduled Caste
SMP -- Social Management Plan
SMC -- Shajapur Municipal Council (Nagar Palika Parishad)
SO2 – Sulphur Dioxide
SPCB – State Pollution Control Board
SPS -- Sewage Pumping Station
ST -- Scheduled Tribe
STP -- Sewage Treatment Plant
TVDP -- Tribal and Vulnerable People Development Plan
UDHD -- Urban Development and Housing Department
8
UIDSSMT - Urban Infrastructure Development Scheme for
Small & Medium towns
ULB -- Urban Local Body
WBM -- Water-Bound Macadam
WTP -- Water Treatment Plant
Issue and Revision Record: Shajapur C-ESA
Rev.
Originator Checker
Checker Approver
Description
Draft
Submission
DBOT
contractor
(P.Das
infrastructure)
PIU
(Recommendation
of PIU to PMC)
PMC
(Submission to
PMU,
MPUDC)
MPUDC
(Review &
Comments)
World Bank
1 05.02.2020 21.04.2020 25.04.2020 Rev. I
2 30.04.2020
01.05.2020
30.04.2020 &
02.05.2020 03.05.2020 Rev. II
06.05.2020,
19.05.2020
(Discussion on
08.06.2020 and
observations
received dated
10.06.2020
3 12.06.2020 Rev.III 15.06.2020
4
Rev. IV 18.06.2020
5 Rev. V
31.07.2020
WB comments on
08.09.2020 and
10.09.2020
6 Rev. VI 20.09.2020
7 Rev.VII` 20.10.2020
9
EXECUTIVE SUMMARY
Introduction:
1. Madhya Pradesh (MP) is geographically the second largest, fifth populous and eighth
most urbanized state in India. Its total urban population is 20.1 million, which is 28 per
cent of the total population spread over 476 urban centers.
2. Rapid urbanization in Madhya Pradesh has seen sprouting of new urban settlements
across the state, mainly close to the existing cities. The last decade (2001-2011) has
seen a 20% increase in the number of urban centers, including a 50% increase in census
towns, compared to a 6% increase in previous decade (1991-2001).
3. Government of Madhya Pradesh in its ‗Vision Madhya Pradesh 2018‘ has shown their
determination to face the challenges of urbanization and accordingly, has undertaken
many programs to support the urban infrastructure. Madhya Pradesh Urban
Development Project (MPUDP) is one of them which envisage financial support from
the World Bank for various sub projects of Water Supply and Wastewater
Management.
Proposed Intervention:
4. Shajapur is a district headquarter and a city among the important cities of Western
Madhya Pradesh. It is situated 60 Km from Dewas on National Highway No. 3 (Agra-
Mumbai Road), 180 km from Bhopal – the State Capital in the south East and 95 km
from Indore in the south West. Shajapur geographically lies at Latitudes 23o25‖ North
and Longitude 75o25‖ East, 435 meters above mean Sea Level. The city is situated on
the banks of Chillar River.
5. A drinking water supply project @135 Lpcd (liter per capita per day) had been
executed under Urban Infrastructure Development Scheme for Small and Medium
Towns (UIDSSMT), a part of Jawahar Lal Nehru National Urban Renewal Mission.
However, it was found that the intake well, constructed under this scheme does not
function during summer season as the water stream recedes. Although, a channel has
been dug with an objective to feed water into the intake well during summer, but the
experience was not satisfactory. Therefore, SMC decided to construct another intake
well within the pool of water in the dam. Construction of the new intake well is
complete and the Raw Water Rising Main (RWRM) from new intake well to existing
Water Treatment Plant is being laid and the remaining work of RWRM will be
completed by 30.11.2020 (Annexure XX). However, due to excessive prolonged rains
in year 2019 followed by another good season of monsoon this year (2020), water in
Chillar dam is ample and water through old intake well is being provided in the town.
Shajapur Municipal Council (SMC) is also taking up a drive to ensure 100% coverage
10
with individual connections. Approximately 75% of the Households in project area
have tap water supply provided by the Shajapur Municipal Council The Household
Connection drive has slowed down due to COVID-19 pandemic, however, SMC is
determined to connect all households with Municipal Water Supply.
6. The wastewater of the town is being disposed in River Chillar through various small
and major drains of the city. River Chillar (a tributary of River Chambal) flows through
the middle of the town and disposal of wastewater in the River does not only
contaminate the ground water but also creating an unhygienic and polluted environment
in the city. Being a major source of pollution to River Chillar, it is envisaged to treat the
sewage of the town and hence, a sewerage project is being implementing for the urban
population living in the Municipal Council jurisdiction. The intent of the project is to
ensure a comprehensive, technically and financially viable system for sewage collection
and treatment for Shajapur town.
7. The Shajapur Sewerage Project is one of the sub-projects under MPUDP. The project
has been envisaged as de-centralized system. For sewage collection, the entire area
under the Municipal Boundary, after considering various options based on the
topography and physical barriers (River Chillar and railway line which divided the
town into two parts), has been divided into two zones: Zone1- Main Township with
STP of capacity 10.90 MLD and Zone 2- smaller zone with packaged STP of capacity
0.35 MLD. Each zone is further divided in small sub zones based on topography of the
town. Intermediate Pumping is provided in sub zones. The Projected Design population
of the Urban Local Body (ULB) in the year 2049 is 119576. The project is designed to
collect the sewage water from individual houses and carry it to the STP for providing
desired treatment and finally, 20% of treated water will be reused for the purpose of
horticulture, firefighting, washing of Ghats, flushing during initial years etc. The extent
of reuse is in line with the Service Level Benchmarks set by Ministry of Urban
Development, GoI. After reuse remaining treated sewage will be discharged into the
River. Main Sewerage treatment plant (STP) is based on extended aeration Process of
Sequential Batch Reactor (SBR) Technology. The DPR proposed SBR technology for
main STP, however, the bid was called on open technology basis. The contractor i.e.
M/s P.Das Infrastructure selected SBR process and the same is included in the contract.
This technology requires less land. The effluent characteristics of treated water (as per
the contract) are more stringent than those notified by the Central Pollution Control
Board, Ministry of Environment and Forest and Climate Change (MOEF&CC) vide
notification released in October 2017 (for treated effluent to be released in surface
water) (Annexure V). Total contract cost of Shajapur Sewerage Project is Rs.92.54 Cr.
8. The sub project comprises of 1 STP, 1 Package STP, 5 Intermediate Pumping Stations.
Main STP is on Khasra No. 29 which is government land having a total area of 3.02
11
hectare out of only 1.0 hectare is required for the construction of STP. The required
land parcel in Khasra No. 29 for STP has already been demarcated and handed over to
the contractor by the Municipal Council, Shajapur. At present the land parcel of STP is
a vacant land free of encumbrances, with sparse vegetation mainly shrubs. The site for
construction of STP is proposed near (100m) the banks of River Chillar in ward no. 8.
The treated effluent will be reused for different purposes and remaining shall be
disposed in River Chillar near Badshahi Bridge at a distance of 46m appx after meeting
the prescribed treated sewage standard (Annexure V). 300 sqm of land for package
STP at Khasra No.452/5, 210 sqm of land for each of the 5 Intermediate Pumping
Stations in Khasra No. 354, 17, 249, 458 (all Government lands) and 247 (ULB‘s land)
has been handed over to the contractor by the ULB. (Annexure XXI). The details of
land requirement and availability for various components are given in table 1.1. All the
lands are free of encumbrance and encroachment at present.
9. The population projections for design by the contractor is same as per DPR, and hence,
there is no change in Sewage generation. However, during review and optimization of
the network, flow in individual component has increased/decreased as per the final
network design based on topography of the town. A comparison showing changes from
the DPR stage and Approved design stage is given below in table 1.1 below:
12
Table 1.1: Comparison of components - DPR vs Approved Design
S. No. Infrastructure
/ Particulars
AS per DPR
(Location & Lat.-Long.)
As per Approved Design
(Location & Lat.-Long.)
Justification
1 STP-1 In Ward No.-8 Near Badshahi
Pul, Shajapur, Khasra no. 29,
Proposed site Lat. Long. are
23°26'9.10"N 76°16'27.50"E
In Ward No.-8 Near Badshahi Pul,
Shajapur, Khasra no. 29 which is
government land.
Total area of Khasra No. 29 is 3.02
hectare out of which 1.0 Hectare
land as per the actual requirement
for STP construction) is allotted to
ULB and handed over to the
contractor (by ULB) for
construction of main STP.
(Annexure XXI).
Khasra No. 29 has a total area of
3.02 hectare out of which only
1.0 hectare is required for
construction of STP. A 3 m wide
road passes through the Khasra.
While selecting the final piece of
land on site, it was observed that
the piece of land (within Khasra
no. 29) for STP conceived in the
DPR was on the side of the road
closer to an existing graveyard.
Therefore, in consultation with
the stakeholders and with an
objective to avoid any resistance
from the local public, it was
decided to demarcate the site for
STP on the other side of existing
3m wide road. Since Khasra is
same, this change has no further
impact.
13
2 STP-2 Ward No.-3 Ayodhya Basti,
Village Mahupura, Shajapur,
Khasra no 452/5
Total available land 0.073 Ha out
of which 300 Sq. m allotted for
construction of STP-2.
Selected land is Government land
and is in possession of ULB and
handed over to the contractor by
ULB.
Proposed site lat. Long. are
23°25'0.74"N 76°17'7.43"E
No Change
Not Applicable, The land parcel
is already handed over to the
contractor.
3 IPS-1 Ward No.-3 Behind Rajeshwari
Mata Mandir, Shajapur, Khasra
no. 247
Total available land 0. 157 Ha out
of which 210 Sq. m allotted for
construction of IPS-1.
Selected land is owned by ULB
and handed over to the
contractorProposed site lat. Long.
are 23°25'4.66"N 76°16'40.45"E)
No change Not Applicable, The land parcel
is handed over to the contractor.
4 IPS-2 Ward No.-22 Near Mahupua
Rapat Dhanmandi, Shajapur,
Khasra no. 458
Total available land 0.021 Ha out
of which 210 Sq. m allotted for
construction of IPS-2.
No change Not Applicable, The land parcel
is handed over to the contractor.
14
Selected land is Government land
and is in possession of ULB and
handed over to the contractor
Proposed site lat. Long. are
23°25'36.19"N 76°16'51.14"E)
5 IPS-3 Ward No.-7 Near Maliwada
Masjid, Shajapur, Khasra no. 249.
Total available land 0.063 Ha out
of which 210 Sq. m allotted for
construction of IPS-3.
Selected land is Government land
and is in possession of ULB and
handed over to the contractor
Proposed site lat. Long. are
23°25'50.87"N 76°16'49.55"E.
No change Not Applicable, The land parcel
is handed over to the contractor.
6 IPS-4 Ward No. 1 Near Nalla (Mari
Mata Bag Nalla, Patidar Colony
Khasra no 220/1
Total available land in khasra
0.073 Ha.
Selected land parcel is private
land
Ward No.-1, Village Mahupura,
behind police station Shajapur,
Khasra no. 354.
Total available land 0.073 Ha out
of which 210 Sq. m allotted for
construction of IPS-4.
Selected land is Government land
and is in possession of ULB and
handed over to the contractor
Proposed site lat. Long. are
23°25'44.06"N 76°17'19.26"E.
Location changed based on final
network design and availability
of government land. This change
avoids purchase/acquisition of
private land and hence, has a
positive impact on the
implementation aspect as well as
avoids any social impact (caused
by purchase or acquisition of
private land). The land parcel is
handed over to the contractor.
15
7 IPS-5 Ward no.03 near brick kiln
manufacturing unit (Eit-Bhatta),
Village Golyakheda, Shajapur
Khasra no. 15.
Selected land parcel is private
land
Total available land in khasra
0.24 Ha
Ward No.-3, Village Golyakheda,
behind brick kiln manufacturing
unit (Eit-Bhatta), Shajapur, Khasra
no. 17
Total available land in khasra 0.24
Ha out of which 210 Sq. m allotted
for construction of IPS-5
Selected land is Government land
and is in possession of ULB and
handed over to the contractor
Proposed site lat. Long. are
23°25'0.98"N 76°17'9.38"E
Location changed based on final
network design and availability
of government land. This change
avoids purchase/acquisition of
private land and hence, has a
positive impact on the
implementation aspect as well as
avoids any social impact (caused
by purchase or acquisition of
private land). The land parcel is
handed over to the contractor.
8 Population - 77079 (Year 2019)
- 95724( Year 2034)
- 119576 (Year 2049)
No Change Not Applicable
16
9. Capacity of
STPs and IPSs Name of
component
Capacity (as per
DPR)
STP-1 11.10 MLD
STP-2 (Pkg) 0.15 MLD
IPS-1 2.90 MLD
IPS-2 0.70 MLD
IPS-3 2.50 MLD
IPS-4 0.80 MLD
IPS-5 0.15 MLD
Name of
component
As per Contractor’s
design capacity
STP-1 10.90 MLD
STP-2 (Pkg) 0.35 MLD
IPS-1 3.58 MLD
IPS-2 0.66 MLD
IPS-3 3.87 MLD
IPS-4 1.40 MLD
IPS-5 0.43 MLD
The capacity has changed based on
the final design after detailed
survey. The capacity of pumping
stations has increased as per the
demand of ultimate period (the
Civil Work is to be done for
ultimate period). The capacity of
STPs has changed individually in
accordance to the rezoning of the
Project Area, however, the
combined capacity remains the
same.
10. Treatment
Technology
SBR SBR No change
11 Sewer
Network &
Manhole No
Network –104853
Manhole -3920
Comparison of Quantity
Diameter Material Length
(m)
100mm DWC-
HDPE
33994
150mm DWC-
HDPE
56449
170mm DWC-
HDPE
2329
200mm DWC-
HDPE
2574
250mm DWC-
HDPE
2021
300mm DWC-
HDPE
1805
Network –115687
Manhole -4180
Comparison of Quantity
Diameter Material Length (m)
100mm DWC-
HDPE
35094.4
150mm DWC-
HDPE
64483.2
170mm DWC-
HDPE
1602.1
200mm DWC-
HDPE
4301.4
250mm DWC-
HDPE
2635.5
300mm DWC-
HDPE
1769.9
400mm DWC-
HDPE
3117.6
The increase in length of Sewer
Network is due to consideration
of additional lines for lanes and
developments during the period
between finalization of DPR
(year 2017) and the survey by
the contractor (mid 2019). The
addition in network is also
attributed to the strengthening
and improvement of road
infrastructure resulting in
requirement of laying of sewer
network on both side of the road.
Project and ULB Boundary is
same in both the cases i.e. DPR
17
400mm DWC-
HDPE
2777
450mm NP3 517
500mm NP3 431
600mm NP3 137
700mm NP3 1359
800mm NP3 48
Total 104441
450mm NP3 957.9
500mm NP3 630.3
600mm NP3 316.5
700mm NP3 749.7
800mm NP3 28.6
Total 115687
& Contractor Survey.
The No of Manholes provided in
the design as per the CPHEEO
manual and increased due to
increase in the length of Sewer
Network of 11.15 KM.
12. Contract Cost (
Incl O & M)
Rs. 83.64 Cr.
Rs.92.54 Cr
Contractor quoted 10.64% above
on Engineer‘s Estimate.
13. Influent/
Effluent
parameters
Pollutants Units Standard as
per CPCB
(Adapted by
MPUDC)
pH pH 6.5-9
BOD Mg/l 10
COD Mg/l 50
Total N Mg/l 10
Total P Mg/l 2
TSS Mg/l 10
Total Coliform
Bacteria
MPN/100ml <230
No Change
14. Details of
Ground level
and High
Flood Level
Component GL in
m
HFL in m
STP-1 434.00 434.56
STP-2 (Pkg) 449.00 449.23
IPS-1 438.00 438.88
IPS-2 436.50 438.64
IPS-3 437.60 437.25
IPS-4 443.40 440.63
IPS-5 440.50 440.46
Plinth level of all units is
designed above the HFL.
18
10. The project proposes to lay sewer pipelines within the Right of Way (RoW) of the
existing roads by using open trenching methodology, however, the road width with
more than 7m, pipe laying will be on both side of the road. Where road width is less
than 7m, pipe laying will be done on center of the road as per approved design.
11. General width of the trench would vary from 50 cm to 1.75 m. Approximately 75 % of
the excavated material will be refilled into the trenches and remaining 25% will be
transported to allotted land (low lying area) for surplus earth disposal at Phulkhedi near
Hanuman Temple, Shajapur Excavated material will be treated based on its
characteristics (whether it can be used in some other construction activity) otherwise it
will be disposed in the proposed site. No blasting is required.
Environmental and Social Assessment
12. This report presents Contractor‘s Environmental and Social Assessment (ESA) of
Shajapur Sewerage subproject under MPUDP. The assessment is updated by the
contractor as per change/variation from the DPR phase to approved design. A total
number of 14 public consultations were done during DPR, ESA preparation and
Contractors ESA preparation and the details of the public meetings and number has
been provided in Chapter no. 7 of Public/ Stakeholder consultation (During July, 2016,
September, 2016 and 12th
to 14th
April, 2018 and August, 2018 at Shajapur). The
assessment identifies potential impacts on the natural environment and the social
characters of the subproject region during pre-construction, construction and operation
phase of the sub project.
13. Various environmental factors such as the presence of eco-sensitive region in and
around the project area, clearance of tree cover, improper storage of excavation spoils,
flooding of adjacent areas, elevated noise and dust levels, damage to existing utilities
were analyzed for impact assessment of the project. As -per the Environmental and
Social Management Framework (ESMF) of MPUDP and considering the nature of
activities that involve construction of treatment plant, outfall sewers, and construction
of deep sewer lines in dense urban areas, the project has been categorized as Ea.
14. Based on the Social screening of the sub-project and the categorization criteria for sub-
projects of MPUDP in the ESMF, the present sub project of Sewerage work of Shajapur
town is a low impact category sub-project from social safeguards perspective. Land for
the two STPs and all five IPS are in Government lands. The subproject has been
identified as a Category Sc from social safeguards perspective (Annexure I).
19
15. Where potential adverse effects are predicted, mitigation has been developed and its
implementation is presented in the Environmental and Social Management Plan
(ESMP) and Environmental Monitoring Plan (EMP) /Social Monitoring Plan (SMP).
Legal, Policy and Administrative Framework
16. Construction of sewage treatment plant does not attract Environmental Impact
Assessment (EIA) requirements of Government of India (GoI) and does not require
Environmental clearance from the Ministry of Environment, Forest and Climate
Change (MoEF&CC) / State Environment Impact Assessment Authority (SEIAA). The
following National and State level environmental and social Acts, laws and the
Operational Policies of the World Bank will be applicable to the Shajapur Sewerage
sub project:
i. Environment (Protection) Act, 1986: This is an umbrella Act of Government of
India and will be applicable for the project.
ii. Water (Prevention and Control of Pollution) Act of 1974, Rules of 1975, and
amendments: This Act/ rules will be applicable to the sub-project and the sewage
treatment plant will require ‗Consent to Establish‘ and ‗Operate‘ from the
Madhya Pradesh State Pollution Control Board for the sewage treatment plant
proposed through the project.
iii. Air (Prevention and Control of Pollution) Act of 1981, Rules of 1982 and
amendments: Requirements of this act/rule will be applicable both during
construction and operation phase of the sub project, for various equipment/
vehicles used by the project.
iv. Child Labour (Prohibition and Regulation) Act, 2000 shall be applicable
v. The Right to Fair Compensation and Transparency in Land Acquisition,
Rehabilitation and Resettlement Act,2013 (RTFCTLARRAct2013): No land
acquisition or resettlement impacts are anticipated for any of the proposed civil
works for this sub project, hence this Act is not applicable to this subproject.
vi. The Street Vendors (Protection of Livelihood and Regulation of
StreetVending) Act,2014: Requirements under this Act will be applicable during
construction.
vii. Sexual Harassment of Women at Workplace (Prevention, Prohibition and
Redressal) Act, 2013.
viii. Construction and demolition waste management Rules, 2016 and Guidelines On
Environmental Management Of Construction & Demolition (C & D) Wastes
(Prepared in compliance of Rule 10 sub-rule 1(a) of C & D Waste Management
Rules, 2016.
20
17. The Project is financed by the World Bank and hence World Bank‘s environmental and
social safeguards policies are also applicable to this Project. The applicability of OPs in
line with project activities and project settings are:
i. OP 4.01 Environmental Assessment: The OP 4.01 is applicable to the sub project.
ii. OP/BP 4.12 Involuntary Resettlement: Since no involuntary resettlement is
needed the policy is not applicable, No separate RAP is prepared.
iii. OP/BP 4.10 Indigenous People: No area of Shajapur falls in Schedule V area, as
per Constitution of India. Hence, the policy does not applicable. No separate IPP
is required
iv. OP/BP 4.11 Physical Cultural Resources: While no cultural properties shall be
impacted due to the project the policy will not be applicable to the sub-project and
will involve addressing the issues arising due to ‗chance find‘ if any cultural
properties.
v. OP / BP 7.50 World Bank Policy for Projects on International Waterways. The
OP 7.50 is not applicable to the sub project.
Baseline Environment Profile
18. Environmental and Social Profile of the study area is assessed based on available
secondary data on Physiographic, Topology, Climatic, water quality, Biological profile
of Shajapur town. The flora and fauna identified in the study area are commonly found
and not specific to the region. Also, there are no National Parks, Wild life sanctuaries,
Bird sanctuaries within 10 Km radius of the project site. Nearest wildlife sanctuary is
Allamanda which is about 110 KM from the town. There are no rare and endangered
species in the subproject area.
19. The climate of the town is tropical with an average maximum and minimum
temperatures of 45°C and 3°C respectively. The average annual rainfall reported in
Shajapur town is 835 mm.
20. The data on ambient air quality of Shajapur is not available as this town has not
remained the subject of monitoring by the Madhya Pradesh Pollution Control Board
(MPPCB) due to non-availability of any major industries. Initial ambient air quality
monitoring was conducted by the support agency appointed by MPUDC, so that the
baseline air quality data is available before construction. The monitoring was done in
April 2018 and by the contractor on 31.01.2020. Three locations were selected, out of
which, one was in the core city with dense population.
21
21. As per the air quality monitoring reports conducted by ESA consultant, PM10 was
observed in the range of 44.74 to 62.45 ug/m3, PM2.5 was in of 25.12 to 34.96 ug/m
3,
SOx was found to be in the range of 7.21 to 11.98 ug/m3& NOx was found to be in the
range of 13.01 to 20.87 ug/m3. However, contractor has also conducted AAQM and
found all the results are well within the National Ambient Air Quality Standards
(NAAQS).
22. The noise level was ranging from 66.3dBA at day time and 38.8dBA at night time. The
noise level during day time near Shajapur Nagar Palika office (66.3 dBA) and near the
brick kiln (55.8 dBA) are slightly higher than the permissible limits of 65 dBA and 55
dBA respectively whereas results during night time are well within the permissible
limits of 45-55 dBA in night time, as prescribed by CPCB.
Socio economic Characteristics
23. In terms of socio-economic profile, as per Census 2011 of India, Shajapur Municipal
Council had a population of 69,263, out of which 35,623 were males and 33,640
females, respectively. The Children belonging to the age group of 0-6 yrs are 8570
which is 12.37 % of the total population of Shajapur ULB. The Sex Ratio i.e. number
of females per 1000 males is 944 against the state average of 931. Moreover, Sex Ratio
among the children in Shajapur is about 920 as compared to Madhya Pradesh state of
918. Literacy rate in the city is 85.47% which is higher than that of the state average of
69.32%. In Shajapur, male literacy is around 91.61% while, female literacy rate is
79.00%. Scheduled Caste population comprises 14.02% whereas tribal population
constitutes a mere 1.41% of the total population. Divided into 29 wards, the Shajapur
Municipal Council (Nagar Palika) is spread over 17.19 sq km. The total households as
per census 2011 are 13066. There is no important cultural and heritage resource
notified by Archaeological Survey of India around the subproject area. Average HH
size is 5.30, Gender gap in literacy is 12.61 %, worker participation ratio is 5:1
(approx.) as per census 2011 and the total HH as per contractor‘s survey are 13456.
24. Assessment of Anticipated Impacts (Summary of Impacts of the
proposed project)The anticipated impacts and corresponding mitigation measures are
analyzed separately for the project influence area and general impacts related to the
nature of sub-project. Based on the magnitude and significance of the project activities,
the nature, duration and extent of impacts are assessed.
25. The overall impact of the project on the beneficiary communities and the environment
is expected to be positive resulting in an improvement in the health and quality of life
of t0he people in the sub project area. There are no environmental sensitive areas in the
sub project area, therefore, no such permanently negative or adverse environmental
22
impacts were identified. Shajapur does not fall under the Scheduled V area; therefore,
preparation of separate IPMF is not required.
26. The STPs and five IPS under the proposed sub project have been planned to setup on
Government land. There are no squatters or encroachers in and around the premises,
who could get affected by the project.
27. The Sewer line laying will cause temporary disruption to the local community in terms
of traffic congestion, access to roads (especially in dense and commercial areas and
narrow roads), shops and residences. It is found that the access to shops may be affected
temporarily during the period of sewer laying in the main market of the town. This issue
is to be addressed by laying sewer lines in small stretches of 250 m and by providing
appropriate access to the shops by providing planks at every 50m over the excavated
portions. In streets, the residents have built ramps over the drains to have a direct access
to the road or pathway. During laying of pipelines within the RoW, such ramps may
have to be demolished. The ESMP includes a provision of re-constructing these ramps
and the cost for such activities is also included in the provisional sum under the contract.
28. Possible Environmental and Social Impacts during pre-construction, Construction and
Operation Phases are identified and possible mitigations during these phases have been
suggested. Some of the environmental and social impacts identified include 1) air
pollution due to dust and noise pollution during construction, 2) disposal of waste
generated due to excavation activities, 3) temporary loss of access to residents, due to
laying of sewer network, 4) temporary disruption to traffic (for 2 to 3 days at each
stretch) etc.
Impact and Mitigation Measures during the project construction and operation
Impacts Mitigation Measures
Air impacts during construction of
STP, IPS etc& laying pipelines, due
to material transport, construction
Provision of curtains (sheets/polysheets), sprinkling
of water to unprotected cleared areas and stockpiles
with water twice a day, especially during dry and
windy periods. The excavated material while being
transported to the site provided by ULB for the
purpose will be covered and wetted.
Impacts due to waste disposal
during construction operation,
Ensure that all waste generated on the premises
must be collected in rubbish bins and disposed of
weekly at registered refuse facility sites.
23
impacts on soil, water, due to
sludge & waste disposal
Proper stock piling of excavated soil and must be
bordered by berms and shoring trench sides by
timber shores, trench jacks etc to resist pressure on
surrounding the excavation.
traffic issues during material
transport, pipe laying,
Alternate traffic routing will be adopted in
consultation with concerned traffic police
authorities.
health and safety impacts including
site safety
ESHS plan will be followed and it is ensured that
the contact details of the police or security company
and ambulance services nearby to the site.
Accidents, dealing with chemicals,
hazardous materials during
excavation
Provision for Regular inspection and maintenance of
the sewers and safety considerations in handling the
materials.
Labour safety and facilities, labour
camps
The contractor shall engage local workers to a
minimum of 25% of the labour needed. A
residential building has been hired for labour from
outside Shajapur.
chance finds All the rules prescribed by Govt/ASI will be
followed (protocol) by the construction contractors
in conducting any excavation work, to ensure that
any chance finds are recognized.
Temporary flooding due to
excavation during monsoons
Ensure that excavated soil material is stored on the
higher lying areas of the site and not in any storm
water run-off channels or any other areas where it is
likely to cause erosion
Disposal of sludge leading to
contamination of land and water to
contamination of land and water.
Sludge disposal plan has been prepared proper
functioning of STP for digestion of sludge and ensure
adequate functioning of dewatering units for efficient
functioning of System.
Analysis of Project Alternatives,
29. The analysis of Alternatives was carried out to find out an option with least socio-
economic and environmental consequences. The option study was conducted on the
basis of available resources specially the lands for different components, i.e. 2 STP and
24
5 IPS. A detailed analysis for the selection of sewage network system i.e. whether to
adopt conventional approach or have Small Bore Solid Free System was conducted and
finally it was decided to adopt a combination of both the systems so as to have a
techno-economic solution. However, paucity of land in the developed town specially
limited availability of government land, resulted in restricted alternatives. Situation
further worsens as the people are reluctant to provide private lands for the activities of
IPS and/or STP. The site for STPs was selected based on the tail end of the network and
availability of sufficient government land. The land parcels available at the tail end of
the network were mostly privately owned except for the site selected under the present
proposal.
Stakeholders / Public Consultation and Concerns
30. Stakeholders / Public consultation is very useful for gathering environmental data,
understanding likely impacts, determining community and individual preferences,
selecting project alternatives and designing viable and sustainable mitigation and
compensation plans. Extensive public consultation meetings for the Shajapur Sewerage
Scheme were carried out during the ESA study. The main objective for the consultation
was to involve the community at the very early stage, so as to identify likely negative
impacts and find ways to minimize negative impacts and enhance positive impacts of
the project.
31. Public consultations, sensitization and inclusion meetings were held within the
wards of the project area in in July 2016, September 2016, April 2018 and August
2019 with the help of respective local administration and the elected
representatives. A total number of 14 meetings/public consultations were held with
community members in which total number of participants were50 (Male – 27 &
Female - 23) of persons were present. Representation of all categories and different
income level groups in these meetings were also ensured. Key comments / concerns
from consultations have been taken into consideration and suggested changes in the
design and implementation activities. The key issues discussed during consultations
included, absence of sewerage system leading to unhygienic conditions and
pollution of River Chillar; resettlement or compensation in case of loss of
property/income/ livelihood activities; house connection inside property;
accessibility and difficulties during laying of sewer network; safety issues during
excavation; use of existing Septic Tanks and connections modalities; Grievance
redressal system etc.
32. Public concern in the designs was also ensured. Key public concerns and solutions are
as followings;
25
The networkk design is done in such a manner that maximum depth of excavation
in the town is restricted to 5m. This will make the working more feasible (as the
working space required will be less) in narrow streets.
A detail from various stakeholders (having underground utilities) is being
obtained so that damage to underground utilities especially water supply network, is
restricted to minimum extent.
Location (within same Khasra) of land for STP; Land for IPS-4 and IPS-5
conceived in DPR is changed due to public concerns.
The work of laying network will be done in small stretches of maximum 250 m
and planks at every 50 m will be kept over the excavated portions so that maximum
access is provided to the houses and shops etc without affecting their daily routines
and/or income.
Network will be laid in the center of road or both sides of road. Whenever, the
network is to be laid on both sides of road, care will be taken that work on one side
shall be finished and then only the work on other side is started. This is done so as to
ease the traffic movement and also to ensure that the vendors (sitting or on moving
carts) are shifted to other side of road (just opposite to their place) without having
any negative impact on their daily income.
Labor influx and child labor
33. The construction of civil works for which the required labour force, associated goods
and services cannot be fully supplied locally for a number of reasons such as worker
unavailability and lack of technical skills and capacity. In such cases, the labour force
(total or partial) would need to be brought in from outside the project area from nearby
municipal towns and villages and sometimes outside the state. This rapid migration of
labour to the project area may affect the project area negatively in the terms of
additional burden on public infrastructure such as local social and health services,
utilities such as water and electricity, housing and social dynamics and thus impact on
local communities
Tribal and Vulnerable Population Identification and Assessment of Shajapur
34. The tribal population of Madhya Pradesh increased to 15,316,784 in 2011 from
12,233,474 in 2001. In Madhya Pradesh certain areas have been declared as
scheduled area as Specified by the "Scheduled Areas under the fifth Schedule of
Indian Constitutions".
35. Shajapur district and town does not find a place in the scheduled list. Shajapur town
has only 1.41% Scheduled Tribe population as per 2011 census. However, Social
Impact screening and assessment was done for tribal and vulnerable population in
26
Shajapur and no negative impacts due to the project were identified on tribal
people. On the basis of identification, social impact screening and assessment and
prior informed consultations, it was found that these groups are not a distinct group,
and also do not have any separate cultural, economic, social, or political
institutions. They are well versed with local Hindi language also. No adverse
impact assessed during the process, therefore no separate IPP/TVDP is prepared.
Environmental and Social Management Plan (Environmental and Social Mitigation
Measures)
36. An environmental and social management plan (ESMP) has been developed with
measures to mitigate all negative impacts. Locations and sitting of the
infrastructure were considered to further reduce impacts. These include (i) locating
facilities on government-owned land to avoid the need for land acquisition and
relocation of people; and (ii) laying of pipes within the RoW of main/access roads,
to reduce acquisition of land and impacts on livelihoods specifically in densely
populated areas of the town.
37. The ESMP includes mitigation measures such as (i) implementation of traffic
management plan in coordination with local traffic police to minimize traffic
impacts; (ii) awareness campaigns and consultations to inform residents and
businesses of potential disturbances; (iii) provision of walkways and other suitable
measures for crossing trenches to ensure access is not impeded; (iv) use of noise-
dampening measures in areas with sensitive receptors such as hospitals, schools,
places of worships and other silence-zones; (vi) use of dust-suppression methods
such as watering and/or covering of stockpiles; and (vii) finding beneficial use of
excavated materials to extent possible to reduce the quantity to be disposed . As
for the O&M phase, facilities will need to be repaired from time to time, but
environmental and social impacts will be much less than those of the construction
period as the work will be infrequent, affecting small areas only. The ESMP
includes mitigation measures and monitoring plan to ensure compliance to
environmental and social standards during O&M phase.
38. The ESMP will guide the environmentally-sound construction of the subproject and
ensure efficient lines of communication between Madhya Pradesh Urban
Development Company (MPUDC)- Project Management Unit (PMU) & Project
Implementing Unit (PIU), consultants and contractor. The ESMP will (i) ensure
that the activities are undertaken in a responsible non-detrimental manner; (ii)
provide a pro-active, feasible and practical working tool to enable the measurement
and monitoring of environmental and social performance on site; (iii) guide and
27
control the implementation of findings and recommendations of the environmental
and social assessment conducted for the subproject; (iv) detailed specific actions
deemed necessary to assist in mitigating the environmental and social impact of the
subproject; and (v) ensure that environment, health and safety guide lines of the
GoI and World Bank are complied with. The ESMP includes a monitoring
program to measure the environmental condition and effectiveness of
implementation of the mitigation measures. It also includes observations on- and
off-site, document checks, and interviews with workers and beneficiaries. The
estimated cost of implementing ESMP measures is about INR. 88.69 lakhs.
39. This ESA has been verified by MPUDC through its PIUs based on the final design
of the Design Review, Build and Operate (DRBO) Contractor and the relevant
ESMP provisions has been updated to address the impacts due to the design
changes. The updated ESA and ESMP will be disclosed by MPUDC after approval
of The World Bank.
Health & Safety Management plan:
40. In this context, the project monitoring unit of MPUDP decided to develop a
detailed guideline to ensure the quality standards for effective management of
environment, Health and Safety issues in the implementation of World Bank
supported MPUDP All Construction Companies working in projects are
responsible for implementing the guidelines in their respective projects.
41. These guidelines are not intended to be a step‐by‐step procedure for each activity.
It is a guideline document that outlines general activities, procedures, and
requirements for all the projects throughout the construction phase of the sub
projects. These procedures must always be read and implemented in conjunction
with the related Contract Conditions
Institutional Framework
42. MPUDC is the Executing Agency for MPUDP. MPUDC is executing the subprojects
on behalf of the ULBs, through designated PIUs. MPUDC has established a PMU for
the implementation of MPUDP and the PMU will have a dedicated Environment
Engineer and a Social and Gender Officer to coordinate and monitor the
implementation of ESMF of MPUDP. Their respective role is described in relevant
sections of the ESMF. PMU of MPUDC will supervise, monitor and ensure
implementation of environmental and social safeguards for all subprojects under
MPUDP as per this ESMF through Environmental and Social Safeguard officers. The
PMU shall be coordinating with PIU and ULBs to ensure ESMF compliance and
preparation of relevant documents/ monthly reports. The PIUs will also have a
28
designated environmental officer to supervise the implementation of safeguard
activities of MPUDP subprojects within the jurisdiction of the PIU. The PMU and PIU
will be further strengthened by Project Management Consultant (PMC) who will have
dedicated environmental and social experts with appropriate qualification and
experience for ensuring ESMF compliance in project implementation and submit
relevant documents/ monthly reports to MPUDC.
Monitoring and Evaluation
43. Urban Development and Housing Department (UDHD) of Government of Madhya
Pradesh (GoMP) is the Executing Agency for MPUDP and is responsible for
management, coordination and execution of all investment program activities.
Implementing Agency is the Madhya Pradesh Urban Development Company
Limited (MPUDC) of GoMP, which is implementing this program via a Project
Management Unit (PMU) at Ujjain, and regional Project Implementation Units
(PIUs). MPUC has appointed contractor (M/s P. Das Infrastructure-M/s Yogi JV)
on 31st May 2019 to build infrastructure. PIUs will ensure/coordinate the
construction. Project Management Consultants (PMC) is assessing PMU and PIUs.
44. A Comprehensive Environmental and Social Management plan (C-ESMP)
including (i) sites/locations for construction work camps, storage areas, hauling
roads, lay down areas, disposal areas for solid and hazardous wastes and digested
sludge; (ii) specific mitigation measures following the approved ESMP; (iii)
monitoring program as per CESMP such as labour management plan, social impact
management; and (iv) budget for CESMP implementation. During implementation,
periodic reports will be conducted and submitted covering ESHS parameters as
required in the CESMP.
45. A copy of the approved C-ESMP will be kept on site during the construction period
at all times. Non-compliance with, or any deviation from, the conditions set out in
this document constitutes a failure in compliance.
Grievance Redressal Mechanism
46. A grievance redressal mechanism has been formed on 22.08.2019 at the town
level, which includes formulation of a Grievance Redressal Committee consisting
of Project Manager, PIU Ujjain (President), Sri Sanni Dubey, Ward Member, Ward
no. 24, SMC (Member), Sri A. Khalil Khan, Nominated Social Worker (Member),
CMO, SMC (Member) and CDO PIU Ujjain (Member). A copy of GRC order is
enclosed as Annexure – XIII and meeting on GRC is also enclosed as annexure
XVI
29
47. Affected person(s) can file their grievance with the respective ULB, PIU or
Contractor in writing or through
telephone, clarifying the area of
grievance i.e., grievances related to
construction activities affecting the
livelihood or loss of property/utility or
restriction of access and the grievances
regarding the quality of service during
operation and maintenance period. The
grievance shall be addressed within 48
hours. However, if there is any technical issue, the aggrieved will be informed
accordingly.
48. Project Manager from PIU for the project is the nodal officer for the grievance
redressal. A log shall be maintained for all complaints/feedback received (in any
form or channel) with respect to the project. The meeting of the committee shall be
convened as and when necessary and at such place or places as it considers
appropriate; and conduct the proceedings in an informal manner as he / she
considers appropriate with the object to bring an amicable settlement between the
aggrieved parties. The proceedings of all such meetings shall be prepared for record
purposes.
Conclusion and Recommendations
49. Environmental and Social Assessment, was conducted, as per the environmental and
social management framework of MPUDP to address the possible issues/ concerns
arising from the project. The project report of the sub-project Shajapur Town after
environment and social assessment concludes that the project offers overall positive
benefits on the life, health and environment of the people.
50. There are no environmentally sensitive areas (like forest, sanctuaries, etc.) in or
near sub-project area. Also, there are no archaeological and historical protected
areas/ sites within or near the town. Hence the impacts identified are mostly related
to construction and operation phase.
51. No land acquisition is required, also no permanent or temporary adverse impact on
assets and livelihood is anticipated, and hence no RAP is required as per ESMF. In
the year 2018-19 i.e after approval of DPR ESA, it was observed that a local person
started seasonal farming activity on part of land along river Chillar at the vacant
government land. Since the land on which he was seen doing farming activity
seemed to be within the same Khasra (No. 29) in which STP is proposed, he was
Identity Card of Mr Shashant
30
contacted. This was further important to contact him, because the land parcel for
STP was yet to be demarcated. The person named Shri Ambaram, was contacted
and informed about the status of land and the project being taken up on it. He was
also informed that in case, this piece of land is demarcated by the District
Authorities, he or anyone from his family will be offered a job from the contractor.
Shri Ambaram admitted that this is an encroachment on Government land and
requested that he should be allowed to harvest the crop, he had already sown. His
request was accepted. While demarcating final piece of land, ample land is still
available for Shri Ambaram, if he wishes to continue with farming. However, he
has not been seen doing any farming activity since last 10 months. Although, no
income loss or livelihood loss has occurred to Shri Ambaram, his son Mr Shashant
Ambaram Malviy, has been appointed as ―supervisor‖ @ Rs 12000 per month by
the contractor.
52. In view of the above, there is no livelihood loss or income loss involved and hence
no RAP is required to be prepared. Loss of income for certain days to street
vendors at certain locations was envisaged during ESA stage however, as already
stated, laying of network has been designed/planned in such a manner that any
negative impact on the daily income of the street vendors is avoided. The
mitigation measures include shifting of street vendors across (on the opposite side)
the road and laying network in small stretches of 250m. Mitigation measures to
ensure access to residents and shops have also been proposed.
31
1. INTRODUCTION
1.1 Project Background
Madhya Pradesh (MP) is geographically second largest, fifth populous, and eighth most
urbanized state in India. Although MP recorded a higher growth rate for its urban compared to
rural population in the last decade, its urbanization rate is still below the national average but it is
projected to catch-up in the next 15 years. At present, MP‘s total urban population is of 20.1
million (28% of total population) concentrated in 476 urban centers as follows: 378 municipal
bodies of which 16 are Municipal Corporations (Nagar Nigams), 98 are Municipal Councils
(Municipal Council), and 264 are Nagar Parishads (municipalities) and 98 Census Towns -
identified as areas with urban characteristics, but not formally notified as urban. 4 out of the 16
municipal corporations, four (Indore, Bhopal, Jabalpur, and Gwalior) are million-plus cities.
Rapid urbanization in MP has seen sprouting of new urban settlements across the state, more
often close to existing cities. The last decade (2001-2011) has seen a 20% increase in the number
of urban centers, including a 50% increase in census towns, compared to a 6% increase in the
previous decade (1991-2001). The last decade also saw more than a quarter-fold increase in
population of the four largest urban agglomerations including Bhopal and Indore. In the cities in
MP, household access to piped water supply ranges between 48-80%, per capita; water supply
ranges between 35 to 135lpcd; access to underground sewerage range between nil to 40%; waste
collection ranges between 85-90%, and 60-80% of rainwater runoff is effectively drained.
The development objective of the Madhya Pradesh Urban Development Project (MPUDP)
supported by The World Bank is to enhance the capacity of the relevant State-level institutions to
support ULBs in developing and financing urban infrastructure. To achieve the above, the
project envisages the following components, Institutional Development Component and Urban
Investment Component. Shajapur Sewerage Project is one of the sub-projects under the Madhya
Pradesh Urban Development project (MPUDP) funded by the GoMP and the World Bank.
1.2 Context of the Environment and Social Assessment
This report presents an Environmental and Social Assessment (ESA) of the Shajapur Sewerage
subproject under MPUDP project. The ESA identifies potential impacts on the natural
environment and the social situation in Shajapur during construction and operation of the project.
Where potential adverse effects are predicted, mitigation has been developed and its
implementation is presented in an Environmental and Social Management Plan (ESMP) and
Environmental Monitoring Plan (EMP)/Social Monitoring Plan (SMP).
32
This project has been identified as Category Ea sub-project based on the environmental screening
carried out for the project (refer annexure I & refer section 3.3.4 of the report) as per the
Environmental and Social Management Framework (ESMF) of MPUDP. This requires an ESA
report and an Environmental and Social Management Plan. With regard to social safeguards, the
project has been classified as ‗Category Sc, because no land acquisition is expected also no
permanent adverse impacts on assets and livelihood is anticipated, hence no Resettlement Action
Plan (RAP) is required as per ESMF.1 Only minor damage to road side properties and loss of
income for certain days and locations during construction phase may be identified..
1.3 Objectives of ESA study
The Environmental and Social Impact Assessment has been carried out at the planningstagesfor
the Shajapur Sewerage scheme to ensure that all adverse social and environmental impacts are
taken into consideration during the design, construction, operation and thecommissioning of the
Project. This ESA has been revised by the DRBO contractor (Prepared by independent
consultant). The objectives of the study were the following.
To obtain background Environmental information of the sites and legal and regulatory
issues associated with the Shajapur Sewerage project;
To assess and predict the potential impacts during site preparation, construction and
operational phases of the Project;
To make suggestions of possible alternatives to the design, based on the assessment
findings;
To propose mitigation measures for the potential adverse environmental and social
impacts and safety risks;
To ensure public participation; and
To prepare an ESA Report including an Environmental and Social Managementand
Monitoring Plan.
1.4. Terms of Reference (ToR) for the ESA process
The ToR for this Environmental and Social Impact Assessment is based on the guidance provided
in the ESMF for MPUDP. The report broadly contains the following:
Description of the nature of the project;
The location of the project including the physical area that may be affected by the
1It should be noted that this categorization refers to the categorization of subprojects as stated in the MPUDP ESMF,
and should not be confused with the classification of overall Projects given in OP4.01 of the World Bank. As per
safeguard policies of the World Bank, MPUDP has been categorized as a Category A project.
33
project‘s activities;
The activities that shall be undertaken during the project construction, operation
and commissioning phases;
The design of the project;
The materials to be used, products and by-products, including waste to be
generatedby the project and the methods of their disposal;
The potential environmental impacts of the project and the mitigation measures tobe
taken during and after implementation of the project;
An action plan for the prevention and management of possible accidents during
theproject cycle
1.5 Methodology
The ESA study was carried out based on desk review, field assessments, environmental
monitoring and public consultations with the community who are likely to benefit from the
project, the potential project affected persons and relevant Government Institutions.In the course
of the assignment potential impacts of all stages of the project from pre- construction, through
construction and installation to operation in project area is evaluated against applicable
environmental and social standards, regulations and guidelines, the existing environmental
conditions, and issues and concerns raised by all project stakeholders. The assessment process
incorporates the following key stages:
Desk Review
A desktop study was conducted to review available published and unpublished reports,
development plans and maps to compile relevant baseline biophysical and socio-economic
information about the study area. The biophysical information was compiled on environmental
aspects such as Topography, Climate, Soils, Water Resources, land use and flora and wildlife
resources. On the socio-economic environment, the study compiled information on aspects such
as population, sex ratio, literacy, religious composition of town, work force participation, share
of ST and SC population, below poverty line people, density of town, land use, housing gap and
commercial activities, poverty etc.
Field Visits
Field visits were conducted in the study area to collect site-specific information on the
biophysical and socio-economic environment and to crosscheck the secondary data. While at the
site, environmental data were recorded and potential impacts identified in the wards having high
density.
34
Stakeholder Consultation
The consultation process was carried out in two stages: during the scoping and after preparation
of the draft ESA. The consultation process focused on seeking comment on key issues and
concerns, identifying potential impacts and offering the opportunity for alternatives or objections
to be raised by the potentially affected parties; non-governmental organizations, members of the
public and other stakeholders. See Annexure VIII for details of stakeholder‘s consultation.
Public meetings
Public Meetings with the communities were conducted in the project area with the help of the
local administration especially the corporators and ULB officials. The selection of the wards for
the meetings done based on different categories, localities and level of problems. In total
14meetings were held at different locations within the project area. The discussionsduring these
public meetings were centered on key emerging issues relating to theproject as well as the
communities
Informant Interviews
One-on-one interviews with government agencies and institutionsin the project area were
undertaken.These interviews were conducted to augment andconfirm data and
informationobtained through secondary sources.
Focus Group Discussions
Focus group discussions were conducted especially with women in fringe areas and in slum areas
of Shajapur town were women facing open defecation problems/having soak pit latrines. Focus
Group Discussions were carried out with women residents during which the participants were
given the opportunity to discuss and contribute to specific information. The participants in the
focus groups were selected based on their common characteristics from different communities.
The focus group discussions place particular emphasis on group dynamics, when issues of
particular concern should be addressed to explore participants‘ problems, attitudes, and
suggestions regarding subproject
1.6 Analysis of Alternatives:
Systematically compares feasible alternatives to the project site, technology, design, and
operation—including the ―without project‖ situation—in terms of their potential environmental
impacts; the feasibility of mitigating these impacts; their capital and recurrent costs; their
suitability under local conditions; and their institutional, training, and monitoring requirements.
For each of the alternatives, quantifies the environmental impacts to the greatest extent possible
and attaches economic values where feasible. States the basis for selecting the particular project
35
design and justifies recommended emissions levels and approaches to pollution prevention and
abatement. The details are provided in chapter no 5.
1.7 Impact Assessment and Analysis
Following the identification of all project environmental aspects and potential impacts, the level
of impact that may result from each of the activity-receptor interactions were assessed. The
assessment and analyses methodologies for ESA studies are based on thefollowing key
components of the environment in relation to the Project:
Physical/chemical component;
Biological/ecological component;
Sociological/cultural component; and
Economic/operational component
1.8. Mitigation and Monitoring
1.8.1. Mitigation
Mitigation measures have been taken into consideration and defined during the impact
assessment process. The results of the mitigation analysis and the mitigation measures included
in mitigation plan of the Environmental & Social Management Plan.
1.8.2. Monitoring
The following monitoring approach is proposed:
The PIU and MPUDC shall monitor the implementation of ESMP and track indicators for
IEC activities, grievance redressal, participation of women, scheduled Tribes and other
vulnerable people. Quarterly report shall be prepared;
The monitoring plan has been included in Environmental & Social Management Plan
(ESMP); and
Joint verification and updating and finalization of ESA during construction stage
36
2. PROJECT DESCRIPTION
2.1 Description of Project Area
2.1.1 Background
Shajapur is a district headquarter and one of the important cities of Malwa region in Western
Madhya Pradesh. It is situated 60 Km from Dewas on National Highway No. 3 (Agra-
Mumbai Road), 180 km from Bhopal – the State Capital in the south East and 95 km from
Indore in the south West. The town geographically lies at Latitudes 23o25‖ North and
Longitude 75o25‖ East, 435 meters above Mean Sea Level, on the Western Railway (Maksi –
Guna Broad Gauge Line).
Shajapur is a part of Malwa plateau and most part of this area is hilly as it also falls under the
area of Vindhyachal Ranges. The hills here are of low height and width. This area also falls in
the Kucchar Area of River Chambal. River Chillar bisects the town. Shajapur also lies in
close vicinity of other tributaries of River Chambal such as Lakhundar, Parbati, Newaj and
Kalisindh. The major soil type in the region is Black Cotton Soil. The general slope of the
town is in the North-Western direction.
2.1.2 Objective of the Project
The prime objective of MPUDP is to improve and scale up existing urban infrastructure
within a comprehensive and coherent strategic development framework to ensure optimal
linkage of urban utilities and benefit of resources to the citizens of the Shajapur.
This project aims to catalyse the thinking for wastewater management and lead stakeholders
for systematic development of urban infrastructure. The thrusts of the assignment will be
toward the field surveys and feedback from comprehensive stakeholder consultation and field
identification process. The intent of the subproject is to ensure that comprehensive,
technically and financially viable Sewerage system for Shajapur town.
37
Figure 2-1: Shajapur Map on Madhya Pradesh Map
2.2 Existing Water Supply and Sanitation System
2.2.1 Status of existing Water Supply and Sewerage System in the Town
The population of Shajapur as per 2011 census is 69263. Shajapur city is divided in 29
wards. Chillar Dam is the source of water supply to Shajapur. A drinking water supply
augmentation project @135 LPCD (Liters Per Capita per Day) has been executed under
Urban Infrastructure Development Scheme for Small and Medium Towns (UIDSSMT), a
part of Jawahar Lal Nehru National Urban Renewal Mission (JnNURM). This included
construction of Intake well, WTP of 11 MLD, Raw water and Clear Water Rising mains,
feeder mains, Four Overhead Service Reservoirs (450 KL each) and distribution network of
15 km. The installed capacity for Water Treatment Plant (including existing WTP of 4.00
MLD) is 15.00 MLD. Total number of water supply household connection made in Shajapur
Municipal Council is 13000 out of approximately 14000 Households which means that >
90% of the connections have been done. The letter dated 10-06-2020 of Chief Municipal
Officer of Municipal Council Shajapur is attached in the C-ESA at annexure XX according
to which remaining connections will be completed by December 2020. This is important to
note that the pace of Household connections has slowed down because of the lockdown and
COVID-19 pandemic.
The Intake well under UIDSSMT has been constructed on the banks of river Chillar and
with the time, it has been experienced that this does not function when the water level
recedes. A water channel has been constructed to bring water to this intake but even this
does not help in drawing water to the intake‘s full capacity. Therefore, the SMC decided to
construct another intake in the course of Chillar Dam. Construction of this intake well is in
progress and approximately 90% of the work is complete. The letter dated 10-06-2020 of
38
Chief Municipal Officer of Municipal Council Shajapur is attached in the C-ESA at
annexure XX according to which the construction of New Intake well will be completed by
the end of November 2020. This is to be further added here that the water supply system in
the town is fully integrated with the WTP and the present water supply is as per the Service
Levels @135 LPCD.
Sewerage system: At present there is no underground Sewerage System in the Town. Only
the colony developed by M.P. housing board has sewer lines which, were laid 10-15 years
ago. This infrastructure (generally made up of Stone ware pipes) is insufficient from the
capacity point of view and inadequate as far as hydraulic requirements are concerned. Pipe
condition is also a matter of concern. This system is further not connected to any treatment
plant. In rest of the town, sewerage from households and other commercial, Public/ semi-
public establishments is collected in individual septic tanks. However, the sludge from the
households and unhygienic septic tank effluent goes into open drains e.g. bus stand nallah
ward 14, Kasaiwada nallah ward 6-7, Dasipura nallah ward 5, Naisadak nallah ward 18, AB
road nallah ward 29 and Kanhiya Lal Mali nallah ward 10.
The open drains (Nallah) finally discharge the wastewater into Chillar River. The sewerage is
polluting the River and also creating nuisance for the common man. Further, the effluent from
Septic Tanks discharged in natural streams can be considered as a threat to health and hygiene of
the citizens. People are willing to have an integrated sewerage system so that the sewage
collection and treatment can be done in a systematic manner and the town may have the clean
and hygienic environment.
As per Census 2011, the total number of houses in Shajapur are 13456, out of which 95%
households have individual toilets, 5% households does not have individual toilets and
depending on public toilets with seating arrangements (2 female and 4 male). There are 4 Sulabh
complex at different location in the town each having 3 female and 4 male seating arrangement,
operated by Municipal Council. The city has already been declared Open Defecation Free by the
Government of India (GoI) as per the SWM data.
There are slum areas to the extent of nearly 40 % of the total urban area. The population of
notified slum is 26,730 (38.5 % of total population). The main slums are: Maharshi Arvind Ward
no. 1, Pandit Prabhag Chand Sharma Ward no. 2, Neta Ji Subhash Chand Bose Ward no. 3, Dr.
Jakir Hussain Ward no. 4, Mulana Abdul Kalam Azad Ward no. 5, Shivaji Ward no. 8,
Ambedkar Ward no. 10, Maharana Pratap Ward no. 12, Swami Vivekanand Ward no. 13,
Chandmal Rai Ward no. 14, Guru Nanak Dev Ward no. 15, Lokmanya Tilak Ward no. 17,
Kishore Bhai Tirvedi Ward no. 20, Kamla Nehru Ward no. 21
Approximate number of households in the slums are 4700 all of which are making use of public
toilet or having individual toilets The GoMP had already taken up a massive drive of identifying
the households without individual toilet and also constructing Individual toilet for each
household, initially under State sponsored Chief Minister‘s Urban Sanitation Program which
later was merged with the National ―Clean India Mission‖.
39
Figure 2-2: Index Map of the Executed Water Supply Scheme under UIDSSMT
40
2.3 Need for the Project
Shajapur is a prominent urban settlement of Madhya Pradesh situated on the Banks of River
Chillar. In last decades migration from rural settlements has resulted in increase in population of
the town. Furthermore, the completion of water supply scheme has resulted in water supply of
135 lpcd to the residents of towns. To sustain the high rate of growth in the town the sewerage
system is an important component of the infrastructure that needs to be developed on priority.
There is also ground water pollution posing a danger of cross-contamination for the water supply
mains. In all the areas raw sewage is discharged into natural drains (Nallahs) posing danger to
public health and also offends water pollution control regulations.
The usage of water flush toilets has resulted in the increase of sewage generation which has
started flowing in the drains along the roads. The drains are meant to carry storm water and
therefore gets overflow due to incoming sewage and thereby creating an unhygienic situation and
health hazards. These drains flow into nallahs (open streams) which ultimately join River Chillar
which flows through the centre of the town. The increased wastewater generation is becoming
not only a potential health hazards and but also a major pollution threat to River Chillar.
As per the above, the execution of project is required for collection of Sewage generated from
the household and conveyance of the same upto the pre-decided location. The sewage shall be
treated and disposed of scientifically. This is required because the increased quantity of sewage
has resulted in over-flowing of nallahs and a potential threat to the water quality of River Chillar
i.e., degradation/contamination due to meeting of nallahs carrying sewage (detailed carrying
capacity details is enclosed as annexure XI.
As per the State Vision 2018 Document, Sewerage Management Projects have to be taken up in
all the towns on the banks of surface water source, i.e., Rivers. Henceforth Shajapur Municipal
Council has decided to execute the Sewerage project through Madhya Pradesh Urban
Development Company Limited. The project is prepared as per the State initiative for prevention
of pollution in the Rivers in general and Rivers which are source of water supply in particular,
along with providing clean and hygienic environment for healthy society.
2.4 The Proposed Sub-Project at Shajapur
2.4.1 Sewage Generation / Loading
The unit wastewater is determined considering present water supply level available @135lpcd
and an appropriate return factor.
Accordingly, the rate of sewage flow has been taken as 80% of per capita water supply i.e. 108
LPCD along with ground water infiltration @250 liters per day per manhole has been considered
for design of sewer network. The capacity of the STP proposed in the sewerage sub project
41
includes the provision for wastewater generated by projected population. Overall calculations are
presented in Table 2-1 below:
Table 2-1: Per Capita Sewage Generation
a) Total per capita water supply 135 Lpcd
b) Sewage generation at 80% of the total water supply 108 Lpcd
c) Add for infiltration (10% of wastewater quantity) 10.8 Lpcd
d) Total unit sewage rate being admitted to system 118.8 Lpcd
Source: CPHEEO Manual
The topography and spatial distribution of population has been considered and 100% coverage
through sewer network has been proposed through centralized treatment and Intermediate
pumping station.
Accordingly, Sewer Network is being designed having carrying capacity of ultimate requirement
i.e., 13.85 MLD whereas the treatment facility is being provided for intermediate phase i.e.,
11.25 MLD. Details are given below in table 2.2.
Table 2-2: Wastewater Generation
Demand Phase Year Population Discharge Infiltration Total
Base Year 2019 77079 8.32 MLD 0.93 MLD 9.25 MLD
Intermediate 2034 95724 10.32 MLD 0.93 MLD 11.25 MLD
Ultimate 2049 119576 12.92 MLD 0.93 MLD 13.85 MLD
Source : DRP
Zone wise Wastewater Generation
Demand Phase Year STP 1 Packaged Treatment Total
MLD Population MLD Population
Present 2019 8.95 74511 0.30 2569 9.25 MLD
Intermediate 2034 10.88 92534 0.37 3191 11.25 MLD
Ultimate 2049 13.37 115591 0.46 3985 13.85 MLD
Source: DPR
The proposed comprehensive sewerage for Shajapur town also considers house to house
connections, traps all liquid flows from the properties in the town and and transport it to a
suitable place for providing desired treatment before finally disposed to the River or reused for
the purposes like horticulture, gardening, firefighting, or washing of ghats etc.
2.4.2. Description of proposed subproject components
This project has been prepared for the design population of the town living within the area which
is under Municipal Council jurisdiction for public amenities. The design population for this area
has been projected as 119576 (year 2049).
42
The DPR proposes to divide the project area in two main zones based on the topography and
physical barriers. After detailed technical, operational and economic analysis, the Zone 1 (main
area) is further divided in 5 sub-zones with each sub-zone having an intermediate pumping
station, from where the sewage is pumped into main trunk sewer by pumping main of different
diameter to the STP (proposed with SBR technology). In Zone 2, the population is very less
therefore, a packaged treatment plant has been provided.
Zone-1 is designed as Centralized system with 5 Intermediate Pumping Stations with common
STP of 10.90 MLD capacity for intermediate period (Year 2034). This STP is based on SBR
Technology. For Zone-2, the design is carried out for gravity flow provided with a packaged
treatment plant of 0.35 MLD capacities for intermediate period. The STP technology is selected
primarily taking into consideration of minimum land requirement and effluent characteristics
stringent than the MOEF&CC, so that treated water can be discharged into inland water ways
which are being potential drinking water sources.
The total contract cost of Shajapur Sewerage project is Rs. 92.54 Cr. The details of major works
of the proposed project are as below:
A. Details of the pipe line for sewer network
For the collection and conveyance of sewage from the households in the town two systems of
sewer network are proposed. While a small bore solid free sewer system is proposed in initial
stretches of the town (all the laterals having diameter of 100mm and areas with septic tanks in
working condition and areas with narrow lanes up to 3 m). There is no change in population &
total Sewage Generation of the town and same population is considered as per DPR.
Conventional gravity sewer system has been proposed for the rest of the town. The detail of
sewer network for the system is presented below:
a. The length of conventional sewer system is 80.593 Km.
b. Length of small bore solid free sewer system is 35.094km comprising of 100/120 mm
HDPE DWC pipe is being proposed to be laid in the initial stretches.
43
Figure 2-3: Index Map of Proposed Shajapur Sewerage Scheme
44
Table 2-3: Details of sewer network
Comparison of Quantity
Diameter Material Length (m)
As per DPR As per proposed design
100mm DWC-HDPE 33994 35094.4
150mm DWC-HDPE 56449 64483.2
170mm DWC-HDPE 2329 1602.1
200mm DWC-HDPE 2574 4301.4
250mm DWC-HDPE 2021 2635.5
300mm DWC-HDPE 1805 1769.9
400mm DWC-HDPE 2777 3117.6
450mm NP3 517 957.9
500mm NP3 431 630.3
600mm NP3 137 316.5
700mm NP3 1359 749.7
800mm NP3 48 28.6
Total 104441 115687
(Source: DPR and as per approved design)
Sewers will be connected to the house chambers which will be connected to trunk sewer line.
The collection network is proposed to be laid within the RoW of existing roads. Where road
width is more than 7m, pipe laying will be on both side of the road. Where road width is less
than 7m, pipe laying will be done on centre of the road as per approved design. The available
road width varies from 3 m to 18 m. The proposed diameter of the pipes varies from 100mm to
800mm. Out of total 115.68 km of proposed sewer line, more than 87.46% is of diameter
between 100-170mm which requires an excavation of 0.75 m to 1.25 m depending on depth of
excavation, and again out of this 35.094 km is under SBSFS which needs very shallow
excavation (around 1 to 1.5 m). The available RoW is sufficient to cater this need. The designs
have been made in such a manner that 87.5% of the pipe is to be laid to a max depth of 3.0 m.
More depths are proposed for trunk mains which are to be provided along main roads having
wider RoW. Due care has been taken to fix the alignments so as not to do any harm to vegetation
or existing structures. (Please refer Annexure XXXII)
B. Sewage Treatment Plant
In the proposed sewerage system, the whole town is divided in 2 zones. Zone-1 is designed as
Centralized system with 5 Intermediate Pumping Stations with common STP. For Zone-2 the
design is carried out for gravity flow provided with a packaged treatment plant.
a) Zone -1, as per the desired effluent discharge parameters and looking to the less O&M
cost and land requirement for the construction, Sewage Treatment Plant -1 of 10.90 MLD
(for intermediate phase – year 2034) based on Sequential Batch Reactor (SBR) is
proposed to be constructed on Khasra No. 29 at Ward no. 8 near Badshah Pul. The area
of land available is 3.02 Ha and allotted land is 1.0 Ha against the requirement of 1.0
45
Hectare (Ha). The land is a government land free from any encumbrances. Initially the
land was selected left side of the road passing through the Khasra no. 29 but after detailed
discussions and as per the local conditions already stated in the table 1, the land piece for
STP is demarcated on the right side of the road in the same Khasra No. 29.
The average ground level is 434.50 m against the HFL of 434.56 m (source: railways). A
copy of letter indicating r HFL is enclosed as annexure XV. The land identified for
construction is flat in general having a gradual slope towards Chillar River.
b) Zone-2 is having low population and less flow rate. The design flow at the outfall of the
zone is 0.35 MLD in intermediate phase. A packaged treatment plant shall be
constructed on land at Khasra No. 452/5 at ward no. 3 Ayodhya Basti. The area of land
available is 730 sqm wherein, the land required for construction of Package Treatment
Plant is approximately 300 m2. The projected population of this specific area for the year
2034 is 3,191.
C. Intermediate Pumping Stations (Only for Zone I)
1) IPS-1
An intermediate sewage Pumping Station having capacity of 3.58 MLD is proposed at Khasra
No. 247 behind Rajeshwari Mata Mandir. The area of land available is 1570 sqm (0.157 ha)
against the approximate requirement of 210 Sq.m. to construct sump cum pump house. The land
is a government land free from encumbrances.
2) IPS-2
Second intermediate sewage Pumping Station having capacity of 0.66MLD is proposed to be
constructed at Khasra No. 458 at Ward no. 22 near Mahupua Rapat. The area of land available is
210 sqm against the approximate requirement of 210 Sq.m. The land is a government land free
from encumbrances.
3) IPS-3
Third intermediate sewage Pumping Station of capacity 3.87MLD shall be constructed at Khasra
No. 249 at Ward no. 7 near Maliwada Masjid. The area of land available is 630 sqm (0.63ha)
against the approximate requirement of 210 Sq.m. The land is a government land free from
encumbrances.
4) IPS-4
Fourth intermediate sewage Pumping Station having capacity of 1.40 MLD shall be constructed
at Khasra No. 354near at Patidar colony. The area of land available is 730 sqm (0.073ha) against
the approximate requirement Mahupura village of 210 Sq.m. The land is a government land free
from encumbrances.
5) IPS-5
Fifth intermediate sewage Pumping Station, having capacity of 0.43MLD is proposed to be
constructed at Khasra No. 17 in golyakheda village. The area of land available is 2400 sqm (0.24
46
ha) against the approximate requirement of 210 Sq.m. The land is a government land free from
encumbrances.
Laterals
The project components include laterals of 100mm diameter DWC-HDPE pipe having length of
41670m for connecting houses service chamber to the manholes on sewer lines. There are
approximately 4167 house service chambers (considering 1 for 3 houses) in conventional sewer
systems which are to be connected to the man holes in the sewer network.
D. Manholes
Construction of 3287 circular manholes having size of 900/1200/1500mm bottom diameter and
560mm top diameter is considered for the conventional gravity sewer system. The depth of
manholes shall vary from 1.60 m to 6.0 m as per the requirement.
For small bore solid free sewer system 893 circular manholes having size of 900mm bottom
diameter and 560 mm top diameter are proposed. The depth of manholes shall be limited upto
2.0 m.
E. House Service Chamber
4200 house service chambers having size of 600mm x 450 mm & 900mm deep shall be
connected to the outfall of the individual household.
F. Major components of Small-bore sewer systems are,
(i) House connection. The house connection shall be made at the inlet to the interceptor tank.
All household wastes (except for garbage and trash will be removed for disposal elsewhere) shall
enter into the system. Storm water is being excluded.
(ii) Interceptor tank. The interceptor tank a single-chamber tank is a buried watertight tank with
baffled inlet and outlet, designed to detain the liquid flow for 12 to 24 hours. The floating and
settle-able solids from the liquid stream shall be removed. The design shall provide sufficient
volume for storage of the solids, which shall be periodically removed through an access port
once in 1-2 years. 1610 nos. of interceptor tanks are provided for settlement of suspended
solid/sludge in sewage from households. The details of interceptor tanks are as below,
750 Nos. for individual HH having size of 1.0 m x 2.0 m x 1.5 m,
500 Nos. for 1 in 3 households having size of 1.0 m x 3.0 m x 1.85 m,
360 Nos. for 1 in 5 households having size of 1.5 m x 3.0 m x 1.90 m.
(iii) Sewers. The sewers shall be small bore DWC HDPE pipe (100 mm diameter) laid into the
ground at a depth sufficient to collect the settled wastewater from house hold connections by
gravity. The small-bore sewers are laid on a uniform gradient with straight alignment between
manholes or cleanouts.
(iv) Cleanouts and manholes. Cleanouts and manholes shall be provided for access to the
47
sewers for inspection and maintenance and also for flushing if required. These should be tightly
sealed to eliminate the possibility of infiltration and grit which commonly enter through the lids
and walls of manholes, and also to prevent tampering. There is no provision of cleanout in
contract agreement but these are necessary for SBSFS. So these shall be considered as an extra
item. No, of SBSFS manhole shall be replaced with cleanout.
(V) Property (Household) Connection- Individual Connection inside the property
Although the general practice is that chambers and network is provided upto the boundary line of
the Households and the property owner is required to apply for the connection and make the
connection on his own through authorized plumbers on the approval of ULB. But the experience
in the towns where sewerage projects have already been implemented under various programs, is
that the property owners are reluctant to get the connection. Learning from this experience,
GoMP has decided to include the connections inside the property as in integral part of the sub
project. Based on the door to door survey conducted, these connections are included in the Scope
of Work of the contractor and the methodology of making connections is also included in the
contract.
I) Septage Management:
Construction of 1610 Interceptors (in SBSFS) is also included in the sub project. All the
interceptors and septic tanks within the area served by SBSFS will need cleaning at
regular interval. These septic tank/interceptors may be required to clean in a span of
every two years.
A provision for Suction vehicles has been included in the sub project. There will be no
manual scavenging involved in the cleaning process.
The digested sludge from the septic tank will be sucked by a sewer suction machine and will be
disposed off at wet well in the inlet of proposed STP or the nearest IPS. The digested sludge will
be transported to trenching ground at village Bhilwadiya having Khasra no 1110/10/1 and
672/min-2 & 673/min-2 respectively.
48
3. LEGAL, POLICY AND ADMINISTRATIVE FRAMEWORK
3.1. Regulatory Framework - Environmental
Implementation of Shajapur Sewerage subproject is being governed by the Environmental and
Social Management Framework (ESMF) of MPUDP, Central as well as State environmental
policies, acts, rules, regulations, and standards. These regulations impose restrictions on
activities to minimize/mitigate likely impacts on the environment and society. It is the
responsibility of the project executing and implementing agencies to ensure subprojects are
consistent with the legal policy framework, whether world Bank, central, state or
municipal/local. Compliance is required in all stages of the subproject including design,
construction, and operation and maintenance.
The summary of regulations and mandatory requirements for the subproject is presented in Table
3-1 below.
Table 3-1: Applicable Environmental and Social Regulations for Sewerage Scheme in India
Law Description
Environment Related
EIA Notification EIA Notification of 2006 and 2009 of Government of India (replacing the
EIA Notification of 1994), set out the requirement for environmental
assessment in India. This states that Environmental Clearance is required
for certain defined activities/projects, and this must be obtained before any
construction work or land preparation (except land acquisition) may
commence. Projects are categorized as A or B depending on the scale of the
project and the nature of its impacts. Category A projects requires
Environmental Clearance from the National Ministry of Environment and
Forest. Category B projects require Environmental Clearance from the
SEIAA.
Sewerage projects are not listed in this notification and hence, requirements
of this act are not applicable to this sub-project
Environment (Protection)
Act, 1986.
Emissions and discharges from the facilities to be created or refurbished or
augmented shall comply with the notified standards.
This is an umbrella act of Government of India and will be applicable for
the project.
Environment (Protection)
Amendment Rules, 2017
(Discharge Standard for
Sewage Treatment Plants
(STPs)
Discharges from the facilities to be created or refurbished or augmented
shall comply with the notified standards.
Central Pollution Control Board/State Pollution Control Boards/Pollution
Control Committees may issue more stringent norms taking account to local
condition under section 5 of the Environment (Protection) Act, 1986‖.
49
Law Description
In MP for all the towns more stringent effluent standards than those issued
by the CPCB. Appendix IX provides applicable standards for discharge
standards for STP.
Water (Prevention and
Control of Pollution) Act
of 1974, Rules of 1975,
and amendments
Control of water pollution is achieved through administering conditions
imposed in consent issued under provision of the Water (Prevention and
Control of Pollution) Act of 1974 of Government of India. These conditions
regulate the quality of effluent, the location of discharge and the frequency
of monitoring of effluents. These are applicable to the State of Madhya
Pradesh also.
This act will be applicable to the sub-project and the proposed sewage
treatment plant will require the ‗Consent to Establish (CTE)‘ and ‗to
Operate (CTO)‘ from the Madhya Pradesh State Pollution Control Board.
Air (Prevention and
Control of Pollution) Act
of 1981, Rules of 1982
and amendments.
The subproject having potential to emit air pollutants into the atmosphere
have to obtain CTE under Section 21 of the Air (Prevention and Control of
Pollution) Act of 1981 from Madhya Pradesh Pollution Control Board
(MPPCB) before starting construction of the project and CTO before
commissioning and operation the project. The occupier of the
project/facility has the responsibility to adopt necessary air pollution
Requirements of this act will be applicable both during construction and
operation phase of the project.
Forest (Conservation)
Act, 1980 and Forest
Conservation Rules, 2003
as amended
As per Rule 6, every user agency, who wants to use any forest land for non-
forest purposes, shall seek approval of the Central Government.
The Act will not be applicable because no acquisition or diversion of forest
land is required for the subproject.
Ancient Monuments and
Archaeological Sites and
Remains Rules of 1959
The Rules designate areas within a radius of 100 meters (m) and 300 m
from the ―protected property‖ as ―protected area‖ and ―controlled area‖
respectively. No development activity (including mining operations and
construction) is permitted in the ―protected area‖ and all development
activities likely to damage the protected property are not permitted in the
―controlled area‖ without prior permission of the Archaeological Survey of
India (ASI). Protected property includes the site, remains, and monuments
protected by ASI or the State Department of Archaeology.
While no archeological monuments are located in the project area, (though
there is a Fort in the town but it is not covered under ASI or identified by
the State), the requirements of this act will be applicable, if any material of
cultural importance is found ‗by chance‘ during the implementation of the
project.
Madhya Pradesh State
Water Policy, 2003
Prepared in accordance with the National Water Policy, it states that ―for
environmental balance, skillful and planned management of all types of
developmental activities, economic use on equitable basis and in view of
the prime importance of water for all human and other living beings, an
50
Law Description
effective and sound water policy is necessary‖.
Policy is detailed in 17 sections dealing with different aspects of water
resources. No. 7 deals with Water Allocation Priorities, and according to
which drinking water supply shall have the highest priority followed by
irrigation, power, tourism, etc.
Water Resource Department is nodal department for permitting different
uses of water resources. Policy also states that ―clear provision for
reservation of drinking water shall be made in irrigation projects‖
This policy is not directly applicable to this sub project. However, re-use of
treated effluent under the sub project will be helpful in meeting the
objective of the policy.
Construction &
Demolition Waste
Management Rules, 2016
This rule shall be applicable to waste resulting from excavation of trenches
for pipe laying operations such as excavated pavement materials, cement
concrete roads, other construction debris and rubble
This is applicable to the present sub project.
Social Related
Right to Fair
Compensation and
Transparency in Land
Acquisition,
Rehabilitation and
Resettlement Act, 2013
(RTFCTLARR Act2013)
The Act provides for enhanced compensation and assistances measures
and adopts a more consultative and participatory approach in dealing with
the Project Affected Persons.
Since all the lands under the components of the proposed sub project are
Government lands or are being purchased by the SMC through mutual
agreement with the owner (in case of private land for proposed IPS4 and
IPS 5), hence, this act is not applicable.
MP Nagariyon Kshetra
ke Bhumiheen Vyakti
(Pattadhruti Adhikaron
ka Pradan Kiya Jana)
Adhiniyam, 1984,
popularly known as the
Patta Act.
Madhya Pradesh is the only Indian state where a separate act has been
passed by the state legislature for regularizing tenure of squatters on
government land. GoMP has been granting leasehold land titles or Pattas
to ―landless persons‖ or residents of squatter settlements in urban areas on
the basis of the MP Nagariyon Kshetra ke Bhumiheen Vyakti (Pattadhruti
Adhikaron ka Pradan Kiya Jana) Adhiniyam, 1984, popularly known as
the Patta Act. The Act applies to all urban areas of MP. The `Patta‘ Act
was introduced to grant leasehold rights to the landless persons occupying
urban lands. The Act entitles all landless persons occupying less than 50
sq m of land on a specified cut of date to leasehold rights for residential
use on the same land or on another site.
The Street Vendors
(Protection of
Livelihood and
Regulation of Street
Vending) Act, 2014
GOI recently enacted the act that specifically aims to protect the rights of
urban street vendors and to regulate street vending activities. It provides
for Survey of street vendors and protection from eviction or relocation;
issuance of certificate for vending; provides for rights and obligations of
street vendors; development of street vending plans; organizing of
capacity building programmes to enable the street vendors to exercise the
rights contemplated under this Act; undertake research, education and
51
Law Description
training programmes to advance knowledge and understanding of the role
of the informal sector in the economy, in general and the street vendors,
in particular and to raise awareness.
The Scheduled Tribes
And other Traditional
Forest Dwellers
(Recognition of Forest
Rights) Act,2006.
AnAct to recognise and vest the forest rights and occupation in forest land
in forest dwelling Scheduled Tribes and other traditional forest dwellers
who have been residing in such forests for generations but whose rights
could not be recorded; to provide for a framework for recording the forests
rights so vested and the nature of evidence required for such recognition
and vesting in respect of forest land. This does not apply to this sub
project.
Sexual Harassment of
Women at Workplace
Act, 2013
In the Act, it is made mandatory for every employer to provide a
mechanism to redress grievances pertaining to workplace sexual
harassment and enforce the right to gender equality of working women.
The Act is also unique for its wide ambit as it is applicable to the
organized sector as well as the unorganized sector. A handbook on the Act
has been released by Ministry of Women and Child Department to help all
agencies in taking pro-active measures.
EPF Act 1952 Employees' Provident Funds & Miscellaneous Provisions Act,
1952 applies to all states in India except Jammu and Kashmir. The
purpose of a provident fund is to provide financial security and stability
to elderly people on retirement. The employer is also expected to
contribute to its employees retirement fund.
The Workman
Compensation Act,
1923
The Workman Compensation Act, 1923 was formed to provide
compensations for workers who acquired/acquire injuries caused by
accidents in the course of employment. Therefore, employers are
obligated to pay compensations to workers who got injuries that led to
disablement or even death in the course of employment
Inter-State Migrant
Workmen (Regulation
of Employment and
Conditions of
Service) Act, 1979
A key piece of legislation governing inter-state migrants in India is
the Inter-State Migrant Workmen (Regulation of Employment and
Conditions of Service) Act, 1979. The Act was enacted to prevent the
exploitation of inter-state migrant workmen by contractors, and to ensure
fair and decent conditions of employment
Minimum wages Act
1948
The minimum wage act 1948 is an act to enforce minimum wages to
labourers in all categories and provide for certain other matter connected
there with. This act is applicable in this subproject
Payment of Wages Act,
1936
This Act applies to wages payable to an employed person in respect of a
wage period if such wages for that wage period do not exceed 12[twenty
four thousand rupees] per month or such other higher sum which, on the
basis of figures of the Consumer Expenditure Survey published by the
National Sample Survey Organisation, the Central Government may, after
every five years, by notification in the Official Gazette, specify
52
Law Description
The Payment of Bonus
Act 1965
The minimum bonus of 8.33% is payable by every industry and
establishment under section 10 of the Act. The maximum bonus including
productivity linked bonus that can be paid in any accounting year shall
not exceed 20% of the salary/wage of an employee under the section 31 A
of the Act
3.2. World Bank Safeguard Policies
The Bank requires environment and social assessment (ESA) of projects proposed for Bank
financing to help ensure that they are environmentally sound and sustainable, and thus to
improve decision making. Table 3.2 presents the key safeguard policies of The World Bank
applicable for MPUDP. Comparison of national environmental policies and World Bank
safeguards operational policies are given in table no. 3.3.
53
Table 3-2: World Bank Safeguard Policies applicable for MPUDP
World Bank
Safe Guard
Policies
Objective Applicability Safeguard Requirements
OP 4.01
Environmental
Assessment
The objective of this policy is to ensure
that Bank financed projects are
environmentally sound and
sustainable.
The environmental issues will be
addressed adequately in
advance. An Environmental
Assessment (EA) with
Environmental Management
Plan (EMP) shall be developed
to manage environmental risks
and maximize environmental
and social benefits wherever it is
applicable.
EIA and/or EMP required.
OP/BP 4.12
Involuntary
Resettlement
The objective of this policy is to avoid
or minimize involuntary resettlement
where feasible, exploring all viable
alternative project designs.
Furthermore, it intends to assist
displaced person in improving their
former living standards; community
participation in planning and
implementing resettlement; and to
provide assistance to affected people,
regardless of the legality of title of land
This policy applies to all
components of the project that
result in involuntary
resettlement, regardless of the
source of financing including
projects that are carried out, or
planned to be carried out,
contemporaneously with the
project.
All proposed project sites had been
subjected to screening. No need for land
acquisition, nor adverse impact on assets
and livelihood are likely. The policy is
not applicable, and no separate RAP is
prepared.
The land parcels selected for all the
components, including Intermediate Pumping
Stations (IPS), are in Government lands.
54
World Bank
Safe Guard
Policies
Objective Applicability Safeguard Requirements
OP/BP 4.10
Indigenous
People
This policy aims to protect the dignity,
right and cultural uniqueness of
indigenous people; to ensure that they
do not suffer due to development; that
they receive social and economic
benefits
No area of Shajapur falls in
Schedule V area, as per
Constitution of India.
Based on the assessment and consultation
with the key stakeholders it is confirmed
that the tribal people in the project area
do not exhibit typical characteristics such
as living as a group; speak separate
language from dominant population,
having separate institutions in close
attachment to the forest etc. Hence, the
policy does not apply. No separate IPP is
required
OP/BP 4.11
Physical
Cultural
Resources
This policy aims at assisting in the
preservation of cultural property,
historical, religious and unique natural
value. This includes remains left by
previous human inhabitants and unique
environment features, as well as in the
protection and enhancement of cultural
properties encountered in Bank-
financed project.
These policies will not triggered
by sub-projects where cultural
property, historical, religious
and unique natural value-this
includes remains left by previous
human inhabitants and unique
environment features may be
affected due to project.
This policy is applicable to the sub
project. While there are no designated
cultural properties in the town, due to the
presence of historic structures and also
due to the fact that the alignment of
sewer/feeder line is not finalized, chance
find procedure will applicable for the
project.
OP / BP 7.50
World Bank
Policy for
Projects on
International
Waterways
The policy deals with two categories of
water bodies namely (i) international
inland waterways which included any
River, canal, lake or other inland
waterway; and (ii) international waters
which included bays, gulfs, straits, or
channels bounded by several states, or
Abstraction of water from Rivers
/tributaries which are part of
Ganga Basin
River Chillar (a tributary of River
Chambal) passes through Shajapur,
which is a part of Ganga River Basin.
Hence, the policy is applicable for this
sub-project. As per the policy
requirements, the beneficiary state)
should notify the other riparian countries
55
World Bank
Safe Guard
Policies
Objective Applicability Safeguard Requirements
if within one state recognized as
necessary channels of communication
between the open sea and other states.
The Bank policy for projects on
international waterways is based on
two principles. The first element is the
recognition by the Bank that
cooperation and goodwill of all
riparians is essential for the efficient
utilization and protection of the
international waterway. The second is
the general rule that all riparians
should be notified, subject to certain
specified exceptions, of Bank-financed
of the project and provide them the
project details.
However, since either the amount of
water to be abstracted from the tributaries
(of River Ganga) in the towns where
Water Supply is proposed under MPUDP
is very little, or the discharge of treated
water from the sewerage sub projects into
the tributaries (of River Ganga) is very
little, an exception from the World Bank
management has been provided to the
project from notifying the riparian
countries.
OP 4.04 Natural
Habitats
The policy recognizes that the
conservation of natural habitats is
essential for long-term sustainable
development. The Bank, therefore,
supports the protection, maintenance
and rehabilitation of natural habitats in
its project financing, as well as policy
dialogue and analytical work. The
Bank supports and expects the
Borrowers to apply a precautionary
approach to natural resources
management to ensure environmentally
This policy may be triggered by
the Project due to activity
requiring forest/ wildlife lands,
locating close to the natural
habitats with the potential to
cause significant adverse impact
or degradation of natural habitats
whether directly (through
construction) or indirectly
(through human activities
induced by the project
This policy is applicable in this
subproject because our project is
proposed near the water body as well as
outfall of the treated wastewater is also in
the river.
56
World Bank
Safe Guard
Policies
Objective Applicability Safeguard Requirements
sustainable development.
General EH&S
Guidelines
World bank
group
The General Environment, Health and
Safety (EHS) Guidelines contain
information on cross-cutting
environmental, health, and safety issues
potentially applicable to all projects. The
EHS Guidelines for Water and Sanitation
include information relevant to the
operation and maintenance of (i) potable
water treatment and distribution systems,
and (ii) collection of sewage in centralized
systems (such as piped sewer collection
networks) or decentralized systems (such
as septic tanks subsequently serviced by
pump trucks) and treatment of collected
sewage at centralized facilities
These Guidelines are technical
reference documents with general
and industry-specific examples of
Good International Industry
Practice (GIIP). The Guidelines
contain the performance levels and
measures that are normally
acceptable to World Bank Group
and that are generally considered to
be achievable in new facilities at
reasonable costs by existing
technology. This guideline will be
applicable to the proposed
subproject.
These guidelines apply and the provision to
comply with the guidelines has been included
in the EMP and also in the Bid document.
Environmental,
Health, and
Safety
Guidelines for
Water and
Sanitation
relevant to the operation and
maintenance of (i) potable water
treatment and distribution systems,
and (ii) collection of sewage in
centralized systems (such as piped
sewer collection networks) or
decentralized systems (such as septic
tanks subsequently serviced by pump
trucks) and treatment of collected
sewage at centralized facilities
facilities at reasonable costs by
existing technology.
This guideline will be applicable
to the proposed subproject since
it is a sewerage project.
These guidelines apply in this project and required
to comply during all phases of the project.
57
Table 3.3: Comparison of National Environmental Policy and Bank’s Safeguard Operational
Policies
S. No Bank’s Safeguard
OPs
Equivalent National Environmental Policy and
Regulations
Policy Gaps and its redressal
1. OP 4.01
Environmental
Assessment
Environmental Impact Assessment Notification-2006,
14th Sep-2006, as amended in 2009 and 2016
Environmental protection Act, 1986 and subsequent
amendments
Environmental Impact Assessment Notification-2006,
14th Sep-2006, as amended in 2009 and 2013
Air (Prevention and Control of Pollution) Act, 1981;
Water (Prevention and Control of Pollution) Act, 1974,
for Pollution-Prevention-and-Management;
The Noise Pollution (Regulation and Control) Rules, 2000
Municipal Solid Waste (Management & Handling)
Rules, 2000 (MSW Rules)
Hazardous Wastes (Management, Handling and Trans-
boundary Movement) Rules, 2008.
Batteries (Management and Handling) Rules, 2001
The E-Waste (Management) Rules, 2016,
Plastic waste Management Rules, 2016
Construction & Demolition, Waste Management Rules,
2016 Right to information Act 2005
The Building and Other Construction Workers
(Regulation of Employment and Conditions of Service)
Act, 1996
Contract Labour (Regulation &Abolition) Act 1970,
The OP 4.01 requires EA for Sewerage
subproject while EIA notification 2006
and amendments is not applicable in
this sewerage project.
Further, considering IGP notes and
Bank‘s internal guidance, the gap exists
with regard to community health and
safety issues.
The project design considers avoiding
any large-scale impacts on vegetation,
land and environment due to
construction and outfall of the treated
wastewater.
It is also ensured to reuse treated
wastewater as much as possible and
also reuse of extracted and demolition
waste materials in project construction.
58
S. No Bank’s Safeguard
OPs
Equivalent National Environmental Policy and
Regulations
Policy Gaps and its redressal
Minimum Wages Act 1948, Payment of Wages Act 1936,
Child Labour (Prohibition & Regulation) Act 1986,
Inter-State Migrant workmen‘s (Regulation of
Employment & Conditions of Service) Act 1979
The Right to Fair Compensation and Transparency in
Land Acquisition Rehabilitation and Resettlement Act,
2013 (Act 30 of 2013) (LARR)
2. OP 4.04 Natural
Habitats
Biological Diversity Act, 2002,
Wildlife Protection Act 1972 (WLPA),
Provisions from the acts meet the OP
4.04 requirements.
The proposed subproject is not in
protected area nor wildlife sanctuaries
(Environmental Sensitive areas).
However, MPUDC has adopted more
stringent treated wastewater standard to
minimize the impact of receiving water
of the outfall.
3 OP 4.09 Pest
Management
Not applicable
4 OP 4.10 Indigenous
People
Not applicable
5 OP 4.11 Physical
Cultural
Resources (PCR)
Ancient Monuments and Archaeological Sites and Remains
Act, 1958
Provisions from the act meet the OP
4.11 requirements.
Chance find procedures are included in
EMSP. Impacts on religious structures
(not protected, but social and cultural
value) will be mitigated or managed
through provisions for restoration or
59
S. No Bank’s Safeguard
OPs
Equivalent National Environmental Policy and
Regulations
Policy Gaps and its redressal
reconstruction of CPRs in C-ESA.
6 OP 4.12 Involuntary
Resettlement The Right to Fair Compensation and Transparency in
Land Acquisition Rehabilitation and Resettlement Act,
2013 (Act 30 of 2013) (LARR)
MP Nagariy Kshetra ke Bhumiheen Vyakti (Pattadhruti
Adhikaron ka Pradan Kiya Jana) Adhiniyam, 1984,
popularly known as the Patta Act.
The Street Vendors (Protection of Livelihood and
Regulation of Street Vending) Act,2014
Gap exists specifically related to
aspects such as identification of non-
titleholders as PAPs; cut off dates for
non-titleholders and valuation of
structures with depreciation. It is
clarified that all proposed project sites
had been subjected to screening. No
need for land acquisition, nor adverse
impact on assets and livelihood are
likely. The policy is not applicable, and
no separate RAP is prepared.
The land parcels selected for all the
components, including Intermediate
Pumping Stations (IPS), are in Government
lands
7 EHS Guidelines for
Construction
Materials Extraction,
April, 2007, IFC
Environmental protection Act, 1986 and subsequent
amendments
Environmental Impact Assessment Notification-2006,
14th Sep-2006, as amended in 2009 and 2013
Air (Prevention and Control of Pollution) Act, 1981;
Water (Prevention and Control of Pollution) Act, 1974,
for Pollution-Prevention-and-Management;
The Noise Pollution (Regulation and Control) Rules, 2000
National Resource Efficiency Policy, 2019 (Draft)
Notification for use of fly ash, 2003 and MoEF&CC
notification dated 25th March 2015
The majority of OPs requirements are
addressed by existing regulations.
However, with regard to resource
efficiency and climate change /GHG
aspects, bridging of gap is most likely
after notification of National Resource
Efficiency Policy, 2019, currently at
draft stage.
Project design considers measures for
reuse of extracted materials in project
construction.
60
S. No Bank’s Safeguard
OPs
Equivalent National Environmental Policy and
Regulations
Policy Gaps and its redressal
Municipal Solid Waste (Management & Handling)
Rules, 2000 (MSW Rules)
Hazardous Wastes (Management, Handling and Trans-
boundary Movement) Rules, 2008.
Batteries (Management and Handling) Rules, 2001
Central Motor Vehicle Act 1988 and Central Motor
Vehicle Rules 1989
The E-Waste (Management) Rules, 2016,
Plastic waste Management Rules, 2016
Construction & Demolition, Waste Management Rules,
2016
The Mines and Minerals (Development and Regulation)
Act 1957
61
4. BASELINE ENVIRONMENT AND SOCIAL PROFILE
4.1. Baseline Study
This chapter presents the baseline profile of various environmental features in Shajapur city. The
baseline details have been recorded for assessing the potential impacts due to the proposed
sewerage sub-project. The baseline environmental status is important to understand the region's
existing physical and biological characteristics along with cultural and social status of the
residing community. Information and data presented in this section is based on field surveys,
stakeholder interaction/consultations and available secondary data including relevant data from
the Detailed Project Report (DPR) of the project, City Development Plan (CDP) of the
municipality, available Water/ Air/ Noise quality monitoring reports of CPCB and Madhya
Pradesh Pollution Control Board, City census data etc. The information in the baseline
environmental conditions forms the basis to analyze the probable impacts of the project vis-à-vis
the present background environmental quality of the core study area. The detailed profile is
presented in the following sections.
4.2. Profile of Shajapur Subproject Sites
The subproject components locations are in the town and its surroundings. None of the
components are proposed in any forest land or any sensitive area. There are neither protected
areas, like wildlife sanctuaries, national parks, nor historically, archeologically protected areas in
the vicinity. Town is densely populated in the core/old town areas with narrow lanes, and small
and closely built houses. Commercial areas are along the main roads, which are generally
congested with activities, pedestrians and traffic. Site specific environmental Features of
proposed Sewerage Scheme components are presented in Table 4-1.
Table 4-1: Site Environmental Features of Proposed sub project components
S. No Components Detail of Location and Environmental features
1 STP-1
10.90MLD
1. A study on availability of land at the tail end of the network was
carried out for the selection of land for STP with capacity of
10.90 MLD for zone-I. After detailed investigations, it was found
that most of the lands available are private or insufficient or far
away from making the sub project which is not financially
feasible. Finally, Khasra No 29 in ward no. 08 near Badshah Pul
at Chillar River in North-East side, was selected. This is
Government Land having sufficient available area 3.4 hectare
against a requirement of 1.0 hectare) for the required capacity of
STP and the technology (SBR). This site is well approachable by
the BT Road.
2. There is an existing 3m wide road within the same Khasra. The
DPR conceived to construct the STP towards the graveyard side
62
S. No Components Detail of Location and Environmental features
of the road, however, after discussions with the local district
authorities and ULB officials, the final demarcation of the land
parcel for STP is done on the other side of road to avoid any
public resistance as well as to increase distance from graveyard.
3. Site has three trees (Two trees -Azadirecta Indica & one tree -
Phoenix dactylifera) which need to be shifted/cut as per actual
STP layout. Proper mitigation measure i.e., permission of tree
cutting from Chief Municipal Officer of SMC, will be obtained
and 5 times trees will be planted in lieu of these trees. This is
important to note that the contract provides for plantation of 500
trees by the contractor.
4. STP is proposed on government land; hence, no land acquisition
is required. The land is available with the contractor.
5. The land identified for construction is flat having a gradual slope
towards River side. The area of land available is 3.02 Ha. District
collector allotted 1.055 Ha to construct STP against a
requirement of 1.00 Ha. The STP will have sump of capacity
225KL. The useful capacity of sump shall be 130 KL in place of
225KL calculated below the invert level of pipe up to finished
floor level of sump. This is required for 30 minutes of retention
period for Intermediate average flow.
6. Treated sewage (after meeting the effluent standards as given in
annexure-No IV) will be disposed in the Chillar River which is at
a distance of appx100 m.
7. Neither forest nor any sensitive areas exists near the proposed
site. The site in general is surrounded by open space. Discussions
with the local masses revealed that people have no grievance
regarding location of that STP.
8. General wind direction is from North towards South. The main
township is in the South-East direction & 500m away from the
proposed location. Trees will be planted in the STP premises to
avoid bad smell, if any, from STP.
9. It is proposed to plant trees in the STP premises to minimize the
impact of Green House Gases like methane gas likely to be
produced during the Sewage treatment.
10. The average ground level of STP site is 433.44M above MSL as
against the HFL of 434.56M.
11. The discharge carrying capacity of River has been worked out in
63
S. No Components Detail of Location and Environmental features
the DPR (Chapter 7) and it is also rechecked by the contractor
(detailed is enclosed as annexure XI, as per the available cross-
sectional area and slope on site. This comes to 3.60 cumecs
against the required discharge of 0.0057 cumecs. Hence the
River capacity is sufficient to carry additional treated wastewater
discharge during monsoon and will have no adverse impacts.
12. In the year 2018-19 i.e after approval of DPR ESA, it was
observed that a local person started seasonal farming activity on
part of land along river Chillar at the vacant government land.
Since the land on which he was seen doing farming activity
seemed to be within the same Khasra (No. 29) in which STP is
proposed, he was contacted. This was further important to
contact him, because the land parcel for STP was yet to be
demarcated. The person named Shri Ambaram, was contacted
and informed about the status of land and the project being taken
up on it. He was also informed that in case, this piece of land is
demarcated by the District Authorities, he or anyone from his
family will be offered a job from the contractor. Shri Ambaram
admitted that this is an encroachment on Government land and
requested that he should be allowed to harvest the crop, he had
already sown. His request was accepted. While demarcating final
piece of land, ample land is still available for Shri Ambaram, if
he wishes to continue with farming. However, he has not been
seen doing any farming activity since last 10 months. Although,
no income loss or livelihood loss has occurred to Shri Ambaram,
his son Mr Shashant Ambaram Malviy, has been appointed as
―supervisor‖ @ Rs 12000 per month by the contractor. Farmer‘s
consent is appended at annexure XXIX,
13. Now there is no farming activity is being done since last year at
the site. Since there is no livelihood loss or income loss involved
hence no RAP is required to be prepared.
14. A board stating the ownership and purpose, was put on the site
after demarcation so that in case anyone has any grievance may
reach to either PIU or ULB. Construction of office at site was
also started. No such grievance has been received either in PIU
or PMU or ULB or District Authorities.
64
S. No Components Detail of Location and Environmental features
Site Photographs
STP-1
2. STP-2
0.35MLD
Package STP
1. After detailed investigations, the land (At Khasra No 452/5) ward
No. 03, Ayodhya Basti selected for Zone –II area.
2. The site is free from any encroachment and habitation. This land is
under the possession of Nazul (Government) and hence, no
acquisition is required.
3. The area of land available is 0.073 Ha wherein, the land required for
construction of STP is approximately 100 m2. The land is available
with the contractor.
4. The minimum and maximum ground level is 447.97 and 448.65m
respectively against the HFL of 449.23m.
5. The land identified for construction is flat having a gradual slope
towards west side drains available near the proposed location.
6. Proposed location is barren land, trees, shrubs observed at the site
65
S. No Components Detail of Location and Environmental features
and the Proposed land is surrounded by Agriculture area.
7. The proposed site is at a distance of 100 m from river and 50 m from
main habitation.
8. The proposed location is well approachable through 4 m wide CC
road
Site Photographs
STP-2
Intermediate Pumping Stations (All in Zone-I)
1. IPS -1 1. An intermediate sewage Pumping Station having capacity of 3.58
MLD shall be constructed (Khasra No. 247) behind Rajeshwari Mata
Mandir.
2. The area of land available is 1570 Sqm to construct sump cum pump
house. The requirement of land to construct Sump is 210 Sq.m. Land
is available with the contractor.
3. The minimum and maximum GL of the site is 437.86m, 438.80
respectively whereas the HFL 438.88m.
4. The proposed site is at a distance of 77m from river and 300 m from
main habitation.
5. Neither forest nor any sensitive areas area exists near the proposed
site. The land is free from any type of disputes and encroachment.
The proposed land belongs to the government and doesn‘t require
any acquisition from private parties.
6. There are observed some shrubs which may be required to be
shifting/cutting depends on the actual drawing and designs.
7. The land parcel is easily approachable through existing WBM road.
Site Photographs
IPS-1
2. IPS -2 1. IPS having capacity 0.66 MLD in ward no.22, Khasra No. 458 near
66
S. No Components Detail of Location and Environmental features
MahupuaRapat, Dhan Mandi and Omkareshwar temple.
2. The site selected for construction of IPS in the bank of Chillar River.
3. The area of land available is 210 Sqm to construct sump cum pump
house. The requirement of land to construct IPS is 210 Sq.m. Land is
available with the contractor.
4. Neither forest nor any sensitive areas area exists near the proposed
site. The site in general is surrounded by open space. The land is free
from any type of disputes and encroachment. The proposed land
belongs to the government and doesn‘t require any acquisition from
private parties.
5. The proposed site is at a distance of 250m from river and 100 m from
main habitation.
6. The land parcel is easily approachable through 6 m wide RCC
existing road.
7. During discussions with the local masses it was found that they have
no grievance regarding location of the IPS.
Site Photographs
3. IPS -3 1. Third intermediate sewage Pumping Station having capacity of
3.87MLD shall be constructed (Khasra No. 249) at Ward no. 7 near
Maliwada Mosque (Masjid).
2. The proposed land is in possession of the ULB and hence, no
acquisition is required.
3. The area of land available is 630 Sqm to construct sump cum pump
house. The requirement of land is 210 Sq.m. Land is available with
the contractor.
4. The site selected for construction of IPS is with gradual slope
towards the Chillar River having minimum and maximum ground
level is 434.62m, 435.69m respectively against the HFL 437.25m.
5. The pump floor level will be constructed at least 1 meter above the
67
S. No Components Detail of Location and Environmental features
HFL which may disrupt free flow of water. This is further added that
IPS 2 is very small structure. The design and construction of garland
drain is included in the scope of work of the contractor.
6. The proposed site is at a distance of 6m from river and 100 m from
main habitation
7. The land parcel is easily approachable through existing 4 m wide
RCC road.
8. The proposed land is adjacent to the Masjid boundary. Consultations
have been done with the Mosque community and they have agreed to
the proposal.
9. The proposed land is free from the any encroachment.
Site Photographs
4. IPS -4 1. Intermediate sewage Pumping Station having capacity of 1.40 MLD
shall be constructed (Khasra No. 354) at Patidar colony in ward
no.01 near Nalla (Mari Mata Bag Nalla). The area also known as
Mari Mata colony.
2. The area of land available is 730 Sqm to construct sump cum pump
house. The requirement of land is 210 Sq.m. Land is available with
the contractor.
3. Proposed land is Government Land and hence, no acquisition is
required.
4. In the IPS-5 accessibility issues may occur in near future, if Builder
cover the land through close campus. To ensure the accessibility
right, CMO and PIU must ensure the accessibility to the work site
(IPS) by providing permission to the builder.
5. The land is free from any encroachment, trees, habitations and
sensitive areas.
8. The proposed site is at a distance of 750m from river and 400 m from
main habitation.
68
S. No Components Detail of Location and Environmental features
Site Photographs
5. IPS –5
1. Proposed IPS having capacity of 0.43MLD shall be constructed
(Khasra No. 17) near brick kiln manufacturing unit (Eit-Bhatta) in
ward no.03.
2. The area of land available is 2400 Sqm. to construct sump cum pump
house. The requirement of land is 210 Sq.m. Land is available with
the contractor.
3. The land parcel is easily approachable through existing road.
4. There are some trees in the land parcel which may be required to
shifting/cutting depends on the actual layout of the IPS.
9. The proposed site is at a distance of 88m from river and 100 m from
main habitation.
Site Photographs
4.3. Physical Environmental Profile of Shajapur
4.3.1 Meteorology and Climate
The climate is tropical in Shajapur. It is generally dry except in the monsoon season. May is the
hottest month with the mean daily maximum at about 45°C. The typical summer months are from
April to June with temperature ranging 35- 40°C, and about 45°C in the month of May while in
winter season, November to February, temperature is as low as 3°C during nights. January is the
69
coldest month of the year. The town receives highest rainfall during months of July and August.
The climatic timeline of the district can be divided into five seasons as below table 4.2:
Table 4-2: Climatic Pattern
Seasons Months
Summer April to June
Monsoon July to August
Post Manson September to November
Winter December to February
Autumn March
(Source: website: Climae-data.org)
During the south- west monsoon season the relative humidity generally exceeds 88% (July /
August month). The rest of the year is drier. The driest part of the year is the summer season,
when relative humidity is less than 33%. April is the driest month of the year.
The wind velocity is higher during the pre-monsoon period as compared to post monsoon period.
The maximum wind velocity is 27.0 km / hr. observed during the month of June and minimum
7.1 km/hr during the month of November. The average normal annual wind velocity of Shajapur
district is 15.9 km / hr.
Wind velocity remains highest in the months May-June. Wind blows mostly from the west during
the south-west monsoon. In October, winds are light and variable in direction. In the winter,
winds are mostly north-easterly or easterly. Westerly or north-westerly winds appear in January in
the afternoons and by summer, these winds predominate.
4.3.2 Rainfall
The normal annual rainfall of Shajapur District is 1020.2 mm. Shajapur district receives
maximum rainfall during south – west monsoon period i.e. June to September. About 92.3% of
the annual rainfall received during monsoon season. Only 7.7% of the annual rainfall takes place
between October to May period. Thus, surplus water for ground water recharge is available only
during the south – west monsoon period. The maximum rainfall received at Shajapur is 987.3 mm
and minimum at Susner 865.4 mm. Monthly climatic data for Shajapur town is presented below in
table 4.3.
Table 4-3: Monthly Climatic Data for Shajapur Town
Jan Feb. Mar. April May June July Aug. Sept. Oct. Nov. Dec.
Avg. Temperature (°C) 19 21.5 25.9 30.6 33.8 31.6 27 26.3 26.6 25.4 21.5 19.3
Min. Temperature (°C) 11 12.9 17.2 22.2 26.5 25.8 23.6 23.2 22.4 18.4 13.2 11
Max. Temperature (°C) 27 30.1 34.7 39 41.2 37.4 30.5 29.4 30.8 32.5 29.9 27.6
Avg. Temperature (°F) 66.2 70.7 78.6 87.1 92.8 88.9 80.6 79.3 79.9 77.7 70.7 66.7
Min. Temperature (°F) 51.8 55.2 63.0 72.0 79.7 78.4 74.5 73.8 72.3 65.1 55.8 51.8
70
Jan Feb. Mar. April May June July Aug. Sept. Oct. Nov. Dec.
Max. Temperature (°F) 80.6 86.2 94.5 102.2 106.2 99.3 86.9 84.9 87.4 90.5 85.8 81.7
Precipitation / Rainfall
(mm) 12 1 6 1 7 95 318 291 217 30 14 4
(Source: website: Climae-data.org)
4.3.3 Air, Noise and water Environment
The data on ambient air quality monitoring and Noise level data is not available as Shajapur is
monitored by the Madhya Pradesh Pollution Control Board (MPPCB).
Therefore, a rapid ambient air quality monitoring was conducted by the support agency
appointed by the MPUDC, so as to establish baseline air quality for the town. The monitoring
was done at three locations one near Nagar Palika Parishad, one at IPS-5 and one at STP site in
the Shajapur city area. The monitoring was done on 3rd
, 5th
, 7th
and 10th
April 2018 for 24 hours.
Table 4-4: Ambient Air quality of Shajapur Town
S.No AAQM Station PM 2.5 (µg/m3) NAAQ Standards,
µg/m3 Maximum Minimum Average
1. AAQM (Nagar Palika Parishad) 34.96 28.68 31.53
60
2. AAQM (STP location) 34.25 28.47 31.64
3. AAQM (IPS-5 location) 33.85 25.12 30.16
PM 10 (µg/m3)
1. AAQM (Nagar Palika Parishad) 62.45 53.25 57.64
100
2. AAQM (STP location) 57.63 51.25 54.19
3. AAQM (IPS-5 location) 52.67 44.74 48.79
SO ᵪ
1. AAQM (Nagar Palika Parishad) 10.91 7.21 9.68
80
2. AAQM (STP location) 11.98 7.85 9.48
3. AAQM (IPS-5 location) 11.54 7.45 9.38
NO ᵪ
1. AAQM (Nagar Palika Parishad) 19.67 14.11 17.93
80
2. AAQM (STP location) 20.87 13.68 17.17
3. AAQM (IPS-5 location) 20.44 13.01 16.58
Source: Air monitoring results
Table 4-5: Comparative Baseline and AAQM data conducted by contractor
AAQM conducted by the Contractor on April, 2018 AAQM conducted by the Contractor on 31
st
January, 2020 (Annexure-V)
S.No AAQM
Station
PM 10
(µg/m3)
PM 2.5
(µg/m3)
SO ᵪ
(µg/m3)
NO ᵪ
(µg/m3)
AAQM
Station
PM 10
(µg/m3)
PM 2.5
(µg/m3)
SO ᵪ
(µg/m3)
NO ᵪ
(µg/m3)
1
AAQM
(STP
location)
54.19 31.64 9.48 17.17 AAQM
(STP- 1) 70.5 31.7 16.6 21.2
71
2 AAQM
(IPS-5) 48.79 30.16 9.38 16.58
AAQM
(STP-2) 76.1 27.9 16.3 21.5
3
AAQM
(Nagar
Palika
Parishad)
57.64 31.53 9.68 17.93
AAQM
(Jyoti
Nagar
Lalghati
Zone-1)
80.3 42.8 19.7 23.4
NAAQ
Standards,
µg/m3
100 60 80 80
NAAQ
Standards,
µg/m3
100 60 80 80
The comparison of the monitoring results during construction phase with the base line data
shows there is slight increase in the levels of PM2.5, PM10, oxides of Sulphur and Nitrogen but
overall Monitoring results shows that levels of PM2.5, PM10, oxides of Sulphur and Nitrogen are
well within the National Ambient Air Quality Standards (NAAQS). It is very much lower than
standards prescribed and it is not expected that construction would increase dust levels. However
as precautionary measure: dust barriers, sprinkling will be adopted for high dust emitting
construction areas; likewise, Noise & water quality.
Noise Monitoring was done at three locations and is presented in Table 4.6 below.
Table 4-6: Ambient Noise Levels in Shajapur
S.
No.
Place Noise Level, dB Permissible Limit, dB
LDay LNight Day Night
1 AAQM (Nagar Palika Parishad)-commercial area 66.3 43.0 65 55
2 AAQM (STP location)- open area in residential
zone
55.6 38.8 55 45
3 AAQM (IPS-5 location)- near brick kiln 58.3 39.4 65 55
Source: Noise Monitoring results
The day time noise level was monitored in the range of 58.3 dB to 66.3 dB while in the night
time it was 38.8 dB to 43.0 dB. It was found that the Noise levels were slightly higher than the
standard near the Nagar Palika Office which lies in the commercial area. The noise level near
STP location was also found slightly on the higher side of permissible limits. However, during
night time, the noise levels were within the permissible limits National Ambient Noise level
Standards (Annexure II). The comparison of the monitoring results during construction phase
with the baseline data shows there is a slight increase in the levels of noise during day time but it
is found well below the limit in the night time. The table of comparison is given in the table
below
72
Table 4.7 Comparative Baseline and Noise monitoring data conducted by contractor
AAQM conducted by the Contractor on 31st January, 2020 (Annexure-5)
S.
No. Place
Noise Level, dB Permissible Limit, dB
LDay LNight Day Night
1 AAQM (STP- 1) 70.5 58.4 65 55
2 AAQM (STP-2) 68.2 62.7 55 45
3 AAQM (Jyoti Nagar Lalghati Zone-1) 71.6 57.8 65 55
Source: Noise monitoring results
In order to measure the baseline level of existing water quality and probable pollution in the
storm water drain (STP outfall, receiving water body) Chillar river at STP site, Sarra, Biological
oxygen demand (BOD) and Chemical oxygen demand (COD), pH, TSS etc. were tested. The
BOD is 140 mg/l, COD 290 mg/l, total suspended solids 362 mg/l, total dissolved solid 870
mg/l, and total Nitrogen 34.16 mg/l were observed (Annexure XXVIII).
4.3.4 Soil
The soil in Shajapur district is predominantly rich black loamy type and in some parts of the
district, black cotton soil type of medium to shallow in depth is also found. The soils are of
mixed type and no distinct boundary between any two types of soils is found.
(a) Black cotton Soil: - These soils are dark grey to black in color, composed of clay and are
plastic & sticky in nature. These soils are fertile in nature and derived from
decomposition of trapping rocks having thickness of 15 cm to 2m. These soils cover
major part of the district.
(b) Lateritic soil: - These soils consist of sandy loam to clayey loam and brick red to red in
colour. These soils are derived from weathered ferruginous basalt and are found around
Agar and Barod blocks.
(c) Alluvium soil: -The alluvium is of mixed origin & comprises of silt & clay and
admixtures of these in varying properties. The occurrence of alluvium is confined to the
bank of stream and Rivers and usually 3 to 4m in thickness.
4.3.5 Topography
Shajapur is situated on the Northern Part of the Malwa Plateau. Most part of this area is hilly as it
also falls under the area of Vindhyachal Ranges. The hills here are of low height and width. This
area also falls in the Kucchar Area of River Chambal. Shajapur town is situated on the banks of
River Chillar and is also in the vicinity of other tributaries of River Chambal like Lakhundar,
Parbati, Newaj and Kalisindh. The soil typology of the town is Black Cotton Soil. The general
slope of the town is in the North-Western direction.
73
4.3.6 Drainage
The town Falls in the Chambal River basin and the natural streams collect the entire storm water
to Chillar River which ultimately goes on to meet Chambal. The Natural drain is sloping towards
natural path of Stream and River, which enables easy disposal of storm water from the town.
4.3.7 Ecological Features -Flora and Fauna
The most widely found floral species in and near the town are: Bel (Aegle marmelos), Mahaneem
(Alianthus excels), Kala Siris (Albizia odoratissima ), Neem (Azadireca indica), Kharjur
(Phoenix dactylifera)Semal (Bombax ceiba), gular, (Ficus glomerata), Pipal (Ficus religiosa),
dahoda, (Anogeissus latifolia), mohini (Odina wodier) biya (Pterocaps marsupian), shisham
(Dalber giaralifolia), kakad (Ganga pinnatya), tendu (Diospyrestomentosa), palas (Butta
frondasa), dhoban (Dalbergiapainenlate), aonla (Phylianthusindica) and khair (Acacia catlechu)
Mahua (Madhuca indica), Khajur (Phoenix sylvestris), Imli (Tamarindus indica), Bahera (
Terminalia bellirica), Sissoo (Dalberigia sissoo), Kumbhi (Careyaar borea)¸cassia (Cassia
siamea) and Bottle Brush (Callistemon lanceolatus).
Fauna in the project area are Cat (Felis catus), Nilgai (Boselaphus tragocamelus), Bhedki
(Muntiacus muntjak), Fox (Vulpes bengalensis) , Capra aegagrus hircus( domestic goat) ,
Bubalus bubalis ( buffallow) Canis Aureus (Jackal) , Fvacolinus Pondicerianus ( Grey
Francolin) , Sciuridae ( Squirrel) , Herpestidae ( mongoose), Oryctolagus cuniculus ( Rabbit) ,
Ovis aries( sheep) and fishes like Labeo rohita (Rohu) , Catla catla( Catla) C.reba( Reba)
4.4. Socio-economic and social compositions
The Shajapur municipal council area is divided into 29 wards. The Shajapur Municipality has
population of 69,263 of which 35,623 (51.43%) are males while 33,640 (48.56%) are females as
per the Census of India, 2011. Population of Children with age of 0-6 is 8570 which is 12.37 %
of total population of Shajapur Female Sex Ratio is of 944 against state average of 931.
Moreover, Child Sex Ratio in Shajapur is 920 compared to Madhya Pradesh state average of
918. Literacy rate of Shajapur city is 85.47 % higher than state average of 69.32 %. The
percentage population of males is 51.43% and that of females is 48.56%.
Shajapur Municipality has total administration over 13,066 houses to which it provides basic
amenities like water and sewerage. Overall, about 51% of the population is male and about
49%is female. Further, 85% of the population is from general caste, 14% is from schedule castes
and 1% is schedule tribes. Child (aged under 6 years) population of Shajapur municipality is
12%, among them 52% are boys and 48% are girls.
Most of the wards have slum population in Shajapur town. However, under ‗Prime Minister‘s
Housing for All‘ scheme, all homeless and slum dwellers are being provided upfront grant-in-aid
for the construction of in-situ dwelling units or the ULB is constructing houses for those who
have no land piece available. Also, under Swatch Bharat Mission, each house under slum is
provided with twin pit toilets as per the Government guidelines. Hence the Sewer network under
74
the proposed project is designed considering that the entire slum population shall be connected to
the sewer network.
4.4.1. Industries
Agriculture is the main occupation for the people of Malwa. The region is one of the biggest
producers of opium for medicinal purposes. Cotton and soybean are among other important cash
crops. Textile is a major industry in Shajapur; large textile industries are based in Indore, Ujjain
and Nagda. Shajapur mainly has Agro based Industries in the town. This is mainly due to the
abundant availability of raw materials required for the functional of these types of industries.
Shajapur and Agar are main important industrial areas in Shajapur district with predominant
cluster mix of basic metal, chemical products and non-metallic minerals. Some of the large-scale
industries (source: city development plan) in the district include:
i) Reliable Infra Mega Projects Limited- Real Estate and Renting
ii) Usk Agro India Limited- Agriculture and Allied Activities
iii) Keno Industries Limited
iv) Neo Treads Private Limited- Manufacturing (Metals & Chemicals, and products thereof)
v) Shobhan Enterprises Private Limited- Trading
vi) Senthome Treads Pvt Ltd- Manufacturing (Metals & Chemicals, and products thereof)
vii) Some of other industries includes, gitti breaking, textiles, garments, dhonapattal etc. Daal
plants, edible oil, seed processing, stone cutting and polishing, stone-gitti formation,
paints and distemper, invertor battery, contribute over another quarter of the SSI
investment in the same year
4.4.2. Religious Importance and Tourism
The old fort built by Emperor Shahjahan is located on the banks of the Chiller River. What was
once a mighty fortress protecting the region, is today home to the Central school of the city
Nonetheless, a visit to this spot will give you a peek into Shajapur‘s illustrious past. The Karedi
Mata Temple in Shajapur is believed to have been built by Karan from the epic Mahabharata.
Due to its religious and mythological significance, this temple is popular among the locals and
visitors. Built in the 10th century, the Raj-Rajeshwari Temple is another place of worship that is
thronged by many. Other important and popular temples in the region include the Bajinath Dham
in Agar, the old Muradpura Temple, the Nityanand Ashram, and the Mahadev Temple, among
many others. However, there is no protected monument or structure in the Project Area
75
5 ANALYSIS OF ALTERNATIVES
5.1 Introduction
The analysis of Alternatives is carried out to find out an option with least socio-economic and
environmental consequences. The option study was conducted on available resources and data.
Analysis of alternatives involves a thorough study of the possible present and future conditions
in the project study area in response to a set of alternatives without the project or status quo
condition. The project offers some environmental alternatives in order to facilitate the decision-
making process.
5.2 Integrated sewerage scheme vs other sewerage system for Shajapur
The sewer network was designed with two different options:
Option 1: Complete coverage of the city with conventional network. However, in this case, the
self-cleansing velocity of 0.6 m/s for the base year and ultimate year was achieved in only 25%
and 27% of the sewer network, and hence this option did not seem suitable for sustainable sewer
network. The less quantity of sewage resulting in non-achieving of SCV in initial stretches
required flushing for cleaning of these pipelines during operation and maintenance. Moreover, in
this case, the existing septic tanks need to be discarded and connections from their inlets were
needed. This was also a difficult task.
Option 2: Small Bore Solid Free System is another method of collecting ―solid free effluent
from Septic tanks‖. However, this was not feasible because 100% of the Households in the town
do not have septic tanks and some of the septic tanks are non-functioning.
Thus, it is decided to have a combination of conventional sewer network and Small Bore Solid
Free System. The area/ network where the self-cleansing velocity was less than 0.6m/sec was
redesigned for small bore system. The total length covered with SBSFS is about 11660m length
where the interceptor tanks for one house, cluster of three houses and five houses as per the
availability of land.
The proposed project is formulated for the collection of sewage through small bore and
conventional gravity sewers and its treatment scientifically for accepted standards of effluent
discharge. The scheme is framed in accordance with the guidelines given in CPHEEO Manual of
Sewerage and Sewage Treatment Plant. The project is designed for small bore and conventional
gravity sewers as per the ground topography.
The proposed hybrid system comprising of conventional gravity sewers and SBSF sewers has 3-
5% lower CAPEX and 1-2% high OPEX.
5.2.1 Small Bore Solid Free sewer system
Small bore sewer system shall be provided with interceptor tank having 24 hours of detention
period. The suspended solids and sludge in the sewage generated from the households shall be
settled in this interceptor tank. The settled sewage water shall be flown in small diameter sewer
lines at lesser velocity upto the conventional gravity sewers. The small-bore sewer pipelines shall
76
have the diameter of 100 mm. The depth of small-bore sewer pipe is less as it required flatter
slope due to less velocity requirement. The frequency of man holes has been taken as 100m c/c,
as the sewage is solid free and do not require any frequent cleaning.
a) Sewer Lines
The small-bore sewer line shall comprise of 100mm HDPE-DWC pipe laid on design gradient as
per ground topography so as to reduce excavation and road restoration.
Table 5-1: Details of proposed Small-Bore sewer line
The details of velocities achieved in different diameters in the network for conventional and
hybrid system (SBSF and conventional) is as below:
Table 5-2: Overall Shajapur Sewerage Network Velocity Analysis in as per design
Small Bore Solid Free Sewer System
Sno. Total Length
(m)
Length with velocity 0.15 m/sec or
More % Length Achieving required velocity
Initial (2019) Ultimate (2049) Initial (2019) Ultimate (2049)
1 35094.4 35094.4 35094.4 100% 100%
Conventional Sewer system Main Trunk Sewer (Inner Dia 200 mm & above)
Sno. Total Length
(m)
Length with velocity 0.60 m/sec or
More % Length Achieving required velocity
1 14507.4 13733.6 13758.1 95% 95%
Conventional Sewer system Arteries (Inner Dia 150 mm & 170 mm)
Sno. Total Length
(m)
Length with velocity 0.60 m/sec or
More % Length Achieving required velocity
1 66085.3 17871.6 23189.3 27% 35%
Overall network analysis for velocity achieved
Sno. Total Length
(m)
Length with velocity 0.15 m/sec or
0.30 m/sec or More % Length Achieving required velocity
1 115687.1 99689.8 101871.8 86% 88%
Particulars Minimum Maximum
Small bore sewer system
Dia. of pipe (mm) 100 100
Velocity (m/s) (Base year flow) 0.15 3.00
Velocity (m/s) (Design year flow) 0.30 3.00
Slope (m/m) 1/1000 1/150
Cover 0.90 2.00
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The above analysis clearly indicates that in case of Hybrid system i.e., combination of
conventional sewer system with SBSF sewer system the self-cleansing velocity is achieved in
more than 80% of the sewer lines including 100% in the trunk sewer and all major arteries of
the network in initial year itself. Sewer lines in conventional system which have velocity less
than SCV shall be flushed during O&M for generating self-cleansing velocity as suggested in
CPHEEO manual and given in IS 4111 part 2.
The proposed hybrid system is selected over the conventional network due to the following
reasons:
The depth of excavation is reduced.
Self-Cleansing velocity is attained in maximum portion of the network.
This needs pipes with smaller diameter; thus, the width of excavation is reduced.
The existing system of septic tanks is used to maximum.
It is easier to work in narrow lanes.
5.3 Site Selection for the Proposed STPs and IPS
The details of the lands available in the town were obtained specially in those areas where the
sewer network was too deep or at the tail ends of sewer network (as per the design). The basic
objective of making this inventory was to know the government lands available (and the area of
land available) so that the land acquisition is minimized; and the physical features of the land to
know its suitability for the proposed component in that area. However, the outcome of this
activity indicated that most of the lands in the town are privately owned and therefore, the focus
was the government lands only. Detailed features of proposed location for components
constructions are as follows:
78
Table 5-3: Suitable site for the Sewage Treatment Plant, Packaged STP and Intermediate Pumping stations
S No Components STP
IPS-1 IPS-2 IPS-3 IPS-4 IPS-5 Packaged STP
Zone Zone-I Zone-I Zone-I Zone-I Zone-I Zone-I Zone-II
1. Land Area
Available (Ha) 3.02 (ha) 1570 Sqm 210 Sqm 630 Sqm. 730 Sqm. 2400 Sqm. 0.073 (ha)
2 Land Requirement 1.00 (ha) 210 Sq.m. 210 Sq.m. 210 Sq.m. 210 Sq.m. 210 Sq.m. 100 Sqm
3 Khasra/ Survey No 29 247 458 249 354 17 452/5 4
(a)
Maximum GL 436.43 438.80 437.02 435.69 443.22 439.83 448.65
4
(b)
Minimum GL 433.44 437.86 436.41 434.62 441.01 439.21 447.97
5 Average GL 434.90 438.35 436.70 435.05 442.05 439.52 448.31
6 HFL 434.56 438.88 438.64 437.25 440.63 440.46 449.23
7 Location Ward No. 08, near
Badshah Pul, right
side of the road
behind Rajeshwari
Mata Mandir
Ward no.22, near
Mahupua Rapat,
Dhan Mandi
Ward no. 7 near
Maliwada Masjid.
ward no.01 near Nalla
(Mari mata Bag Nalla,
Patidar Colony)
ward no.03
Golyakheda, behind
brick kiln
manufacturing unit
(Eit-Bhatta),
Ward No. 03,
Ayodhya Basti
8 Slope/Drainage The general Slope
of the proposed
location for STP
construction is
56.86m
The generally
gradual slope
towards Chillar
River
The generally the
land is found to be
flat.
The proposed land
is generally
gradual slop
towards the
Chillar River
The generally the land
is found to be flat.
The generally the land
is found to be flat
Gradual slop
towards west side
drains available
near the proposed
location
9 Present Land use Vacant land and
under the
possession of
government. .three
trees observed at the
proposed location.
Barren Vacant
government land.
Barren Vacant
government land.
Vacant
government land
Vacant government
land
Vacant government
land
Barren Vacant
government land.
10 Habitation The habitation more
than 500 meters
away from the
proposed site.
The habitation is
about 300m away
from the proposed
The habitation is
about 100 away
from the proposed
The habitation
100 meters away
from the proposed
The habitation is
approx. 400m away
from the proposed site
The habitation is
about 100m away
from the proposed site
The habitation is
about 50m away
from the proposed
79
S No Components STP
IPS-1 IPS-2 IPS-3 IPS-4 IPS-5 Packaged STP
site site site site
11 Land Acquisition This is Government
Land and hence, no
acquisition is
required
This is Government
Land and hence, no
acquisition is
required
This is Government
Land and hence, no
acquisition is
required
This is
Government Land
and hence, no
acquisition is
required
This is Government
Land and hence, no
acquisition is required
This is Government
Land and hence, no
acquisition is required
This is Government
Land and hence, no
acquisition is
required
12 Communication Clear with 3 m wide
BT Road
Clear with 5m wide
WBM Road
Clear with 6 m wide
CC Road
Clear with 4m
wide CC Road
Clear with 5m wise
CC Road
Clear with 3m wide
CC Road
Clear with 4m wide
CC Road
13 Ecology The land has sparse
vegetation & three
trees which may
need cutting of trees
only, depending on
the actual lay out of
the STP.
The land has sparse
vegetation mainly
shrubs depending
on the actual lay out
of the Treatment
plant.
The land has one
trees, depending on
the actual lay out of
the Treatment plant.
The land has no
trees and shrubs
The proposed land is
vacant, no vegetation
observed at site
The land has sparse
vegetation trees
depending on the
actual lay out of the
Treatment plant.
The proposed land
is vacant and
barren land no
vegetation observed
at site
Conclusion: Analysis for alternate sites and the network designs were carried out during the Feasibility Study during DPR preparation phase.
The inventory of lands for STP and IPS was prepared which indicated that most of the lands were privately owned. Therefore, having very
limited land alternatives, Government lands were selected. Other factors considered include: avoid excessive excavations (IPS were provided
wherever the designed depths were excessive), economical designs (proposing STP far away from the town would have resulted in unnecessary
increase of Pipeline length, thus increasing the capital cost as well as O&M cost).
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Figure 5-5-1: Proposed STP 1 Land Parcel Map
81
5.4 Selection for Sewage Treatment Technology
The treatment technology has been selected based on the techno-economic and
environmental feasibility of the process. The tech-economic feasibility was analysed
based on thefollowing parameters:
Degree of treatment required
Capital cost of the project
Operation & Maintenance cost
Power Requirement
Land Requirement
Ease of construction, Operation & Maintenance
Simplicity of system
Trouble free service
Proven process
Ability to absorb shock loads (Hydraulic / Organic)
Need for skilled / unskilled staff O&M
Presence / absence of nuisance potential from mosquito / fly / odor
Ease of access to components of the system for repairs and maintenance
Safety / Hazardous conditions at the plant
Keeping in mind the above parameters SBR technology was selected for the proposed STP in
Shajapur subproject under MPUDP. Compliance of the proposed treatment technology to the WB
EHS guidelines for water and Sanitation is provided under table 5.4. However, this is further
added that the bids were invited on Open Technology basis. The contractor had also opted for
SBR technology.
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Table 5.4: Compliance of the proposed treatment technology to the WB EHS guidelines for
water and Sanitation
Unit WB EHS Guidelines for Water and
Sanitation
Proposed sub project
Treatment
Technology
Sewage treatment includes physical, chemical,
and biological processes to remove physical,
chemical, and biological Contaminants. Its
objective is to produce treated effluent and a
solid waste or sludge that is suitable for
discharge or reuse back into the environment.
Typically, sewage treatment involves up to three
stages, called primary, secondary and tertiary
(or Advanced) treatment.
SBR process which is
proposed to be adopted
for this sub project,
complies to the processes
indicated in the
guidelines. .
Sludge
Disposal and
Use
Following stabilization (e.g. by anaerobic
digestion, thermophiles anaerobic digestion,
aerobic digestion, or extended aeration
processes), the sludge can be dewatered and
disposed of in a landfill or incinerator, or
subject to further processing for beneficial uses.
In proposed sub project
the digested sludge will
be transported to
trenching ground at
village Bhilwadiya having
Khasra no 1110/10/1 and
672/min-2 & 673/min-2
respectively.
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6 ASSESSMENT OF ANTICIPATED IMPACTS
6.1 Introduction
This Chapter identifies and discusses both positive and negative impacts associated with the
proposed sub project and their mitigation measures. On the basis of screening checklist
(annexure 1) and field visits and parameters provided in ESMF for Environment and Social the
Shajapur Sewerage sub project is categorized as Ea and Sc. The anticipated impacts and
corresponding mitigation measures are discussed in Phases namely: design, construction,
operation and maintenance Phases. Based on the magnitude and duration of the project activities
and the environmental attributes of the receiving environment presented in earlier chapter on
environmental setting, the nature, duration and extent of impact are assessed. Minor project
impacts have also been identified and basis for their insignificance has been provided. The
ESMP provides mitigation and /or environmental enhancement measures.
6.2 Environmental Impact
In the proposed sewerage sub-project, direct and/or indirect impacts are anticipated during the
construction phase. Table 6-1 shows the influence area considered for each component of the
proposed sub project, for the purpose of this assessment.
Table 6-1: Influence area details of proposed Shajapur Sewerage Scheme
Component Impact
Area
Influence
Area
Explanation
1. STP-1 and
Packaged
STP
100 m
dia
500m Impact area 500 m dia of STP site covers
vacant government land and there is no
habitat, no noticeable aquatic life and flora
& fauna present in the influence area only
few trees & Shrubs have been observed at
site., hence no sensitive impacts in the STPs
impact area.
Proposed location of Packaged STP site is
100m away from Primary school of the
State Government. However, the approach
to the school is different from the approach
to the site of construction of STP 2.
The proposed site has some vegetation
which is mainly shrubs & three trees which
may need to be cut; however, the DBO
contractor will plant 500 trees in the Project
Boundary. Three rows of trees will be
planted by the contractor around the STP
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Component Impact
Area
Influence
Area
Explanation
(As per the guidelines of Central Pollution
Control Board).
STPs construction works will be confined
to STP site only and construction will
include general activities like excavation for
foundation, construction of foundations,
columns, walls and roof in cement concrete
and masonry, and fixing of mechanical and
electrical fixtures, etc.
The contractor will be providing all
facilities to the labor. A clause to this effect
is included in the contract.
Detail of construction impacts & mitigation
measures explained in Section 9.1
Minimum 20% of treated effluent will be
reused for various purposes except
washing of clothes, drinking, agriculture.
The Chillar River flowing near the
proposed site of the STP which will be the
outfall for remaining treated effluent.
The effluent from the package STP will be
discharged into adjacent nallah which is
dry in most of the season and moreover
acts as SWD.
Chillar River is a seasonal river which
flows only during the monsoon. Seasonal
vegetation as well as aquatic flora and
fauna may be found in the river.
The Trenching ground which is sludge
disposal facility is also coming under the
influence are of STP.In general, 5 km from
the project boundary has been considered
as Project Influence Area
The influence area may be about 5 km at
the downstream from the outfall of the
STP. However, river Chillar meets River
Lakhunder river at a distance of
approximately 10 km from the STP
85
Component Impact
Area
Influence
Area
Explanation
discharge point and lakhunder meets in
Kalisindh at a distance of 25 km. As
already stated that the Chillar river
carrying raw sewage of the town, Now, the
raw sewage will be tapped and treated to
meet effluent parameters given in the
contract (which are more stringent than
CPCB standards). Thus, the quality of
Chillar River will further improve and
thus, it can be said that there will be
positive impact on downstream whether it
is flora or fauna or other uses of water.
IPS 1 to 5 50 m
dia
100m dia Impact area of IPS covers 50 m dia, but there is
no sensitive area at the proposed site except for
the IPS 2 which is near a Mosque.
The proposed sites have mainly shrubs.
Proposed IPS-2 location is the adjacent the
boundary of Mosque. Consultations with the
related community have been done. A
plantation cover will be given between the IPS
and Mosque.
4 Sewer
Network
1.5 m
in each
side of
sewer
network
3 m in
each side
of sewer
network
Excavation along the roads, hauling of
construction materials and operation of
equipment on-site can cause traffic problems.
Potential impact is negative but short term and
reversible by mitigation measures.
Construction activity: Earth work excavation
will be undertaken by backhoe excavator with
all safety measures including danger lighting
and using side rails and continuous hard
barricades, while sewer laying works will
include laying pipes at required gradient, fixing
collars, elbows, tees, bends and other fittings
including conveying the material to work spot
and testing for water tightness. Sufficient care
will be taken while laying so that existing
utilities and cables are not damaged and pipes
86
Component Impact
Area
Influence
Area
Explanation
are not thrown into the trenches or dragged, but
carefully laid in the trenches. Wherever the
trenches are of beyond 2 m depth, provision for
shoring and strutting is given in the BoQ so as
there is no risk of collapse of trenches or risk to
surrounding buildings. Once they are laid,
pipes will be joined as per specification and
then tested for any cracks of leakages. The
working hours will be 8 hours daily; the total
duration of each stag depends on the soil
condition and other local features.
Total quantity of excavation will be 322849m3
out of which 65% will be used for refilling.
The hard rocks (appx 6% of the excavated
quantity) may be used in constructions, if
found useful. The remaining shall be used to
refilling the low laying area at proposed STPs,
IPS and STPs sites.
Details of construction impacts explained in
section 9.3
6.3. General Impacts during Subproject Cycle
Environmental and Social Impacts: Pollution abatement projects may prove beneficial for the
environment and society or they may have some adverse impacts as well. Planners and decision
makers have realized the importance of understanding the consequences of any such projects on
both environmental and social aspects, and have started taking steps to avoid any adverse
impacts. Based on the major findings obtained from the field visits and secondary data analysis,
the possible environmental and social issues with reference to the proposed sewer works in
Shajapur are discussed in these sections. The proposed sub-project consists of three major
activities which include:
Construction of approximately 115.687km long sewerage network including all required
trunk/ branch/ lateral sewer.
Construction of two STPs
Construction of five nos Intermediate Pumping Station
The construction activities would generally include earthworks (excavation, filling, shuttering,
compacting), civil construction (sewer lines, STP, SPS, etc.).
87
Potential Environmental Impacts: The environmental impact of the proposed project may be
categorized in two phases:
i. During the construction phase which would be temporary and short term;
ii. During the operation phase which would have long term effects
The activities identified for project under each phase are:
A. Construction phase
1. Site clearing and levelling
2. Excavation and Foundation
3. Transportation of construction materials, equipment and machineries
4. Construction of STP Units and related infrastructure
5. Establishment of necessary support infrastructure such as project office, labor camp,
stores, etc.
B. Operation phase
1. Operation of STP
2. Disposal of treated effluent and the sludge
6.3.1 Impacts during construction phase: The impacts of construction stage activities on the
various environmental parameters are examined below:
Impact due to Pipe laying:
Most of the impacts for pipe laying are already mitigated during design by changing the pipe
laying sites to less impact areas after detail survey. Also, trenchless method is adopted for
National Highway / major nallah crossings to reduce impact. The depth wise distribution of
network is as under:
Table 6-2: Details of depth of excavation for proposed sewer network in Shajapur
Diameter
of Pipe
Length of
Network
Average
Depth
Road
Width
100 mm 35094.4 m 1.26 m 5 m
150 mm 64483.2 1.96 m 5 m
170 mm 1602.1 2.15 m 8 m
200 mm 4301.4 2.47 m 6 m
250 mm 2635.5 2.43 m 7 m
300 mm 1769.9 2.59 m 8 m
400 mm 3117.6 3.32 m 7 m
450 mm 957.9 2.43 m 6 m
500 mm 630.3 3.44 m 9 m
600 mm 316.5 2.36 m 6 m
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700 mm 749.7 2.76 m 5 m
800 mm 28.6 2.85 m 5 m
Total 115687.1
The table above gives the proposed depths of pipe laying. As can be seen, the designs have been
made in such a manner that 94% of the pipe is to be laid to a max depth of 3.0 m. The network
will be laid within center in case of most of the roads or on both sides for roads with RoW 7m or more.
Since, in 95% of the network, the depths are less than 3m, all efforts have been made to minimize impact
on nearby structures, if any. However, in case of depths beyond 2m, scaffolding to support the excavated
and exposed soil will be provided in case of loose soils. Road cutters will be used to ascertain minimum
damage to road pavements.
As can be seen from the above, the pipe alignment is not going to impact any structure or private
property adversely and permanently, as the road width available is more than the trench width
required for pipe laying. The locations of sewerage work such as STP and sewer network has
been finalised,
a. Impact on air environment
Impact on air environment during the construction phase it is expected emissions from
the diesel generator (s). Another source of air pollution is from materials transport
through heavy vehicles to the site. These emissions are temporary in nature. Bulldozers,
excavators, cranes, DG sets welding machines, trucks trailers etc. for transportation of
materials will also contribute to gaseous emissions through use of diesel as a fuel. Based
on the field observation from the site data and interaction/consultation with stake-holders,
it is expected that the levels of suspended particulates, carbon mono-oxide (CO),
hydrocarbons and NOx (NO &NO2) is likely to increase during the construction phase
mainly because of:
Excavation, backfilling, compaction activity and movement of vehicles on un-paved
roads (increases dust level)
Vehicle exhausts from construction machinery and from light and heavy vehicles for
transportation of pipes and construction material like cement, steel, aggregates etc.
Use of portable diesel generators and other fuel fired machinery.
During pipeline laying the following activities cause air pollution:
Emissions from equipment used for laying of the pipeline.
Emissions of dust during excavation of soil
The transport of construction materials and equipment and construction vehicles
themselves
89
b. Noise levels
The construction activities are expected to increase the noise levels mainly due to plying of
construction vehicles, pumping machines, use of portable generators, mechanical machinery
such as cranes, riveting machines, hammering etc. There will be an increase in noise levels in
areas situated close to the road due to movement of trucks and construction activities. Temporary
impacts may especially be felt at educational facilities like schools/colleges, hospitals,
cultural/religious centers including all religious institutions in the region.
However, the impact of truck movements and construction activities on noise level in residential
areas situated at 50 meter and beyond from the road will be insignificant considering the excess
attenuation and will be below the stipulated standard of CPCB, i.e. 55 dB(A) during day time.
Increase of noise level at night may produce disturbances, causing sleeplessness in people in the
vicinity of the site in case construction activity is extended into the night hours. As per the
baseline environmental status, the noise levels in Shajapur are within permissible limits as the
area is mostly residential and has limited commercial, and some small-scale industries. However,
these can increase due to the project activities and will be temporary in nature, lasting only
during the construction period.
Traffic disruption can be expected in busy areas such as Mahatma Gandhi Marg, Janta Cinema,
SH-38 due to transportation of material of construction. Current noise sources at the sites of the
project are merely due to natural sources. Manmade sources include traffic noise which was
negligible in the project. The construction of the treatment plant will produce significant noise
levels during the construction phase. During the operation phase, noise levels are not expected to
exceed current baseline measurements.
Construction activities will take place across the whole project components that include
Sewerage Treatment Plant, lying of sewer pipe line and outfall. In general, the impact of the
construction will depend on;
The proximity of the construction activities to noise sensitive receivers (NSRs);
The specific heavy equipment deployed; and
The length of time over which the construction works are taken.
Typical noise emissions from various construction equipment, that may be used at the project
sites are summarized in table below.
Equipment Typical Sound Pressure level in dB(A) at distance
15m 240 m
Air Compressor 75-89 51-63
90
Equipment Typical Sound Pressure level in dB(A) at distance
15m 240 m
Backhoe 71-92 47-69
Compactor 72 48
Concrete Mixture 75-88 51-64
Frontloaded 72-81 48-58
Generator 72-82 48-58
Pumps 80-93 56-69
Stone Crusher 70-90 44-66
Tractors, Dozers 85-95 61-74
Trucks 78-95 54-74
Concrete Vibrators 83-93 59-69
Effective noise management protocols would be implemented wherever applicable during
construction and operating phases of the life of this project. Besides this protocol measures,
construction work will be limited to day time periods, thus avoiding the night time which is the
most noise sensitive.
In the light of the prevailing low ambient noise levels in the area surrounding the project sites, it
is inevitable that some noise disturbance will be experienced, particularly during the construction
of the sewer network. Such impacts, although temporary and therefore reversible, are assessed to
be negative and low to moderate significance.
The main noise sensitive receptor will be the mosque at a distance of 306m from the proposed
STP. The noise will be less than approx. 51 dB of noise without any noise annotation considering
maximum sound of 95dB at STP during construction period and with annotation like acoustic
enclosure, provision of compound wall and enclosure of room walls as well as green belt these
will be a barrier to reduce the noise level less than half of 51dB of noise. Another sensitive
receptor is the habitation area starting from behind the mosque this area will have less noise
effects since the distance will again increase further on moving away from the STP. The google
image showing the nearest habitation is given below.
91
c. Impact on Land Environment
The proposed project is laying of Sewerage network and construction of sewage treatment plant.
The proposed STP is in a vacant land and is a Government land. However, local land and soil
may get affected during construction work as it would involve land clearing.
Normally removal of vegetation and land clearing is associated with soil erosion, however these
issues are localized and associated with construction phase only. This is further clarified that
construction of none of the components includes removal of vegetative cover except for cutting
of a few trees (5-8) and some shrubs. Excessive debris, trash or construction remnants (e.g. dirt
piles) may create problems related to drainage, unhygienic conditions and poor aesthetics. If
construction materials are handled appropriately, it may affect minutely. The excess surplus will
be transported to Phulkhedi near Hanuman Mandir of Shajapur town.
d. Impact on Biological Environment
No natural forest has been observed in the study area. There are no notified ecological sensitive
locations, migratory paths, sanctuaries, etc. within the study area. As detailed out earlier, there
are no endangered flora & Fauna species in the study area. The proposed project does not
envisage any destruction or displacement of any endemic floral or faunal species; hence the
impact will be insignificant.
The Prominent species among the flora include Terminalia tomentosa, Lagerstroemia parviflora,
Adina cardifolia, Anogeissus latifolia, Emblica officinalis,Anogessius latifolia, Anogessius
pendula, Boswellia serratac, Zizyphus sps., Lannea coromandelica, Tectona grandis , Azadiracta
indica, Magnifera indica, Lantana camera, acasia fistula,, Zizyphus sps., Zizyphus mauritiyana
Prosopis cineraria, Mimosa sps., Flacourtia indica, Commiphora wightii etc.
The fauna species found in the project site are Capra aegagrus hircus( domestic goat) , Bubalus
bubalis ( buffallow) Canis Aureus (Jackal) , Fvacolinus Pondicerianus ( Grey Francolin) ,
92
Sciuridae ( Squirrel) , Herpestidae ( mongoose), Oryctolagus cuniculus ( Rabbit) , Ovis aries(
sheep) and fishes like Labeo rohita (Rohu) , Catla catla( Catla) , Cirrhinus mrigala(Mrigal) ,
C.reba( Reba) etc.
As the construction activities of the Project will be land-based, direct impacts on water bodies
will not arise. Nevertheless, the construction activities at the works area may generate surface
run-off which may cause adverse water quality impacts if not properly controlled or mitigated.
Recommendations for mitigation measures have been made, where necessary, to reduce the
identified water quality impacts to an acceptable level.
e. Impact on Socio-Economic Environment
All the activities to be carried out during construction and operation phases will require skilled
and unskilled labor, hence creating temporary as well as permanent employment for local people.
As the proposed project is located within the city limit with lot of employment opportunities, it is
likely to have positive socio-cultural economic impact. The quality of life will improve for the
local masses since they will get job opportunities as well as due to the construction of the
proposed sewerage scheme there will be improvement in sanitation facility for the local masses.
All the activities to be carried out during construction and operation phases will require skilled
and unskilled labor, hence creating temporary as well as permanent employment for local people
f. Impact on Occupational Health and Safety
Construction workers are likely to have injuries and hazards as the construction works
unavoidably expose workers to occupational health and safety risks. The workers are also likely
to be exposed to risk of accidents and injuries resulting from accidental falls and injuries from
hand tools and construction equipment.
The construction of STP facilities is not going to involve the large-scale construction activities;
however, all the workers will be equipped with necessary personal protective equipment (PPE)
and will be trained for safety aspects to be followed during working hours.
The impact of prevailing pandemic caused by COVID-19 is the reduction in the availability of
labour force also the restrictions imposed during the lockdown period which in turn affected the
health and safety aspects of the work force. In this regards the MPUDC has provided directions
issued by the Ministry of home affairs, WHO and World Bank guidelines to the DRBO
contractor and instructed to follow the safety guidelines strictly at the worksites.
Risk of accidents and injury to the public: The movement of trucks and other
vehicles and machinery to and from offsite sources to the project site will pose
safety risks for the communities along and around the project site. Communities
near the project site may also be at risk from unsecured excavations.
93
Risk from Influx of workers and migrants: Migrants who move into the project
area for job opportunities may not conform to the societal norms and cultural
practices and may upset the social structure of these communities.
Risk of spread of diseases: Poorly managed construction sites, site camps,
indiscriminate disposal of waste and open defecation will create unsightly
conditions and may result in the spread of disease (e.g. malaria, typhoid).
HIV/AIDS and STIs Risks: Construction workers camp give may raise to health
risks associated with poor sexual practices and prostitution.
g. Impact of COVID-19 with mitigation measures
Following mitigation measures will be ensured at the project site to ensure that site is safe during
COVID time:
1. Contractors should ensure that contracted workers have medical insurance, covering
treatment of COVID-19.
2. Expats or transient workers should adhere to national requirements and guidelines with
respect to COVID-19.
3. Expats or transient workers coming from countries/regions with cases of the virus:
Should not return if displaying symptoms
Should self-isolate for 14 days following their return
4. For self-isolation, workers should be provided with a single room that is well-ventilated
(i.e., with open windows and an open door). If a single room is not available for each
worker, adequate space should be provided to maintain a distance of at least 1 m between
workers sharing a room. Workers in isolation should limit their movements in shared
space, for example through timed use of shared spaces (such as kitchens and bathrooms)
with cleaning prior to and after use of the facilities. Visitors should not be allowed until
the worker has shown no signs and symptoms for 14 days, and the number of staff
involved in caring for those in isolation should be kept to a minimum.
5. Healthcare professionals and cleaners should visit each day (wearing the appropriate PPE
and observing hygiene requirements and make appropriate arrangements for supplying
food and water to the kitchens for the workers in isolation.
6. Ensure medical facilities are stocked with adequate supplies of medical PPE, as a
minimum:
Gowns, aprons
Medical masks and some respirators (N95 or FFP2)
Gloves (medical, and heavy duty for cleaners)
Eye protection (goggles or face screens)
7. Medical staff at the facilities should be trained and be kept up to date on WHO advice
and recommendations on the specifics of COVID19
94
8. Display appropriate warning signs (in Hindi and English) across the site; use simple
graphics to convey the message.
9. Have emergency contact numbers displayed across the site.
10. Ensure that all sites are enclosed with fences / compound walls leaving no leeway for
unauthorized entry; if possible, with security personnel
11. The medical staff/management should run awareness campaigns and posters on site
advising workers:
how to avoid disease spread (cough/sneeze in crook of elbow; keep 1m or more away,
sneeze/cough in tissue and immediately through tissue away, avoid spitting, observe
good hygiene)
the need to regularly wash hands with soap and water – many times per day
to self-isolate if they think they may have come in contact with the virus
to self-isolate if they start to display any symptoms, but alert and seek medical advice
12. Wash stations should be provided regularly throughout site, with a supply of clean water,
liquid soap and paper towels (for hand drying), with a waste bin (for used paper towels)
that is regularly emptied.
13. Wash stations should be provided wherever there is a toilet, canteen/food and drinking
water, or sleeping accommodation, at waste stations, at stores and at communal facilities.
Where wash stations cannot be provided (for example at remote locations), alcohol-based
hand rub should be provided.
14. Enhanced cleaning arrangements should be put in place, to include regular and deep
cleaning using disinfectant of catering facilities/canteens/food/drink facilities,
latrines/toilets/showers, communal areas, including door handles, floors and all surfaces
that are touched regularly (ensure cleaning staff have adequate PPE when cleaning
consultation rooms and facilities used to treat infected patients)
15. Other measures (such as working water sprinkling systems at crushers and stock piles,
covered wagons, water suppression or surfacing of haul roads etc.) should be used for
dust suppression on site before relying upon the use of dust masks (which could
unnecessarily reduce the availability of N95/FFP2 masks for use by medical staff
performing some duties)
16. Ensure that the designs for medical facilities also consider the collection, segregation and
treatment of medical waste.
17. Projects should develop and commit to specific actions to ensure disadvantaged and
vulnerable groups have effective treatment, whether in medical facilities or in the
community.
18. Extra security during the shutdown period in order to keep site secure (onsite security
staff to be deployed if possible / CCTV /or additional locks and alarms).
95
19. Conduct a walkthrough of the site including site perimeter assessment to look for access
points and make them secure,
20. Close all labour camps, ensure food and sanitation and wash facility for any worker on
site – ensure that Covid 19 guidelines shared by the bank are followed
21. Disinfect regular work site gates, labour camp entry, point contractor office etc.
22. Inform local police and fire force regarding temporary closure of sites and request their
prompt/immediate support in case they receive any calls for support.
23. precautions to maintain the health and safety of the Contractor‘s Personnel, including
identifying a focal person to deal with and handle COVID-19 cases
24. The procedure for reporting and handling COVID-19 cases.
25. Training plans /orientation to all workers and staff on COVID-19 awareness, including
cough etiquette, hand washing hygiene and social distancing measures, using
demonstrations and participatory methods.
26. Measures to regularly check for symptoms before allowing entry to the work site,
including temperature scan using an infrared thermometer (no contact).
27. Plans for any medical waste produced during the care of ill workers which need to be
collected safely in designated containers or bags and treated and disposed of following
relevant requirements (e.g., Biomedical Waste Rules-2018, WHO).
28. Measures to identify and prevent a worker from an affected area or who has been in
contact with an infected person from returning to the site for 14 days or (if that is not
possible) isolating such worker for 14 days
29. Submit a report of actions taken for site closure along with photographs (with date and
time) clearly indicated to PIU and MPUDC.
MPUDC requires outbreaks of Covid 19 virus to be reported. As such, it is important that PIU,
PMC, MPUDC and World Bank are informed of an outbreak on a site, and their advice taken on
coordinating any responses with project management protocols. The PIU may keep teams
informed of any concerns or problems associated with providing care to infected workers (if any)
on sub project sites. Detailed SOPs and Monitoring formats and Checklist are attached at
annexure XXII and XXIII.
96
COVID 19 -STRATEGIC PREPAREDNESS AND RESPONSE PLAN
MPUDC has also issued detailed Standard Operating Process (SOPs) to respond COVID-19 for all
subprojects running under MPUDC, please refer appendix no. XXII and XXII.
h. Environmental sensitive areas
Based on observations and findings from field visits, interaction with government officials and
consultation with local residents, an assessment of the environmentally and ecologically sensitive
areas was made. The area does not have any flora and fauna components which require any
special attention from conservation point of view. There is no environmental sensitive area
within 10 km radius of the project. The sensitive receptors of the whole town has been attached
as Annexure no. XII.
It was also observed that the major land use pattern of the area is residential, with limited
agricultural and no forest areas.
i. Traffic Congestion
Due to the excavation work which will take place on the main roads of the city namely near Bus
Stand and NH-47, there may be a disturbance in the traffic movement. People may suffer some
inconvenience during the morning and evening peak hours. Traffic disruption can be expected in
busy areas such as area around above-mentioned roads, due to transportation of material of
construction. However, these roads are 12 to 18 m wide and hence, there will not be a complete
97
blockage of road at any point though there may be congestions. There is a bypass for NH-47
which can be used by the through traffic as well as the local commuters.
The construction activities could lead to inconvenience to public during sewer laying along
commercial areas and narrow streets, or where public facilities are located. This could lead to
inconvenience to access business, residential and other immediate facilities for the public and
impact on livelihood due to loss of access to business. Residents may not be able to take out their
vehicles from their house premises and space for parking may also be reduced. However, such
impacts are likely to last for a short duration of 3 to 7 days only.
j. Impact on existing utility services
The road opening activities may damage the underground water pipelines or electricity poles
near the site for the proposed sub-projects. This will lead to water supply interruptions,
disruption in electricity supply and will involve expensive repair costs. For sewerage works in
the entire city, flooding could be an issue during the monsoons, especially in the congested
regions like in and around Shajapur Main bus stand, along NH47.
Site selection of sources of materials.
Significant quantities of coarse aggregate and fine aggregate will be required for construction
works. Requirement of gravel is limited, these materials only from the quarries
permitted/licensed by Mines and Geology Department. DRBO should, to the maximum extent
possible, procure material from existing quarries, and creation of new quarry areas should be
avoiding as far as possible. It will be the construction contractor‘s responsibility to verify the
suitability of all material sources and to obtain the approval of Department of Mines & Geology
and local revenue administration.
6.3.2. Impacts during operation phase
The impacts of operation stage activities on the various environmental parameters are examined
below:
a) Air Environment
As the STP does not involve any major type of unit operations releasing the gaseous emissions,
hence, the impact on ambient air quality is not going to be affected.
In the SBR process, the sewage is subjected to preliminary, primary and secondary treatment
along with the recirculation of treated effluent which is akin to extended aeration. By this process
the bio degradable organic constituents namely complex nitrogenous, phosphorous and
98
carbonaceous matters are digested by the microbes into simple molecules and elements through
nitrification and de-nitrification process ultimately this nitrogenous and carbonaceous matters are
converted into gasses like nitrogen, oxygen etc.; thus there is no chance of production of
methane gas in SBR process.
b) Water environment
Water quality in the project area would be the most positively benefited. The probably
environmental impacts related to water during operation stage may include unpredictable events
such as:
i. Temporary flooding of adjacent areas due to accidental leakages/bursts and due to
blockages and backlogging of lines.
ii. Water pollution and possibility of mixing with water supply line due to leakages/
overflows from the sewer lines
iii. Impairment of receiving water quality inefficient sewage treatment process
c) Noise quality
Improper handling and irregular maintenance of operating machines including pumps,
generators, air diffusers, etc. may lead to increased noise pollution during operation activity.
d) Sludge generation during operation
At the STP and Package STP sewage sludge will need to be removed from the active
treatment plant periodically. Sludge will be dewatered and compressed through centrifuge.
Most of the moisture from the sludge is taken out during this process. Centrifuged sludge
will also be allowed to dry out naturally. Design includes arrangements for recirculation the
leachate to the STP process. This ensures about 95% removal of E –Coli and other harmful
bacteria from the effluent. Sludge shall be tested for heavy metals and other chemicals. It
shall be dried on site (area to be specified for this on site). Site shall be raised, with cutoff
drains (drain leachate to be taken back to STP for treatment) & shall be covered on top (for
weather protection). After drying, this shall be sent in covered vehicle to trenching yard
Khasra No. 41/1 which is about 750m from the STP site . This is the temporary arrangement
for disposal of sludge in finally it will be transported to Bhilvadiya for final disposal (a
detailed sludge disposal plan is enclosed as annexure XIX).
99
e) Impact on Occupational Health and Safety
As the operation of STP facilities involve handling and use of chemicals such as Lime,
Polyelectrolyte, Urea, DAP etc. the safety of workers invites safety considerations. As the
workers will be equipped with necessary personal protective equipment (PPE) and will be
trained for safety aspects to be followed during working hours, the impact will be insignificant as
a whole. The digested sludge will be transported to the trenching ground and village Bhilwadiya
having Khasra no 1110/10/1 and 672/min-2 & 673/min-2 respectively.
6.4 Social Impacts
On the basis of project Shajapur Sewerage subproject the locations of sewerage and finalised
design and drawing. The land required for the structures are in possession of Revenue
department, the transfer of land to ULB has been initiated, and the possession of land will be
ensured before construction of work.
I. Land Requirement
Details of land identified for the construction of proposed infrastructure given in Table-6.3
Table 6-3: details of Lands for proposed components STPs and IPS
Sl. Component
s STP IPS-1 IPS-2 IPS-3 IPS-4 IPS-5 Packaged STP
Zone Zone-I Zone-I Zone-I Zone-I Zone-I Zone-I Zone-II
1 Land Area
Available
3.02 (ha)
1570 Sqm
210 Sqm
630 Sqm.
730 Sqm.
2400
Sqm.
0.073 (ha)
2 Land
Requirement 1.0 (ha)
210 Sq.m.
210 Sq.m.
210 Sq.m.
210 Sq.m.
210 Sq.m. 100sqm
3 Khasra/
Survey No 29 247 458 249 354 17 452/5
4 Maximum
GL 436.43 438.8 437.02 435.69 443.22 439.83 448.65
5 Minimum
GL 433.44 437.86 436.41 434.62 441.01 439.21 447.97
6 HFL 434.56 438.88 438.64 437.25 440.63 440.46 449.23
7 Location
Ward No.
08, near
Badshah
Pul
behind
Rajeshwari
Mata
Mandir
Ward no.22,
near Mahupua
Rapat, Dhan
Mandi
Ward no. 7
near
Maliwada
Masjid.
ward no.01
near village,
Mahupura
Patidar
Colony
Ward no.3
village
Golyakhedi
EitrBhatta
Ward No. 03,
Ayodhya Basti
The land required for STPs and all IPSs belongs to the government or SMC and is vacant, it is
not utilised under farming or any other purposes. Moreover, there would be no loss of
community assets during the construction, as noticed during site visits and interaction with the
local people. Construction of all proposed structures STPs & IPS and pipelines etc. will be
100
undertaken on public land, as there is no forest or community land requirement there are no
adverse impacts either on general or on any vulnerable group. The Khasra details are attached as
Annexure-VI and allotment of land for the proposed components enclosed as Annex. VII and
XXI (revised).
II. Impacts on Livelihood
The excavation work for laying of network will lead to blockage of access to the residents as
well as shops/ commercial establishments, thus, causing some trouble in operating their
business during pipe line laying may occur. Screening and site visits along the road stretches
through which pipes are to be laid reveal that there will be temporary disruption to
ongoing commercial and vending activities. However, On the basis of final survey done by
the contractor and verification done by the PIU and PMC, it was found that the vendors/kiosk
will not be required to shift either temporary or permanent. Also, it is to mention that this
activity does not involve any income / livelihood loss and neither Kiosks will be shifted
during the construction stage. No one is permanent or temporarily impacted by the sub project.
As few of street vendors are movable in nature therefore identification of them is also not
possible.
The network design is done in a such a manner that no kiosk will have to be shifted and hence,
no compensation is required
The work of network laying will be done in small stretches of 250m or less. Planks over the
excavated portions will be provided at every 50m interval. This will enable the access to all the
shopkeepers with minimum inconvenience.
The street vendors will be shifted just opposite to the road (on the other side) within the
same area, and this will enable them to earn their daily livelihood without having any
adverse impact on them. Moreover, works in congested commercial areas will be
taken up during weekly holidays. The weekly market day will be avoided for
construction.
III. Impact on Existing Utility Services
The road opening activities may damage the underground water pipelines or electricity poles in
the vicinity of the site for the proposed sub-projects. This will lead to water supply interruptions,
disruption in electricity supply and will involve expensive repair costs. Flooding of areas could
also occur. With no other alternative source readily available, people have to buy water from
private tanks or buy bottled water for drinking purpose till the time service is restored to normal.
The provision is kept in ESMP that tankers will be provided by Shajapur Municipal Council in
the disrupted areas, if any and it is the responsibility of contractor to restore the utilities as soon
as possible. Core area of Shajapur town have congested lanes, as laying of sewerage pipes need
depth and width, the damage of the public amenities /personally build temporary religious
structure likely to be get effected. However, all such damages will be repaired / redone to its
original by the contractor through the provisional sum in the contract.
101
IV. Labour Influx and Child Labour
The construction of civil works for which the required labour force, associated goods and
services cannot be fully supplied locally for a number of reasons such as worker unavailability
and lack of technical skills and capacity. In such cases, the labour force (total or partial) would
need to be brought in from outside the project area from nearby municipal towns and villages
and sometimes outside the state. This rapid migration of labour to the project area may affect the
project area negatively in the terms of additional burden on public infrastructure such as local
social and health services, utilities such as water and electricity, housing and social dynamics and
thus impact on local communities. Other related issues could be increased risk of spread of
communicable diseases, and increased rates of illicit behaviour and crime. Some of the adverse
environmental impacts are illgal waste disposal sites, inappropriate Wastewater discharges, and
camp related noise, access roads and land use issues. Such adverse impacts may get amplified by
local-level low capacity to manage and absorb the incoming labor force, and specifically when
civil works are carried out in, or near, vulnerable communities and in other high-risk situations.
Some of the risk factors identified are (i) weak institutional capacity of the implementing agency;
(ii) many contractors without strong worker management and health and safety policies; (iii) pre-
existing social conflicts or tensions; (iv) weak local law enforcement, (v) prevalence of gender-
based violence and social norms towards it in the community (vi) local prevalence of child and
forced labour. (vii) perception of insecurity by the local community due to illicit behaviour or
crimes including theft, physical assaults, substance abuse, human trafficking etc.(viii) limited
availability of affordable accommodation and rents within Municipal area.
There are multiple and comprehensive Acts and Rules at both state and national level that set out
the provisions for appropriate working conditions and for good labor management. However,
multiplicity of laws and rules sometimes cause confusion in its applicability in a specific context.
Further in case of contracted workers and Primary labour suppliers the enforcement weakens.
Hence, the development of labour management procedures and mitigation measures in the
CESMP before the start of works and monitoring and updating the labour management Plan as
necessary during the course of the project. MPUDC would develop a separate training module
with the help of technical partner to build the capacity of PMU, PIU, Supervision Consultants
and Contractors in preparation and execution of this labor management Plan.
This Labour Management Plan would address specific activities that will be undertaken to
minimize the impact on the local community, including elements such as
Communication and awareness plan on national labour and women harassment laws and its
penal implications, leave provisions and other allowances for workers benefit,
Worker codes of conduct with respect to manual scavenging, engagement with local
residents, child labour, non-discrimination, harassment of co-workers including women
102
and those belonging to SC and STs and other minority social groups.(may refer Annexure
XXXI)
Training programs on HIV/AIDS and other communicable diseases, etc.
Workers‘ Camp Management Plan addressing specific aspects of the establishment and
operation of workers‘ camps provided the ULB is unable to cater to the demand for
affordable housing for this additional workforce in terms of rentals, hostels, apartments etc.
Complaint handling Mechanism for Shajapur Sewerage Scheme.
The responsibility for managing these adverse impacts is being clearly reflected as a
contractual obligation of the civil works contractor and supervision consultant, with
appropriate mechanisms for addressing non-compliance. A detailed labour management
procedure (LMP) and health and safety guidelines for the construction site are enclosed as
annexure XXV and XXVI.
103
7 Stakeholders / Public Consultation
7.1. Background
Stakeholder consultations are useful for gathering environmental as well as socio-economic data,
understanding likely impacts, determining community and individual preferences, selecting
project alternatives and designing viable and sustainable mitigation measures and compensation
plans for the proposed project. Extensive public consultation meetings for the Shajapur Sewerage
subproject were carried out as part of the ESA study. The main objective for the consultations
was to involve the community at the very early stages so as to identify likely negative impacts
and find ways to minimize negative impacts and enhance positive impacts of the project.
7.2. Objectives of the Public Consultations
The overall goal of the consultation process was to disseminate project information and to
incorporate the views of the project beneficiaries and Project Affected Persons (PAPs) in the
design of the mitigation measures and management plan. The specific aims of the consultation
process are to:
Provide clear and accurate information about the project to the beneficiary
community;
Obtain the main concerns and perceptions of the population and their representatives
regarding the project;
Obtain opinions and suggestions from the likely affected communities on their
preferred mitigation measures; and
Identify local leaders with whom further dialogue can be continued in subsequent
stages of the project.
Improve project design and, thereby, minimize conflicts and delays in
implementation;
Facilitate the development of appropriate and acceptable entitlement options;
Increase long term project sustainability and ownership
Stakeholders / Public consultation and sensitization meetings were held within selected
wards of the project area during July, 2016, September, 2016 and 12th
to 14th
April, 2018 at
ward no. 3, Ward no 7 & Ward 22 and August, 2018 at Shajapur ULB office where local
administration and the elected representatives of the municipality were present. A total
number of 14 meetings were held as shown in Table-7.1 with community members. The key
findings of these meetings are presented in Table-7.2. Representation of all categories and
different income level groups in these meetings were also ensured.
104
Table 7-1: Public Consultation Meetings during ESA Preparation
S. No. Venue Participants
Male Female Total
Consultation during DPR Preparation (July 2016)
1 Near Aaganwadi Kendra, Ward No. 11 11 6 17
2 Bada Mohalla, Ward No. 12 18 0 18
Consultation during ESA Preparation (September 2016)
3 Ward No. 22 10 1 11
4
3
Nagar palika Office 14 0 14
5 Ward No. 2 1 13 14
6 Ward No. 12 16 0 16
7 Ward No. 15 8 5 13
Consultation after Draft ESA (April 2018 & August 2018)
8 WARD no 3, Behind Udyog office near AddimJati
Kalyan VibhagPrarisar
8 8 16
9 Ward No 7 Near Malivada Masjid2018 6 1 7
10 Ward no 22 DhanMandi near Govt School 10 2 12
11 Ward No 3 Near Govt Primary School 2 - 2
12 Shajapur ULB office 1 12 13
13 Patidar Colony Mahupura Village (IPS-4) Ward no.1 07 03 10
14 GolyaKhedi (IPS-5) Ward no.3 09 02 11
Total 27 23 50
The photographs of Public Consultation are enclosed as Annexure-VIII.
105
Table 7-2: Public Consultation Details
S.
No
Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants
1 3 Behind
Udyog
office (near
Adim Jati
Kalyan
VibhagPar
isar)
14.4.2018 Local
Residents,
Shopkeepers
and
Public
representative
of Ward- 3
Project Background, details,
Environmental, Social, traffic
safety issue, problems and benefit
from the project were explained to
the Stakeholders with ward
members and residents of
different wards.
Duration of the project
Project details like proposed
components of the project
Employment generation
during the project
implementation
Wards is not having sewer
network.
Existing Household toilets
mainly based on Septic tanks.
Sewage flows through open
nallah in the city.
Consultation Team informed
that connection of existing
toilets with the sewer line will
be laid.
Generally, participants welcomed the
project; some showed disagreement as
they have their household toilets based
on septic tanks. The main suggestion
of participants was:
Regarding connection with
chamber, they will take sewerage
connection only when they get
sufficient water throughout the
year.
Community showed concern on
the tariff and sewerage connection
charges.
Proper traffic management
should be adopted during the
project implementation.
Works should be carryout in the
stretches.
Wanted to implement water
supply scheme in the town before
sewerage scheme.
Local labor should be given
preference during the project
implementation
2 07 Near
Maliwada
14.4.201
8
Local Residents,
And public
The Project Background, details,
Environmental, Social, traffic
The main suggestion of participants
was:
106
S.
No
Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants
Masjid representative
of ward 07
Total =7
safety issues and benefits from the
project were explained to the
Stakeholders.
Project proposed components
details
Project duration and
implementation
Consultant Team raised the
issue for connection existing
toilets with the sewer line will
be laid.
Proper safety measures shall be
adopted during project
implementation.
For Safety of Local Traffic as
well as to reduce the traffic
congestion during
implementation with the help of
local traffic police.
• Project welcomed by the people as
this ward is facing open defecation
problem too.
• Showed concerns of connection
charges and monthly tariff for
maintenance of sewer line.
• Peoples also demanded for proper
traffic signage for speed limits for
minimizing the accident
• Locals should be given preference in
the employment during the project
implementation
3 22 Dhan
Mandi
Near Govt
School
12.04.18 Local Residents,
And public
representative
of ward 22
Total =12,
Project Background, details
Environmental, Social, traffic
safety issue and benefit from the
project were explained to the
Stakeholders.
Avoid damaged to public
utilities and structures
coming under the alignment.
People welcomed the project, some,
who have their household toilets based
on septic tanks, showed disagreement.
The main suggestion of participants
was:
For Safety of Local traffic and
pedestrian in Built-up Zone, footpath
should be provided.
Community gave suggestions
107
S.
No
Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants
Damage restoration remain
the part of contractor
Consultants Team raise the
issue for the connections with
sewer network and for proper
operation and maintenance of
system for 30 years
regarding connection with
chamber. They will take
connection only when they get
sufficient water throughout the
year.
Community showed concern on
the tariff and connection charges.
People suggested not imposing
charges immediately after
connection. They were of the
view that once the system start
working and people are
convinced only then they will be
ready to pay.
94 03 Near Govt
Primary
School
12.04.18 Local Residents,
And public
representative
of ward 3
Total =2,
Project Background, details,
environmental and social, traffic
safety issue and benefit from the
project were explained to the
Stakeholders.
People from village were
found enthusiastic and assured
their full cooperation during
implementation of the said
project.
Adverse effect of flowing
sewer into the open nallah of
city is an issue of concern.
The local ward residents showed
discontent who have their household
toilets based on septic tanks. The main
suggestion of participants was:
Community gave suggestion
regarding connection with
chamber.
People will take sewerage
connection only when they get
sufficient water throughout the
year.
Community showed concern on
the tariff and sewerage connection
108
S.
No
Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants
Connection of existing toilets
with the sewer line will be a
basic problem for the
residents.
People asked for Connection
charges to sewer network.
charges.
Peoples also demanded for proper
traffic signage for speed limits for
minimizing the accident
Community showed concern, that the
damage to public utilities or structure
shall be restored immediately as their
experience is that once the pipe laying is
over, the restoration work is neglected.
5
Shajapur
ULB
office
Nagar
Palika
Parishad
office
Shajapur
12.04.18
Local Residents,
And public
Representative,
ULB officials,
MPUDC
officials & PMC
officials
Total =13,
Project scheme details, and issues
related to environmental and
social concerns and benefits from
the project were explained to the
stakeholders.
Women folk were of the opinion
that the scheme is good,
provided it is implemented with
good zeal
Consultants‘ team informed that
existing toilets will be connected
to the sewer line proposed under
this scheme.
Road Side water logging due to
implementation.
Noise and dust Pollution during
construction and after
construction.
Safety of Local traffic and
The main suggestions of the
participants were:
Provision of Drain in Built-up
Section to eliminate the issue of
road side water-logging;
They mentioned that they will be
acting as the best communicators
provided; they get chance for the
same during implementation of the
project.
For Safety of Local traffic and
pedestrian in Built-up Zone,
fencing should be provided; and
Adequate provision for minimizing
the Dust and Noise Pollution
during construction.
People who can afford be taken
hiked water tariff gave consent,
but those are from low income
109
S.
No
Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants
pedestrians in Built-up Zone group reacted on this issue and
demanded subsidy
6. Ward
no.1
Golyakhed
i (IPS- 5)
28.8.18 Local Residents,
And public
Representative
officials,
MPUDC
officials & PMC
officials
Project Background, details,
environmental and social, traffic
safety issue and benefit from the
project were explained to the
Stakeholders.
People from different
localities of Shajapur Nagar
Palika were found enthusiastic
and assured their full
cooperation during
implementation of the said
project.
Adverse effect of flowing
sewer into the open nallah of
city is an issue of concern.
Connection of existing toilets
with the sewer line will be a
basic problem for the
residents.
The main suggestion of participants
was:
Community gave suggestion
regarding connection with
chamber.
People will take sewerage
connection only when they get
sufficient water throughout the
year.
Community showed concern, that
the damage to public utilities or
structure shall be restored
immediately as their experience is
that once the pipe laying is over,
the restoration work is neglected
7. Ward
no.1
Patidar
colony
(IPS- 5)
29.8.19 Local Residents,
And public
Representative
officials,
MPUDC
officials & PMC
Project Background, details,
environmental and social, traffic
safety issue and benefit from the
project were explained to the
Stakeholders.
People from Patidar colony
The main suggestion of participants
was:
People were concerned about
their blockage of access but the
team assured that there will be
least disturbance to the local
110
S.
No
Ward no. Location Date Participants Issues Raised/Discussed Suggestion from Participants
officials
and nearby localities of this
area were found enthusiastic
and assured their full
cooperation during
implementation of the said
project.
Adverse effect of flowing
sewer into the open nallah of
city is an issue of concern.
Connection of existing toilets
with the sewer line will be a
basic problem for the
residents.
masses and also mentioned
necessary steps will be taken
through ESMP
Wanted to implement water supply
scheme in the town before sewerage
scheme.
People will take sewerage
connection only when they get
sufficient water throughout the
year.
Community showed concern, that
the damage to public utilities or
structure shall be restored
immediately as their experience is
that once the pipe laying is over,
the restoration work is neglected
111
7.2.1. Key Recommendations
Key Recommendations of stakeholders‘ consultations are summarized below:
Traffic management should be planned well in advance of implementation,
peoples should be informed prior to start of the works
Labor from the local community should be engaged in project implementation
Excavation work should be carried out in small stretches, so as to cause least
disturbance to the local public
Community showed the concern about absence of sewerage system in the town
leading to sludge and stagnant pools of wastewater which is visibly disturbing
and lead to pollution and mosquito menace, causing many health problems, thus,
welcomed the efforts of ULB.
Infiltration of rainwater into the sewerage lines in most of the areas and absence
of segregated sewerage and storm water drains cause problems, especially during
the monsoons this has to be addressed properly.
Physical relocation and resettlement should be minimized. Efforts should be made
to prevent loss of access to livelihood activities.
The participants emphasized the provision of diversions and aligning the way in
the interest of community safety and environmental protection, repeatedly.
Special care is needed in case of any structure comes in the alignment like
removal or shifting the sacred trees, religious places and other places of cultural
and historical significance.
Proper safety measures should be ensured during the project implantation
People were concerned about the connection inside the property.
Efforts should be made to prevent loss of access to livelihood activities.
Safety is an important issue especially for children, women and cattle and
therefore utmost safety measures must be provided during civil construction
works because the depth of trench may exceed 2 meters.
7.2.2. Outcome of Women’s Participation During the meetings.
The participation of the women‘s group was ensured by conducting two focused group
discussions especially with women in slums of the project area. Some of their specific concerns
are summarized below:
Women folk were of the opinion that the scheme is good, provided it is implemented
with good zeal
Women from slums are interested to work during the project implementation
Women discussed many health issues & unhygienic environment for their families
Women gave consent of construction of individual toilet through Swachchh Bharat
mission and connect it to sewer line
112
7.3 Incorporation of Public Concerns in the Design
Detailed information was provided to stakeholders about the changes, and incorporation
of public concern in the designs was also ensured. Key public concerns and solutions are
as followings;
The networkk design is done in such a manner that maximum depth of excavation
in the town is restricted to 5m. This will make the working more feasible (as the
working space required will be less) in narrow streets.
Details from various stakeholders (having underground utilities) is being obtained
so that damage to underground utilities specially water supply network, is
restricted to minimum extent.
Land for STP, IPS-4 and IPS-5 conceived in DPR is changed due to public
concerns.
The work of laying network will be done in small stretches of 100 to 250 m and
planks at every 50 m will be kept over the excavated portions so that maximum
access is provided to the houses and shops etc without affecting their daily
routines.
113
8. CONTRACTOR’S ROLE IN GRIEVANCE REDRESSAL MECHANISM
As per the contract, setting up of Grievance Redressal cell i.e. provision of computer etc. is
within the scope of work of contractor. Complaints will be received in various manner as under:
Drop Boxes (at ULB office, Site office, Bus stand etc)
In the office of contractor or ULB or PIU
Through email and phone ( phone number will be given in GRC box)
CM helpline
Contractor‘s services are aligned to the project GRM and that the Contractor has adequate
mechanisms to ensure that any complaint received by the contractor is recorded, addressed (if it
is within the scope of the contractor to address the same), information forwarded to the GRC,
etc. and complaint is closed. Contractor is obligated to provide information that is required by
the PIU to ensure smooth functioning of the project GRM. Major type of grievances along with
their timelines for resolution is as follows:
Nature of Complaint Duration to attend
Accident Immediate
Site safety traffic signage etc. Within 5 hrs to 2 days
Road restoration To be decided in discussion with PIU/ULB
(max. 7 days in case of pipe is laid or tested)
Utility breakage viz water pipeline,
telephone line, electric line etc.
Within 1-2 days
Quality related PIU to decide
Labour related issues Max. 7 days
Others To be decided by PIU depending upon the
severity of grievance.
Sincere efforts will be made to resolve grievances through participatory process with the
community and the respective ULBs, within time limit.
Closure of the Complaint
After the receipt of complaint, the contractor will resolve the grievance within the specified time
limit. However, if the issue is not resolved within time or in case the timeline given is not
adequate in opinion of contractor; he will inform the PIU accordingly. In such case, the
contractor will also consult with PIU to arrive at an agreed timeline. This will also be recorded.
After the completion of work on contractor‘s part, he will inform the PIU & PMC official who
will further reconcile with the aggrieved telephonically and record whether the grievance is
satisfactorily resolved. The format for Grievance Redressal Format for the complaints received is
appended in Annexure XXIV.
114
9. ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN
9.1 Overview
Environmental and Social Management Plan is outlined in Table 9.1.
Table 9-1: Environmental and Social Management Plan (ESMP)
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Sewerage and Sanitation Investments
A. Design and Development Phase
Sewerage
System
Accidental
leakages/
bursts
Flooding of the nearby areas due
to accidental burst or leakage of
sewers
Temporary Designing sewers with adequate
capacity and flow velocity
PMU and
Design
consultant
Construction
Materials
Sources of
Materials
Extraction of materials can disrupt
natural land contours and
vegetation resulting in accelerated
erosion, disturbance in natural
drainage patterns, ponding and
water logging, and water pollution
Temporary Prioritize sites already permitted by
the Department of Mines and
Geology
If other sites are necessary, inform
construction contractor that it is
their responsibility to verify the
suitability of all material sources
and to obtain the approval of PMU.
The materials for the construction
will be sourced from Govt approved
quarries only. It will be the
construction contractor‘s
responsibility to verify the
suitability of all material sources
and to obtain the approval of
DBO
Contractor to
prepare list of
approved
quarry sites
and sources of
materials with
the approval
of PIU
115
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Department of Mines & Geology
and local revenue administration.
If additional quarries will be
required after construction is started,
inform construction contractor to
obtain a written approval from PIU.
Sewage
Treatment
Plants
Treated
water
disposal
into Chillar
river
Pollution of receiving water
body (Chillar River) or land due
to inefficient treatment or non-
operation of STP
Temporary The treated wastewater discharge
from the sewage treatment plant will
comply with the standards set by
MPUDC (given in annexure IV)
which are more stringent to the
standards of MoEF&CC
Selection of best available sewage
treatment technology with High
BOD removal efficiency.
Ensuring development and
compliance to standard operation
and maintenance practices.
Provision of effective screening at
inlet of STP for removal of grit, fine
particles, plastics and other
suspended solids
Provision of effective separation
and controlled disposal of digested
sludge
Provision of green belt (detailed
action plan is enclosed as annex.
XVIII will be developed around the
STP site as per the guidelines of
Central Pollution Control Board.
DBO
Contractor /
PMU
116
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Selection of shrubs, Trees to be
planted in 3 rows along the STP
would be done keeping in view the
local species available in the sub
project area which will be useful for
absorption of air pollutants.All
designs shall consider ground
stability and structural designs shall
take into account stability and
support required and even all
capability to withstand disasters.
STP
Breakdown Discharge of untreated sewage
leading River pollution.
Temporary Provision of adequate holding
capacity adequate for storage of
sewage to prevent flow of untreated
sewage to River.
DBO
Contractor /
PMU
Flooding
due to rain
water run
off
Rain water may flood the STP
area in absence of adequate
provision of diverting rain
water flow towards STP and
IPS from periphery area.
Temporary Land identified for construction is
flat having a gradual slope towards
Chillar River for STPs and IPS.
Proposed structure will be raised
above HFL
The IPS is constructed at a raised
level above the HFL.
All electric supply lines, works
panels, chlorine/ chemical / material
storage will be above HFL
DBO
Contractor /
PMU
Sludge
disposal Disposal of sludge leading to
contamination of land and
water.
Permanent The settled sludge coming out from
the sewage treatment plant, Septic
tanks etc. will be carried out in to the
sludge draying beds proposed in the
vicinity of the STP site. The digested
DBO
Contractor /
PMU
117
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
sludge will be transported to the
trenching ground and village
Bhilwadiya having Khasra no
1110/10/1 and 672/min-2 & 673/min-
2 respectively.
Provision
for safety of
workers
and safe
operation of
STPs
Accidents leading to injury
or death of workers
(Fall of workers from Height,
Fall into deep water tanks,
Short Circuiting)
Accidental slip, trip and fall in
walk ways or work areas
Fire
Exposure to toxic gas such as
chlorine
Permanent Ensure adequate provision of
Handrails on both sides of
walkways close to deeper tanks and
STPs;
All electric switches (including unit
specific on-off switches installed at
respective units) and panels should
have adequate protection from rain
water to prevent short circuiting
Proper earthling with installation of
earth circuit breakers shall be made
Walk ways designs shall be made
with proper slope to avoid
accumulation of rain water.
Material handling and storage shall
be so designed that walk way
surface remains free from wet or oil
surface situation to prevent slips,
trip or fall accidents.
Prepare emergency preparedness
plan including identification of
assembly area in case of fire.
(Please refer Annexure XXX)
Detailed sludge disposal action plan
is enclosed as annexure XIX
DBO
Contractor /
PMU
118
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Sewage
Pumping Station
Pumping of
sewage from
District SPSs
to STP
Noise and odor nuisance to
surrounding areas.
Permanent Selection of appropriate location
away from sensitive locations such
as schools and hospitals. However,
if appropriate location is not
available then extra precautions can
be taken.
Ensure that the pumping station is
provided with a noise barrier and
adequate green belt around the
pumping stations.
Ensure that odor removing measures
has been taken care during design
and construction of IPS/SPS.
Use of less noise generating
equipment with regular
maintenance.
Tree plantation around SPS as per
the guidelines of central Pollution
Control Board.
All designs shall consider ground
stability and structural designs shall
take into account stability and
support required. Even all capability
to withstand disasters.
Standby arrangements for critical
equipment, facilities involved in this
sewage system
PMU and
Design
consultant
Cultural
resources
Damage to historical monuments
and chance finds
All the rules prescribed by
Government/ASI will be followed
(protocol) by the construction
DBO
Contractor /
PMU
119
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
contractors in conducting any
excavation work, to ensure that any
chance finds are recognized and
measures are taken to ensure they
are protected and conserved. This
should involve:
Conduct awareness training to
contractor & supervision staff prior
to start of excavation
Stopping work immediately to allow
further investigation if any finds are
suspected;
Consents,
permits,
clearances,
NOCs, etc.
Failure to obtain necessary consents,
permits, NOCs, etc. can result to
design revisions and/or stoppage of
works
a. Ensure all permits, clearances
required before start of work –
incl trees, land, CTE, NoCs, DG
Set, labour licences, labour
camp design final sign off from
Engineer etc., Construction
debris disposal permit.
b. The consent conditions are to be
followed. These are to be
included/updated those in c-
esmp.
c. Save trees & environmental
features – if applicable through
design
optimization/adjustments– for
all facilities – including STP,
manholes, IPS, sewer lines etc.
Strip mapping, Utility relocation
DRBO Contractor
/ PMU
120
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
plan; provide advance notice to
people, depts
d. Provide Temporary diversions
required to Traffic Authorities;
get approved
e. Baseline monitoring at key sites
f. Permits for disposing treated
wastewater & PCB consent
g. Permit for storage of
construction /other material. If
Hazardous waste stored; get
PCB permission
h. Prepare emergency plan,
contingency arrangement
i. Follow proper chance find
procedure: site in charge to
inform responsible authority in
the district on archaeological
chance find and restrict further
access to site
j. Detailed sheet of
consent/permission required in
the project is enclosed as
annexure XVII.
Utilities Telephone l i nes , electric poles
and wires, waterlines within
proposed project area.
a. Identify and include locations
and operators of these utilities in
the detailed design documents
to prevent unnecessary
disruption of services during
construction phase; and
Utilities
121
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
b. Require Construction
contractors to prepare a
contingency plan to include
actions to be taken in case of
unintentional interruption of
services.
c. Concerned authorities should be
informed and their assistance
sought to remove, relocate and
restore services of these utilities
prior to commencement of
construction.
B. Construction phase
STP Excavation Loss of top soil due to excavation
activities.
Temporary Excavation shall be planned in such
a manner that no damage occurs to
existing structures, if any.
Top soil should be separately
stockpiled and utilized for
vegetation process and green belt
development or landscaping after
completion of work.
As per instruction of ULB, the
excess soil/waste to be transported
in the Phulkhedi near Hanuman
Temple, Shajapur to fill previously
excavated areas or low-lying areas;
and remaining will be disposed at
trenching ground site as per
characteristics of waste.
The excess earth while transporting
Contractor
PMU
PMC
122
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
by vehicles to the disposal site
should be covered properly and also
water will be sprinkled to make it
wet.
All the unwanted material like
plastic, sacks, muck should be
separated from the excavated earth
prior to disposal and the wastes
shall be sent for proper SWM.
Construction waste Temporary All the associated construction
waste should be properly managed
by storing (within designated areas
& with cover to prevent dust) and
disposing off at suitable refusal site
as given in bid document or as
approved by PIU engineer.
Stockpiles to be done in high areas
to avoid flow in storm water run-off
channels and erosion; Any
hazardous / electronic waste
material (e.g.: asbestos, electric
panels/cables) will be suitably
disposed as suggested by applicable
guidelines.
The C& D waste will be disposed
off as per the C&D Waste Rules,
2016 and C&D Guide lines of
CPCB.
Contractor
PMU
PMC
Sewerage
(laying of
Excavation,
cutting, back
Damage to underground utilities
like water, gas line, electricity and
Temporary Review all available drawings,
notes, and information on the
Contractor
PIU
123
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
sewers) filling and
compaction
operations
telephone conduits etc. due to
construction activities.
existing underground lines and
structures in determining the
location of the existing facilities.
Concerned authorities should be
informed and their assistance sought
to remove, relocate and restore
services of these utilities prior to
commencement of construction.
Underground utilities encountered
in excavating trenches carefully
shall be supported, maintained and
protected from injury or interruption
of service until backfill is complete
and settlement has taken place.
Minimize time for replacement
operations; and appropriate
scheduling as necessary especially
for water supply line.
The contractor will ensure laying of
sewer line 0.6m distance from water
supply pipe line.
PMC
Socio-Economic – Income Temporary Inform all businesses and residents
about the nature and duration of any
work well in advance so that they
can make necessary preparations;
Do not block any access; leave
spaces for access between
barricades/mounds of excavated soil
and other stored materials and
machinery, and providing
Contractor
PIU
PMC
124
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
footbridges so that people can
crossover open trenches
Barricade the construction area and
regulate movement of people and
vehicles in the vicinity, and
maintain the surroundings safely
with proper direction boards,
lighting and security personnel –
people should feel safe to move
around
Control dust generation
Immediately consolidate the
backfilled soil and restore the road
surface; this will also avoid any
business loss due to dust and access
inconvenience of construction work.
Employee best construction
practices, speed up construction
work with better equipment,
increase workforce, etc., in the areas
with predominantly commercial,
and with sensitive features like
hospitals, and schools;
Consult businesses regarding
operating hours and factoring this in
work schedules; and
Accidents/ damages due to erosion/
sliding of vertical sides of
excavated trenches while places
the pipes
Temporary Maintaining the excavation by
Shoring trench sides by placing
sheeting, steel shores, trench jacks,
bracing, sheet piling materials to
Contractor
PIU
PMC
125
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
resist pressures surrounding the
excavation as per C.P.W.D.
Specification Volume 2 (2009)
Exposed surface will be resurfaced
and stabilized by making the sloping
sides of trench to the angle of repose
at which the soil will remain safely
at rest.
Dust Generation due to excavation,
cutting, back filling and
compaction operations
Temporary Dust levels in sewerage project town
are within the permissible limits,
further this construction activity
may increase the dust causing
nuisance to local residents and
vendors.
Dust is generated due to the
disturbance of soil and roadways. It
is recommended to minimize dust
generated by wetting all areas and
stockpiles with water twice a day,
Water tankers will carry the water
and laborers will spray on the
dusted land
Additionally, it is recommended to
wet and cover excavated material
transported by trucks.
Contractor
PMC
Noise and vibration disturbances to
residents and businesses
Temporary Construction should not be carried
out in the nights
Construction activities to be
carried out in day time with prior
intimation to local residents and
Contractor
PIU
PMC
126
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
shopkeepers.
Vehicles to be equipped with
mufflers recommended by the
vehicle manufacturer.
Staging to be provided in
construction equipment with high
vibration levels and unnecessary
idling of equipment within noise
sensitive areas to be avoided
whenever possible.
Operators of heavy machinery and
workers in near vicinity will be
provided with ear plugs and other
protective measures to minimize
exposure to high noise level.
Notification will be given to
residents within 300 feet (about 90
to 100 m) of major noise
generating activities including
abatement measures to be
implemented.
Daily Monitoring of noise levels
through handheld meter shall be
conducted at all construction sites
of the project. In case of exceeding
of pre-determined acceptable noise
levels by the machinery will
require the contractor(s) to stop
work and remedy the situation
prior to continuing construction.
127
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Use of low noise and vibrating
equipment (such as enclosed
generators with mufflers,
instruments with built in vibration
dampening and improved exhaust),
to meet standards as prescribed by
CPCB.
Provision of PPE for construction
workers.
Provision of noise barriers densely
inhabited areas and near sensitive
zones like hospitals, schools, etc.
Maximum permissible sound
pressure level shall be 75 dB(A) at
a distance of 1.5 m from the
source.
Exposure to labor shall be as per
the maximum exposure periods
specified by OSHA as specified
below:
Maximum
equivalent
continuous
noise level
dB(A)
Unprotected
exposure period
per day for 8
hrs/day and 5
days/week
90 8
95 4
100 2
105 1
110 ½
128
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
115 ¼
120 No exposure
permitted at or
above this level
Noise from the DG sets shall be
controlled by providing an
acoustic enclosure.
Acoustic enclosure/acoustic
treatment of the room shall be
designed for minimum 25 dB(A)
Insertion Loss or for meeting the
ambient noise standards,
whichever is on the higher side.
DG set shall also be provided with
proper exhaust muffler to attenuate
noise level by at-least 25 dB(A).
Efforts will be made to bring down
the noise levels due to the DG set,
outside its premises, within the
ambient noise requirements by
proper siting and control measures.
A proper routine and preventive
maintenance procedure for the DG
set shall be formulated and
followed in consultation with the
DG set manufacturer which would
help prevent noise levels of the
DG set from deteriorating with
use.
Install portable barriers to shield
129
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
compressors and other small
stationary equipment where
necessary;
Use of quiet equipment (i.e.
equipment designed with noise
control elements);
Limit pickup trucks and other
small equipment to a minimum
idling time and observe a
common-sense approach to vehicle
use, and encourage workers to shut
off vehicle engines whenever
possible;
Provision of appropriate personnel
protective equipment;
Construct mainly during the day;
Consider labor-based construction
methodologies
Temporary flooding due to
excavation during monsoons or
blockage of surface drains
Temporary Ensure that excavated soil material is
stored on the higher lying areas of
the site and not in any storm water
run-off channels or any other areas
where it is likely to cause sediment
deposits or where water would
naturally accumulate causing
flooding.
The areas where excavated soil will
be stockpiled must be covered
completely, protected by strong
berms to prevent soil run off due to
Contractor
PIU
PMC
130
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
rain.
Excess soil should be transported to
dumping location within 24 hours of
completion of task in vehicles which
shall be covered to prevent dust
dispersal.
Traffic inconvenience (emissions,
congestions, longer travel times,
blockage of access)
Temporary Since most of the roads in the project
area are narrow there will be traffic
congestion, hence alternate traffic
routing must be adopted in consultation
with concerned traffic police
authorities. This plan shall be prepared
at least 3 days before commencement
of work at a particular street and the
information on the alternate route shall
be shared with the local community
at least a day in advance.
Information signs clearly displaying
the alternate route should be
displayed at the construction site
throughout the construction period.
Traffic diversions will have some
adverse impact on trade and
commerce, hence works at business
and market area must be completed
earlier.
Care should be taken to minimize
congestion and negative impacts at
schools and hospitals
Provide temporary crossing/ bridges
Contractor
PIU
PMC
131
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
to facilitate movement of local
people.
Construction works at business and
market area must be completed
earlier to minimize business loss.
Timings and special adjustments
(considering market timings,
festivals, any other local aspect)
shall be discussed and agreed with
stakeholders. Alternate traffic
routing to be adopted in consultation
with traffic police authorities.
Traffic control & flag man will be
ensured at School, hospital areas
during sewer network laying
Settlement of backfilled area after
construction
Temporary The backfilling material shall be free
from petroleum products, slag,
cinders, ashes and rubbish, or other
material.
Backfilling activity should follow the
construction schedule, as
recommended by the DPR, which
estimates that a 1 km stretch of
construction work is to be
completed in approximately 3 days.
Proper compaction as per the soil
condition and retain the original
level/ alignment and grade as it was
before the work commenced.
Contractor
PIU
PMC
Spillage of fuel and oil Temporary Store tanks and drums with metal Contractor
132
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
trays at the bottom.; ensure no
spillage of into soils or drains;
enforce adequate equipment
maintenance procedures
Excess soil and used oil should be
sold / given to authorized vendors .
Care to be taken to store fuel and oil (if
required) at a place away from any
drainage channel/nalla; forbid pouring
into soils or drains; enforce adequate
equipment maintenance procedures.
Storage vessels shall be of excess
capacity than the quantity to be stored
to prevent overflow. Preferably to be
stored in drums mounted on a concrete
paved platform. Any spillage of oil is
to be checked. Permissions shall be
taken to store fuels.
PIU
PMC
Sewage
pumping station
Excavation Damage to topsoil due to
excavation activities.
Temporary To prevent excessive disturbance of
natural vegetation, the top soil
excavated should be utilized for
vegetation.
Topsoil and subsoil must be placed
on opposite sides of the trench and
must be kept separate throughout
construction and rehabilitation.
Contractor
PIU
PMC
Construction waste Temporary All the associated construction
waste should be properly managed
by storing and disposing off at
identified refusal sites.
Contractor
PIU
PMC
133
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Soil erosion during excavation/
filling operation (while
constructing foundation of
structure)
Temporary All the associated construction
waste should be properly managed
by storing and disposing off at
suitable refusal site as given in bid
document or as approved by PIU
engineer.
The C& D waste will be disposed
off as per the C&D Waste Rules,
2016 and C&D Guide lines of
CPCB
Contractor
PIU
PMC
Dust Generation due to
construction activities
Temporary Excavated material transported by
trucks will be covered and/or wetted
to prevent dust nuisance.
Suppressing dust generation by
spraying water on stockpiles
Contractor
PIU
PMC
General: Air
Environment
due to all
construction
activities
Air pollution due to particulate
matter emissions from excavation,
construction material handling,
transportation of materials
Temporary All construction sites (sewer
network, pumping stations, STP
sites) and project facilities (project
office, labor camps, stores, etc.)
shall be isolated with hard
barricading of at least 3 m height,
Warning ribbons, poly sheets and
other unsafe measures shall not be
provided.
All the barricades should be
provided with warning lights that
can be operated at night.
Sprinkling of water at regular
intervals to control dust especially
places where soil is stockpiled.
Contractor
PIU
PMC
134
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Preventive maintenance of
construction equipment and vehicles
to meet emission standards
A green belt shall be developed
around the STPs and IPSs site.
Selection of shrubs, Trees to be
planted in 3 rows along the STP
would be done keeping in view the
local species available in the sub
project area which will be useful for
absorption of pollutants responsible
for creating air pollution.
Detailed action plan on green belt is
enclosed as annexure XVIII.
General: Noise
Environment
due to all
construction
activities
Noise hazards Temporary Noise attenuation with sound proof
insulation for noise generation
sources like pumps, generators or
using less noise making equipment
Proper maintenance of construction
equipment and vehicles to keep
them with low noise.
fitting of noise mufflers to all
equipment establishing acoustic
resistant enclosures for all the
stationary equipment ensuring that
no construction activity is taken up
during the night locating noisy
equipment as far as possible from
NSRs;
Orienting equipment so as to emit
Contractor
PIU
PMC
135
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
noise away from NSRs;
switching off unnecessary or idle
equipment;
Preventive maintenance of
equipment to minimize noise
emissions.
General waste
during
construction
Nuisance due to solid waste
disposal
Temporary Ensure that no litter, refuse, wastes,
rubbish, rubble, debris and builders
wastes generated on the premises
must be collected in rubbish bins
and disposed of daily at registered
refuse facility sites.
Toilet facility must be provided at
construction site and should be
maintained properly. Toilets must
be emptied regularly at treatment
plants and every effort must be
made to prevent the contamination
of surface or sub-surface water
Contractor
PMU
PMC
Disposal of
Spoils Road Cutting
for pipe
laying
The Bitumen and concrete covered
roads waste generation Temporary Maximize the re-use of excavated
materials in the works as far as
feasible to ensure that no permanent
spoil dumps are created.
The construction and demolition
waste (debris) generated during
excavation of the trench is to be
removed by the concerned
contractor. It has to reach the
construction and demolition waste
site/yard designated by the
Contractor
PIU
PMC
136
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
concerned ULB for its value
addition, where the entire debris
(including bituminous toppings,
etc.) is segregated/processed. The
outside parties purchase the
segregated/processed materials
separately/individually as per their
requirement by paying the cost
decided by the concerned authorities
of the ULB. It becomes a source of
income to the concerned ULB as
part of its revenue generation.
Moreover, entire expenditure
incurred on collection, processing,
segregation of waste (debris) is
made out in the whole process.
Mechanical excavations are to be
essentially supplemented by Manual
excavation at some stretches in
order to maneuver minor obstacles
within the barricaded operational
area Like a kerb/ roadside small
trees, telephone/electric poles,
which will be otherwise require
shifting or removal for movement of
excavators if mechanical means of
excavation is to be adhered all
through the alignment
The excavated material base and sub
base layers is to be tested and if
137
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
found to be useful for reusing as wet
mix macadam(WMM), then it to be
transported to the mix Plant, to
make it suitable for reuse as WMM
as per required gradation
requirements in accordance with
IRC guidelines Or
MORTH(Ministry of Road
Transport and Highways).
The excavated bituminous mix
materials can be utilized for paving
of cross roads, access roads, and
paving works in construction sites
and camps, temporary traffic
diversions and haulage routes as per
IRC:120-2015 & IRC:121-2017.
The excavated material base and sub
base layers is almost akin to natural
soil, can be used beneficially in
embankment construction or filling
low-lying areas and or can be
sourced to other area development
projects, commanding commercial
value.
The tipper/trucks, which carry the
payment that materials or the sub
base and base materials, are to be
covered with net cloth and wetted
by sprinkling water prior to dispatch
at all times. Alternatively, top
138
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
surface of the loaded material can
also be wetted through water
sprinkling and covered with water
proof tarpaulins to avoid enroute
spills and dust. All tipper/ trucks
shall be mandatorily loaded only up
to designated capacities.
Properly dispose of the spoil in the
identified by the design team and
approved by the confirmed land
owners;
Care should be taken to avoid spoil
location in land that could otherwise
be used for productive purposes.
Contaminated earth if encountered
then it will be treated if possible or
else; disposed off at the disposal
facility at Pithampur, Indore.
General: safety
during
construction
Safety hazards to labour and public Temporary All construction sites shall be
provided with informatory (at 500 m
interval for sewer lines), cautionary
(at 250 m for sewer lines and safety
signs (at 100 m interval for sewer
lines).
All safety signs (including
supporting frames) should be of
material which will with stand wind
and other natural forces.
No safety sign should be made of
paper or cloth or any such material
Contractor
PIU
PMC
139
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Comply with the Occupational
health and Safety act of central
Govt. State Government, Labor
Laws and EHS guidelines of World
Bank Group.
Ensure that all emergency contact
details of the police or security
company and ambulance services
nearby to the site.
Ensure that the handling of
equipment and materials is
supervised and adequately
instructed.
Erect warning signs/ tapes and
temporary barriers and/or danger
tape, marking flags, lights and
flagmen around the exposed
construction works warn the public
and traffic flow of the inherent
dangers.
Provide adequate and suitable safety
gear such as helmets, safety shoes,
gloves, dust masks, ear mufflers
gumboots, etc.
Labour Influx,
Child Labour
and
Construction
camps
rapid migration of labour to
the project area may affect the
project area negatively in the
terms of additional burden on
public infrastructure such as local
social and health services, utilities
Temporary The contractor shall engage local
workers to a minimum of 30% of the
labour needed. Labour camps are not
required, if the labour is from
Shajapur. If labors are from outside
the town, than following measures
Contractor
PIU
PMC
140
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
such as water and electricity,
housing and social dynamics and
thus impact on local communities
Increased risk of spread of
communicable diseases, and
increased rates of illicit behaviour
and crime.
adverse environmental
impacts are illegal waste disposal
sites, inappropriate Wastewater
discharges, and camp related
noise, access roads and land use
issues
prevalence of gender-based
violence and social norms
towards it in the community
Local prevalence of child
and forced labour.
must be undertaken:
Communication and awareness plan
on national labour and women
harassment laws and its penal
implications, leave provisions and
other allowances for workers
benefit,
Worker codes of conduct with
respect to manual scavenging,
engagement with local residents,
child labor, non-discrimination,
harassment of co-workers including
women and those belonging to SC
and STs and other minority social
groups.
Training activities to build the
capacity of DRBO contractors in
preparation and execution of the
labour management plan and other
relevant topics.
Training programs on HIV/AIDS
and other communicable diseases,
etc.
Compliant handling Mechanism of
contractor
Workers‘ Camp Management Plan
addressing specific aspects of the
establishment and operation of
workers‘ camps provided the ULB is
unable to cater to the demand for
141
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency affordable housing for this additional
workforce in terms of rentals, hostels,
apartments etc.
1) The camps must be not being in an
environmentally sensitive area such
as in close proximity to a
watercourse, on a steep slope or on
erosive soils.
2) Camp sites will have adequate
provision of shelter, water supply,
sanitation and solid waste
management as far as practicable.
3) The labour camps must have all
the provisions in confirmation to
Building and Other Construction
Workers Rules.
4) To prevent child Labor the
contractor should keep an up-to-
date registry of workers with their
contact details. In order to prevent
child labor, the contractor should
systematically check IDs.
Detailed Labour Working and Camp
Conditions Standards is enclosed as
Annexure-XIV
C. Operation Phase
Sewer line Leakage/
overflows
Water pollution and possibility of
mixing with water supply line
Backlogging due to unexpected
heavy flows rates
Permanent There is a concern of leakages and
overflows leading to flooding of
adjacent areas in the town. This shall
be mitigated and managed by:
PMU
contractor
142
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
Regular monitoring of sewer line
and manholes for visible leakages/
overflows.
Immediate repair operation for the
damaged portion of sewer line.
De-siltation of blocked sewers/
manholes with sewage pumping
machines-storing and disposal at
appropriate refusal area after
treatment.
Ensure proper covering of manhole
and avoid dumping of solid waste to
prevent chocking of sewer line.
Regular inspection and maintenance
of the sewers
Intermediate
Sewage
pumping
station
Noise pollution from operation
activities
Permanent Proper handling and regular
maintenance of operating machines
including pumps, generators, air
diffusers, noise monitoring, etc.
PMU
DBO
contractor
SMC
Intermediate
Sewage
pumping
station
Solid waste Contamination of water resources,
blockage, bad odor, Health hazard
and public nuisance
Permanent Solid waste should not be kept for
more than 24 hours
Solid waste to be disposed at
proposed sludge disposal site.
PMU
DBO
contractor
SMC
Sewage
Treatment
Plants
Sludge disposal Disposal of sludge leading to
contamination of land and water.
Permanent Prepares sludge disposal plan as per
desire stage provisions and guidelines
and adhere to the same.
Ensure proper functioning of STP for
digestion of sludge and ensure
adequate functioning of dewatering
DBO
Contractor /
PMU
143
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
units for efficient functioning of
System.
Treated effluent quality test should be
done at least once a month
The septage from the septic tanks will
be collected using suction vehicles
which will be leak proof and the
septage will be dumped in the
equitation tanks for treatment. The
suction trucks being used should be
maintained as per the best practices &
standards of maintenance.
The settled sludge coming out from the
sewage treatment plant, Septic tanks
etc. will be carried out in to the sludge
drying beds proposed in the vicinity of
the STP site.
Sludge must be thickened and
stabilized before it can be efficiently
disposed of or used as a soil
amendment.
Sludge drying bed should have
proper drainage- water leachate
should not flow into river to
contaminate.
Sludge disposal should strictly comply
with national standards and
internationally accepted environmental
quality criteria.
Sludge shall be tested for heavy
144
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
metals and other chemicals. It shall
be dried on site (area to be specified
for this on site). Site shall be raised,
with cutoff drains (drain leachate to
be taken back to STP for treatment)
& shall be covered on top (for
weather protection). After drying,
this shall be sent in covered vehicle
to trenching yard (detailed sludge
disposal plan is enclosed as
annexure XIX). This is the
temporary arrangement for disposal
of sludge in future to be developed
as sanitary landfill.
Disposal of
Treated
Wastewater
Disposal of treated wastewater into the
river leading to improve the quality
of water.
Permanent There will be a significant
improvement in water quality due to
effluent discharge being treated.
The proposed project will have a
positive impact on aquatic life, as it
intends to tap all the wastewater
discharge into the river and this will
directly improve the river water
quality STP operations shall take
place only after Consent to Operate
certificate is accorded by the
MPPCB.
Treated water quality shall comply
with the consent conditions
stipulated by before let out into the
stream/nullah/open land / irrigation
DBO
contractor
SMC
145
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
purposes and necessary permission
to be obtained from the concerned
department.
Performance standards shall always
be maintained, ensuring efficient
working condition of treatment
plant.
Ensure efficient working condition
or treatment plant.
The treated sewage will be analyzed
in order to meet prescribed
standards.
Prevent the pollution of stream
water and other water bodies
receiving STP discharge.
General
Safety
Workers
exposed to
toxic gases in
sewers and
hazardous
materials
Serious/health/ safety hazards
Temporary During cleaning/ maintenance
operation, the sewer line will be
adequately vented to ensure that no
toxic or hazardous gases are present
in the line.
Gases present in the sewer line
should be analyzed for
hazardous/toxic gases before
commencing cleaning operation.
Cleaning maintenance work shall be
carried out as per the safety guide lines
prescribed by CPHEEO and labor laws
PMU
DBO
contractor
SMC
Occupational
Health and
safety
Workers and
staff
Operation and Maintenance of
STP and sludge disposal
Permanent Railing around all process tanks
and pits to be installed.
• Implement a confined spaces
• O & M
contractor
146
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
entry program that is consistent
with applicable national
requirements and internationally
accepted standards. Valves to
process tanks should be locked
to prevent accidental flooding
during maintenance;
• Use fall protection equipment
when working at heights;
• Maintain work areas to
minimize slipping and tripping
hazards;
• Use proper techniques for
trenching and shoring;
• Implement fire and
explosion prevention measures
in accordance with
internationally accepted
standards;
• When installing or repairing
mains adjacent to roadways,
implement procedures and traffic
controls, such as:
✓ Establishment of work zones so
as to separate workers from
traffic and from equipment as
much as possible
✓ Reduction of allowed vehicle
speeds in work zones;
✓ Use of high-visibility safety
147
Activity Potential Negative
Impact/Concern
Duration
of Impact
Mitigation Measures
Responsible
Agency
apparel for workers in the
vicinity of traffic
✓ Provision of proper illumination
for the work space, while
controlling glare so as not to
blind workers and passing
motorists
• Locate all underground utilities
before digging.
STP & IPSs: Sites shall have compound wall, with retaining wall where it is required to be protected considering the
possibility of slips; It shall be secured / gated with manned security to prevent any unauthorized entry of workers or
communities. Fire protection, emergency action plan, fencing of motors, work in confined spaces / excavated areas,
overhead protections for all heights, electrical , illumination, structural stability, precautions for work on water for pipes
crossing river, accident reporting, insurance, medical facilities, facilities for workers on site, worker housing etc.
148
9.2. Monitoring and Evaluation
Monitoring is an important tool in establishing the success or failure of a project in regard to
compliance to environmental and social safeguards. Evaluation is also an important element
in assessing the achievement of the mitigation measures set out in the Environmental
Management Plan, performance and efficiency of the project with regarding to ESMP.
Monitoring and evaluation process will involve the assessment of the following benchmarks:
The implementation process of guidelines stipulated in the ESMP
Evaluate impact of the project to the environment and social setting of Shajapur Town
Monitoring of the involvement of the community through public consultations in
decision makings and the implementation of the project
ESMP Compliance Responsibilities
PMU Responsibilities: PO (Environment) and Community development officer
(Social) supported by PMC (which will be staffed with an Environmental Specialist,
Social specialist and Environmental Coordinators), will be responsible from the PMU.
Key tasks and responsibilities of the PO (Environment) and CDO for this sub project
include the following:
Construction stage:-
(i) Facilitate and ensure that all necessary environmental clearances/permissions,
such as CTE are in place prior to start of construction
(ii) Provide oversight on environmental and social management aspects of
subproject and ensure ESMP is implemented by contractor.
(iii) Oversee site closures to ensure that all work / facility sites are restored
properly prior to issuing work completion certificate to the contractor
(iv) Address any grievances brought about through the grievance redress
mechanism in a timely manner
(v) Oversee day-to-day implementation of ESMPs by contractors, including
compliance with all government rules and regulations, take necessary action
for obtaining rights of way
Operation stage:
(i) Ensure and consent for operation (CFO) is obtained from MPPCB for STP
prior to start of operation
Contractor’s responsibilities:
Design stage:
(i) Review the ESA Report including the screening checklist, category and the ESMP,
and conduct site visits to understand the environmental sensitivity of the project sites.
(ii) Update the screening checklist, confirm the category, and update/revise the ESA
Report of the project reflecting the changes /amendments /additions that are affected
in the project during the detailed design (the present document i. e. C-ESA) is in line
with this requirement of contract)
(iii) Update / revise and drafted the ESMP whenever there is a change in the site or
required by MPUDC or the World Bank
149
(iv) Provide all necessary technical assistance to PIU / ULB in obtaining regulatory
clearances/approvals.
(v) Ensure that all design-related measures of the ESMP, and conditions, if any, of
government regulatory agencies (like MPPCB consent conditions) are duly included
in the final designs.
(vi) Prepare and submit:
a. Construction waste management (CWM) plan
b. Environment, Social, Health and Safety Implementation Plan (ESHSIP)
c. Traffic management (TM) plan
d. Emergency preparedness plan Pl. Refer (annexure XXX)
Construction stage
(i) Ensure that all regulatory clearances (both project related and contractor related) are
in place before start of the construction work.
(ii) Before start of work contractor must sensitize the community at least two days before
commencement of work.
(iii) Mobilize EHS personnel prior to start of work
(iv) Confirm with PIU availability of rights of way at all project sites prior to start of
work.
(v) Implement the mitigation measures as per the ESMP
(vi) Follow the ESMP measures/guidelines for establishment of temporary construction
camps, construction waste disposal sites, and material borrow areas, etc.,
(vii) Implement ESMP and ensure compliance with all the mitigation and enhancement
measures
(viii) Conduct environmental monitoring (air, noise, water etc.,) as per the ESMP
(ix) Undertake immediate action as suggested by PIU / PMU / PMC to remedy
unexpected adverse impacts or ineffective mitigation measures found during the
course of implementation
(x) Submit monthly compliance reports on ESMP implementation
(xi) Act promptly on public complaints and grievances related to construction work and
redress in a timely manner in coordination with PIU
(xii) Comply with applicable government rules and regulations
Operation stage
(i) Obtain CTE from MPPCB (through SMC) in coordination with the MPUDC, and
comply with MPPCB conditions, if any, during the operation phase
(ii) Implement the operation phase ESMP including the monitoring plan
(iii) Submit quarterly ESMP implementation report
Project implementation involves various interventions to achieve the objectives of providing
safe, clean and adequate, on sustainable basis, improving the health and sanitation conditions
in the city. Simultaneously, to protect and improve the environmental conditions to achieve
the goal, various mitigating measures would be taken up. Table 9.2 presents the proposed
environmental monitoring plan while Table 9.3 presents the cost required for implementation
of Environmental Management Plan. The cost required for implementation of Environmental
Monitoring Plan is given in Table-9.4.
150
Table 9-2: Details of Environmental Monitoring Plan
Env.
Component Stage
Institutional Responsibilities
Parameter Standards Locations Frequency Implementation Supervision
Air
Qu
ali
ty
Con
str
uct
ion
PM10 μg /m3,
PM2.5 μg/m3, SO2,
NOX, CO CPCB
Sewer
Construction
Sites
Once in every season
(except monsoon
season)
Contractor through
approved monitoring
agency/Lab
PMU and PMC O
per
a-
tion
PM10 μg /m3,
PM2.5 μg/m3, SO2,
NOX, CO
Sewer
Operational
facilities
Twice a year during
operation (except
monsoon season).
Contractor through
approved monitoring
agency/Lab
PMU and PMC
Nois
e L
evel
s
Con
stru
ctio
n
Leq dB (A) (Day and
Night) Average and
Peak values
Ambient Noise
Standard CPCB
Sewer
Construction
Sites
Daily through handheld
noise meter
And
Once in every season
(except monsoon
season).
Contractor through
approved monitoring
agency/Lab Contractor
through approved
monitoring agency/Lab
PMU and PMC
Op
erati
on
Leq dB (A) (Day and
Night) Average and
Peak values
Ambient Noise
Standard CPCB
Sewer
operational
facilities
Twice a year during
operation (except
monsoon season).
Contractor through
approved monitoring
agency/Lab Contractor
through approved
monitoring agency/Lab
PMU and PMC
Wate
r Q
uali
ty o
f R
iver
Ch
illa
r
Co
nst
ruct
ion
pH, Oil &grease, Cl,
F, NO3, TC, Total
Faecal Coliform
Hardness, Turbidity,
BOD, COD, DO,
Total Alkalinity
IS:10500 Near proposed
STP site
One before start of
construction and once in
a month during
construction period
Contractor through
approved monitoring
agency/Lab
PMU and PMC
Op
erati
on
pH, Oil &grease, Cl,
F, NO3, TC, Total
Faecal Coliform
Hardness, Turbidity,
BOD, COD, DO,
Total Alkalinity
IS:10500
Near effluent
discharge
point in the
River
Monthly
Contractor through
approved monitoring
agency/Lab
PMU and PMC
151
Eff
luen
t
Mo
nit
ori
ng
op
erati
on
BOD, COD, TSS,
TDS, MPN, TN, TS
etc.
Standards adopted
by MPUDC STP outfall Monthly NABL accredited Lab. DRBO
Soil
Con
stru
ctio
n
Physical: Texture,
Grain Size, Gravel,
Sand, Silt, Clay;
Chemical Parameter:
pH, Conductivity,
Calcium,
Magnesium, Sodium,
Nitrogen, Absorption
Ratio
Consider the
following
methods: IS-2720
(Various part); Soil
Chemical Analysis
by M.L.
JACKSON. Soil
Test Method by
Ministry of
agriculture
Sewer
Construction
Sites and SPS
One before start of
construction and once
during construction
period
Contractor through
approved monitoring
agency/Lab
PMU and PMC
Op
erati
on
Physical: Texture,
Grain Size, Gravel,
Sand, Silt, Clay;
Chemical Parameter:
pH, Conductivity,
Calcium,
Magnesium, Sodium,
Nitrogen, Absorption
Ratio
Consider the
following
methods: IS-2720
(Various parts);
Soil Chemical
Analysis by M.L.
JACKSON. Soil
Test Method by
Ministry of
Agriculture
Along sewer
construction
sites, SPS
Twice in a year (Pre-
monsoon and Post
monsoon) for first 5
years,
Contractor through
approved monitoring
agency/Lab
PMU and PMC
Slu
dg
e
Op
erati
on
Analysis for
concentration of
heavy metals
CPCB STP site Monthly
Contractor through
approved monitoring
agency/Lab
PMU and PMC
152
Table 9-3: Cost Estimate for implementation of Environment Management Plan
Phase Component of EMP Mitigation measure Cost included in
the
contract(Yes/no/n
ot clear)
Cost in
Rupees (or Details
if provided
in contract)
Remarks
Design and
Development
Provision for
accidental leakages /
bursts in SPS
Proper drainage
arrangements to
prevent water
stagnation/ flooding in
SPS site area
Yes
(not specific but
included as a part
of associated
construction
activity)
NIL This is a part of Design Evaluation
Location of SPS Appropriate siting, and
enclosing within
building to reduce
noise and odour
nuisance to
surrounding area
Not Applicable NIL The proposed SPSs & IPS will be indoor
which will prevent noise and enclosed
nature and appropriate cleaning and
maintenance will prevent odor nuisance.
Odour control mechanisms will be provided
and periodic monitoring will be carried out.
Construction
Excavation, Cutting
and filling operations
Review of existing
infrastructure, shoring
trenches,
reinstatement/
resurfacing
Yes Included in
contract
The contract includes these activities.
Protection from
Flooding STP and
SPS
Garland drain to be
constructed
Yes Included in
contract
The contract includes these activities.
Damage public
utilities
Proper reviewing of
existing drawing s of
utilities, informing
Yes Included in
contract
The contract includes these activities.
153
Phase Component of EMP Mitigation measure Cost included in
the
contract(Yes/no/n
ot clear)
Cost in
Rupees (or Details
if provided
in contract)
Remarks
concern authorities and
reinstatement of public
utilities
Dust generation Water sprinkling on
excavated material to
suppress dust and
provision of top cover
when transported
through vehicles
No Water
tanker:
approx.
Rs.
5,42,880/-
According to DPR 116 Km stretch will be
completed in one and half years. This means
approximately 159 m will be covered per
day by 2 tankers daily.
2000L of water will be consumed for 192m
using sprinkler average 2 times a day
Labour Rs. 150/day Rs.
300/tanker+Rs150/labour = Rs. 450
Per meter cost = Rs. 450/192 = Rs 2.34/-
Total cost for 116 Km= Rs.
2, 71,440
Keeping a 2-day margin for construction
and reinstatement of the site 2x 2, 71,440=
Rs.5,42,880/-
Noise and vibrations Usage of sound
barriers or sheets.
No. Rs. =
3,13,956/-
As per the schedule, the construction has to
be executed in 18months For providing
sound barriers like GI sheets, 25Km out of
105Km of stretch of sensitive zones in
sewer work is considered assuming
excavation, construction and backfilling
activity will take place simultaneously at
different stretches.
Considering 302 GI sheet of 3‘x 8‘ would
cover 75m length (both sides) of
154
Phase Component of EMP Mitigation measure Cost included in
the
contract(Yes/no/n
ot clear)
Cost in
Rupees (or Details
if provided
in contract)
Remarks
construction activity daily. (1\50 sheets are
needed of for one side of 50 m stretch, so
for 2 sides 100 sheets and 2 more sheets to
enclose one open side of the barricading;
150 m is taken as a safer option as it will
not be possible to shift the barrier to another
site same day) Hence 102 sheets* Cost of
GI sheet Rs.1000 per sheet (Rs.70-100 per
Kg)* including labor cost for 25Kms = Rs.
3,13,956/-
Temporary flooding
or , water logging
Alternate traffic re-
routing, Ensuring
storage of excavated
soil material on the
higher lying areas
Yes Not required
Increased traffic
inconvenience
Traffic re-routing Yes Not required Part of safety signs
Safety hazards to
workers and residents
Putting Hard
barricading, metal
pole, night lighting and
demarcation cones.
No Rs. 3,750 Assuming a stretch of 13m per day, 50 rods
will be used, @ Rs. 75/- per rod. Putting
Hard barricading, metal pole, night lighting
and demarcation cones. (Provided in Bid
documents)
Labour camps
(if adopted)
Health hazards and
nuisance due to
absence of facility for
sanitation or solid
waste management
Sanitation No Cost of
construction
of pit and
toilet
building &
Total no. of labor is estimated assuming
35% of total project working for 18 months.
The labor camps will be a single camp for
the entire site, for appropriate management
and maintenance work. So per day each
155
Phase Component of EMP Mitigation measure Cost included in
the
contract(Yes/no/n
ot clear)
Cost in
Rupees (or Details
if provided
in contract)
Remarks
cleaning
apprx
Rs =
12,24,000
camp will have around 30 laborers
A toilet with septic tank is been suggested
for sanitation facility at labor camps. Septic
tank of capacity 10 m3 will be used. For 90
laborers 10m3 of total pit capacity would be
needed. Hence 6 pits will be needed. Cost of
one pit is Rs. 1, 20,000. Cost of 2 pits would
ne Rs. 7, 20,000/- For these 6 toilet
buildings of 3closets will be needed. Cost of
one toilet building is Rs. 80,000. So for
6toilets building total cost is Rs. 4, 80,000.
Therefore, total cost of toilet construction at
one camp site would be Rs 12,00,000/- For
constructing toilet at 6 camps expenditure
would be Rs. 1,00,000/-
Cleaning of pit cost Rs 4000/-. And after 9
months cleaning is needed so thrice
cleaning is needed. So for 6pits X 3 camps
X 3 times cleaning the cost will come as
Rs.24000/-
Water Supply No Not required The contractor will hire a residential
building to accommodate labour and hence,
this activity is not needed separately
Dust bins No Approximat
ely Rs.
2,000
Solid waste generation: Generally, about
200 grams of solid waste is generated per 5
persons every day. Hence two dustbins (one
156
Phase Component of EMP Mitigation measure Cost included in
the
contract(Yes/no/n
ot clear)
Cost in
Rupees (or Details
if provided
in contract)
Remarks
for biodegradable waste and one for non-
biodegradable waste of 1 cum size at the
rate of Rs. 2000/-) may handle solid waste
generated.
Total Cost 20,86,586
Social Management Plan during Construction & Operation
Construction Encroached Structure
(temperary structure
over road ROW)
Joint survey of PIU
and contractor has
been done on the basis
of sewer network
design. There is no
kiosk etc within RoW
which needs to be
permanently or
temporarily shifted.
Temporary approach/
ramp to roads=100.
Yes Included in
provisional
sum
Loss of Income
Livelihood
Joint survey of PIU
and contractor has
been done to assess
the exact number of
loss of income
livelihood due
excavation in narrow
lanes,the shops not get
accessible, on the
basis of final drawing
Not required NIL The network will be laid either in the center
of RoW or on one side of RoW (at a time).
Shifting of any vendor is not required in
case of laying in Center of RoW. In case,
the laying is required on one side of Road,
the affected vendor, if any, will be shifted
(for a period of 2 to 3 days) across the road
and hence, there will be no impact on the
income of the vendor.
157
Phase Component of EMP Mitigation measure Cost included in
the
contract(Yes/no/n
ot clear)
Cost in
Rupees (or Details
if provided
in contract)
Remarks
and design.
Tentative number of
small Trader to be
given livelihood
assistance (as per
entitlement matrix) =
NIL
Tentative number of
vendors to be given
livelihood assistance
(as per collectorate
rate) = Nil
Impacts to trees,
plants and standing
crops
Joint survey by PIU
and contractor has
been done and
assessed the exact loss
of trees/crops. No loss
of trees or crops is
observed at any work
site except 3 trees at
STP site.
yes Included in
contract
Scope of work of contractor includes
plantation of 500 trees
Unidentified Impacts Unforeseen impacts
encountered during
implementation will
be addressed in
accordance with the
principles of the
NA 10, 00,000
158
Phase Component of EMP Mitigation measure Cost included in
the
contract(Yes/no/n
ot clear)
Cost in
Rupees (or Details
if provided
in contract)
Remarks
policy
IEC activities Dissemination of
Project information
Consultation with
potentially affected
people
FGDs with likely
beneficiaries
Mobilisation for
encouraging
connection specially
among vulnerable
groups
MPUDC/
CDO(PIU)
as per
communicat
ion plan
under TA
Total SMP cost Rs. = 10,00,000
Total Cost EMP + SMP Rs. = 30,86,586
159
Table 9-4: Cost required for implementation of Environmental Monitoring Plan
Item Location Season Year Total no. of
samples
Unit Cost Total Cost
Environment Monitoring during Construction Stage
Air quality
Monitoring 2 (2 STP sites) 3 2 12 10,000.00 120,000.00
Noise / vibration 2 (same as above) 3 2 12 8,000.00 96,000.00
Soil analysis 2 (STPs and PSs) 2 2 8 5,500.00 66,000.00
Surface Water Quality 2 3 2 12 10,000.00 120,000.00
Effluent Monitoring STP outfall point Monthly 2 24 2,40,000.0 2,40,000
Sub total 642,000.00
Environment Monitoring Cost (Operation Stage)
Air quality
Monitoring
2 STP sites, all
pumping station sites 1 10 20 10,000.00 200,000.00
Noise / vibration 2 STP sites, all
pumping station sites 1 10 20 8,000.00 160,000.00
Soil analysis 2 STPS and PSs 2 10 40 5,500.00 220,000.00
Surface water
Quality( STP outfall
& receiving Water
body)
2 Monthly 10 240 10,000.00 2,400,000.00
Sludge Monitoring 1 Monthly 10 120 20,000.00 2,400,000.00
Sub-Total 56,20,000.00
Total for Environmental Monitoring 60,22,000.00
The total cost for implementing measures outlined in Environmental Management Plan and Environmental Monitoring Programme during
construction and operation phase is (Rs. 30.87 lakh + Rs. 60.222) Rs.91.09 lakh.
160
In case of Temporary impact on structures or loss of income due to construction activities if any is identified during implementation phase
same shall be accessed through joint verification between PIU, ULB and contractor representatives and shall be managed as per the ESMP.
The PIU and MPUDC shall monitor the implementation of ESMP and track indicators for IEC activities, grievance redressal, participation
of women, scheduled Tribes and other vulnerable people. Quarterly report shall be prepared
161
10. TRIBAL VULNERABILITY IDENTIFICATION AND ASSESSMENT
10.1. Distribution of Scheduled Tribes in Madhya Pradesh in Relation to India
The tribal population of Madhya Pradesh increased to 15,316,784 in 2011 from 12,233,474 in
2001.The decadal growth rate during this period is 25.20 percent. The trends in the population of
the Scheduled Tribes by residence (total, Rural and Urban) for Census Years 1961- 2011 shows
that the percentage of Scheduled Tribes Population in the Rural Areas (11.3 percent) much
higher that Urban Population (2.8 percent). In Madhya Pradesh certain areas have been declared
as scheduled area as Specified by the Scheduled Areas under the fifth Schedule of Indian
Constitutions2.The List of Tribal Communities in State of Madhya Pradesh as Provided by
Ministry of Tribal Affairs, Government of India and List of Schedule Areas in Madhya Pradesh
as Specified by the Scheduled Areas under the fifth Schedule of Indian Constitutions is given in
Annexure-IX and X respectively.
Shajapur Nagar Palika Parishad area does not falling under Scheduled V areas declared by
Government of India. Out of total population of Shajapur (69,263), SC Population (9714 Nos)
and ST Population (977 Nos) accounted for 14.02% and 1.66% respectively total population. The
Cumulative of total SCs and STs accounted for about 15.69% of the total Shajapur population.
10.2. Presence of Indigenous People.
The identification of Indigenous people in project area done on the basis of secondary
information:
1. Share of scheduled tribe population in project area as per census 2011 and
2. Declaration of scheduled V areas by Ministry of tribal welfare.
The Social Composition in Shajapur Town in the project area is given in the Table -10.1
Table 10-1: Social Composition in Shajapur Town
Social Composition Population Male Female % of population
SC 9,714 4,947 4,767 14.02
ST 977 497 480 1.66
Total 69,263 35,623 33,640 100
(Source: Census, 2011)
2Scheduled areas are autonomous areas within a state, administered federally, usually populated by a
predominant Scheduled Tribe.
162
10.3. Interview/Meetings
An enquiry was made with the officials /representatives of the Department dealing with the
social and economic welfare schemes for Tribal. Accordingly, information was gathered on
socioeconomic, religious and culture aspects of these communities. During discussions it was
revealed that tribal mainly migrate from rural to urban areas for their livelihood and for
education purposes. They do not reflect primitive characters (like living in groups, culture and
dialect). The key issues identified with relation to the Sewerage sub project and the measures
taken by the contractor while designing different components has already been discussed in
Chapter 7.
10.3.1. Conclusion
On the basis of social Impact screening, identification, consultations and as per characteristics
outlined in OP 4.10 indicated the identities and cultures of Indigenous peoples are inextricably
linked to the lands on which they live and the natural resources on which they depend. However,
both circumstances are not with ST people present in Shajapur town, on the basis of these
criteria, they are not categorized as Indigenous people. Hence policy OP 4.10 not triggered for
this sub-project.
163
11. CONCLUSION AND RECOMMENDATIONS
The Environmental and Social Assessment (ESA) Study has been carried out by Contractor in
compliance to his obligation under the contract. Public consultations were also done with the
community members who are likely to be benefitted or to be affected by the proposed Project in
compliance with the World Bank environmental policies and EIA Notification 2006.
Proposed sub-project for Shajapur town on the basis of environmental and social analysis
concludes that the project will have positive impact and benefits on the life and environment of
the people. As per environmental and social management framework guidelines of MPUDP,
Environmental and Social Assessment, with a Safeguard Management Plan was prepared for
addressing possible issues/ concerns arising from proposed project.
The sewerage network will provide improved environmental conditions due to the contained
handling of wastes, leading to improved public health conditions and will likely reduce the
average medical expenses of the residents in the project areas. Because of the sewer line
connection, all the wastewater will be collected and directed to treatment plant, which only after
treatment will be disposed off to the River or will be used for other purposes as guided by the
municipal council, hence decreasing the pollutant load in the River. Connection to sewer lines
will enhance the aesthetic value of the area, as there will be more cleanliness and no wastewater
discharge to open area. This will also lead to appreciation in the property value. This will
eventually lead to increase in standard of living of the people in the project site.
There are no environmentally sensitive areas (like forest, sanctuaries etc.) in or near sub-project
area. Also, there are no archaeological and historical protected areas/ sites within or near the
town. In Project area, no indigenous people are identified meeting the requirement of IPMF, so
no separate IPP is required. Hence the impact identified are mostly related to construction and
operation phase. However, a strategy for addressing concerns relating to tribal and vulnerable
groups has been identified and is to be applied during subproject implementation.
The subproject is unlikely to cause significant adverse impacts because: (i) most of the individual
components involve straightforward construction and operation, so impacts will be mainly
localized; (ii) in most cases the predicted impacts are likely to be associated with the
construction process and are produced because the process is invasive, involving excavation,
obstruction at specific construction locations, and earth movements; and (iii) being located
mainly in the already constructed facilities and built-up area will not cause direct impact on
terrestrial biodiversity values. The potential adverse impacts that are associated with design,
construction, and operation can be mitigated to standard levels without difficulty through proper
engineering design and the incorporation or application of recommended mitigation measures
and procedures.
164
ANNEXURES
Annexure-I: Screening Checklist of Shajapur Sewerage Project
Environmental Screening Checklist
Project Id:
Name of the ULB: Shajapur Nagar Palika Parishad
Project Location:
Country : India
State : Madhya Pradesh
District : Shajapur
Coordinates : 23.4273° N, 76.2730° E
Project Sector : Sewerage Scheme
Loan Source for Project : WORLD BANK
Project Components
# Components Details
1. Brief description of the project concept and
configuration
Providing Sewer Network for the entire town for treatment
of waste/Sewer water and using the same for beneficiary
of the locals.
2. Number of Project sites and Ancillary
components
STP- 2, IPS-5 Pipe Laying- Entire Town along the ROW,
Manholes- Entire Town
3. Details of Alignment and Component STP- I - 10.90MLD; Packaged STP- 0.35MLD
IPS -1 – 3.58 MLD, IPS-2 – 0.66MLD, IPS -3 – 3.87
MLD, IPS -4 – 1.40MLD, IPS -5 - 0.43MLD
Pipe Laying- Entire Town along the ROW (115.70Km),
Manholes- Entire Town (4120)
4. Location of the Project Sites & Current Use
(Provide information for all sites involved
in the project)
STP- I at Ward no. 8 near Badshah Pul; Packaged STP –
Ayodhya Basti; IPS -1 – Behind Rajeshwari Temple; IPS-
2 – Ward no.22 Mahupur Rapat, Dhan Madi; IPS -3 –ward
no. 03 Maliwada Masjid; IPS -4 – ward no. 01 Patidar
Colony; IPS -5- ward no. 03 Briks Kiln
Project Proximity to Environmental Sensitive Aspects
S.
No.
Components Yes No Details
5. Notified Protected Areas (National Parks/
Wildlife Sanctuaries, Eco-Sensitive Zones,
Biosphere Reserves, Ramsar Sites,
Mangrove forests, etc.)
√ No such area is involved
6. Important Bird Areas in India (Ref: Priority
sites for conservation, BNHS) √ No such area is involved
7.
Scheduled Areas
√
As per the Govt. of Madhya Pradesh
scheduled area declared list, project
does not fall under the schedule V.
8. State borders (overlapping resource sharing
such as Rivers, lakes, roads etc.)
√ No
165
9.
Hazard Prone Areas (Floods, Earthquakes,
Wind / Cyclones), Vulnerability Atlas of
India, BMTPC
√ No
10. Climate Change impacted area (water
intakes in CC affected Rivers, lakes), MP
State Climate Change Action Plan and
Other Sources
√ No
11. Critically polluted areas √ No
12. Land-use (Sensitive receptors hospitals,
residential areas, schools) √ No.
13. Pre-existing litigations concerning E&S
issues with the Project location or site √ No
14. Archeological Survey of India (ASI) sites √ No
15.
Socio-Cultural- Economic activities
(religious/heritage/ cultural sites, tourist
interests, etc.) √
Not specific Some of the local
importance religious spots and an old
fort (not ASI protected or listed in State
list) are present.
16. Defense installations, especially those of
security importance and sensitive to
pollution
√ No
17. Does the Project Involve the following?
18. Vegetation removal and Cutting of trees
√
Yes, vegetation at the sites of IPS and
STP are Present (3 trees at proposed
location of STP)
19. Potential Habitat fragmentation √ No
20. Quarrying, Mining or Resource Extraction √ No
21. Excessive Resource Consumption or Waste
Generation, Cutting and Filling of Earth √ No
22. Risk to Neighborhood Community Health √ No
23. Use / release of Hazardous Chemicals, toxic
materials √ No
24. Generation of Air Emissions, Wastewater,
Solid Wastes (including Hazardous Waste) √
No. (SBR technology is proposed for
Sewage Treatment Plant, which does
not generate any harmful air emissions)
25. Is the project design considering energy
conservation measures/ energy recovery
options? √
Yes, The Treated Wastewater Will be
used for different purposes like
Gardening etc.
26. Is the project considering waste
minimisation or waste reuse/recycle
options? √ Yes, Reuse of Wastewater
27. Has the project design considered RWH or
any other environmental enhancement
measure? √ Yes
28. Has the project design considered extreme
events, drought, flood, natural disasters? √
Yes, all the factors are considered under
the chances of these events
166
Social Screening Checklist
Name of the ULB : Shajapur Nagar Palika Parishad
Project Location : Shajapur
Country : India
State : Madhya Pradesh
District : Shajapur
Coordinates : 23.4273° N, 76.2730° E
Project Sector : Sewerage Scheme
Land Use, Resettlement, and/or Land Acquisition
S.
No
Components Yes No Details
1 Does the project involve acquisition of private
land? √ No, all are government lands
2 Alienation of any type of Government land
including that owned by Urban Local Body? √ Yes, for 2 STP and 4 IPS
3 Clearance of encroachment from
Government/ Urban Local body Land? √ Not required
4 Clearance of squatters/hawkers from
Government/ Urban Local Body Land? √
Yes, some squatters/hawkers will
be affected temporarily for a
limited period, particularly during
the construction activities.
5 Number of structures, both authorized and/or
unauthorized to be acquired/ cleared/ √
6 Number of households to be displaced? √ None
7
Details of village common properties to be
alienated Pasture Land (acres) Cremation/
burial ground and others specify?
√ None
8
Describe existing land uses on and around the
project area (e.g., community facilities,
agriculture, tourism, private property)?
Around the project area the main
land use used is for agricultural
purposes and for community
purposes
9
Will the project result in the permanent or
temporary loss of the following? Specify with
numbers, Crops, Fruit trees / coconut palms,
Petty Shops/ Kiosks, Vegetable / Fish / Meat
vending, Cycle repair shop, Garage, Tea
Stalls, Grazing Lands, etc.
√ No.
167
10 Loss of access to forest produce √ No
11
Is the project likely to provide local
employment opportunities, including
employment opportunities for women?
√ Yes, during the construction
activities.
12
Is the project being planned with sufficient
attention to local poverty alleviation
objectives?
√ Yes, indirectly
13
Is the project being designed with sufficient
local participation (including the participation
of women) in the planning, design, and
implementation process?
√ Yes (33,640 females as per 2011
census)
14 Population proposed to be benefitted by the
proposed project √
69,263 (Including floating
Population per day)
15 No. of Females proposed to be benefitted by
the proposed project √ Females of the entire town
16 Vulnerable households /population to be
benefitted √ Entire population
17 No. of BPL Families to be benefitted √ Entire population shall be
benefited including BPL
Are there socio-cultural groups present in or
use the subproject area who may be
considered as "tribes" (hill tribes, schedules
tribes, tribal peoples), "minorities" (ethnic or
national minorities), or "indigenous
communities" in the subproject area?
√ None
18
Are there national or local laws or policies as
well as anthropological researches/studies that
consider these groups present in or using the
subproject area as belonging to "ethnic
minorities", scheduled tribes, tribal peoples,
national minorities, or cultural communities?
√ None
19 Do such groups self-identify as being part of a
distinct social and cultural group? √
None
20
Do such groups maintain collective
attachments to distinct habitats or ancestral
territories and/or to the natural resources in
these habitats and territories?
√
None
21
Do such groups maintain cultural, economic,
social, and political institutions distinct from
the dominant society and culture?
√
None
168
22 Do such groups speak a distinct language or
dialect? √
None
23
Have such groups been historically, socially
and economically marginalized,
disempowered, excluded, and/or
discriminated against?
√
None
24
Are such groups represented as "Indigenous
Peoples" or as "ethnic minorities" or
"scheduled tribes" or "tribal populations" in
any formal decision-making bodies at the
national or local levels?
√
None
25 Will the subproject directly or indirectly
benefit or target Indigenous Peoples? √
None
26
Will the subproject directly or indirectly
affect Indigenous Peoples' traditional socio-
cultural and belief practices? (e.g., child-
rearing, health, education, arts, and
governance)?
√
None
27
Will the subproject affect the livelihood
systems of Indigenous Peoples? (e.g., food
production system, natural resource
management, crafts and trade, employment
status)?
√
None
28
Will the subproject be in an area (land or
territory) occupied, owned, or used by
Indigenous Peoples, and/or claimed as
ancestral domain?
√
None
169
Annexure-II: Ambient Air and Noise Quality Standards as per CPCB
170
Air Quality Standards as per CPCB
171
172
Annexure -III: Water and Sewerage Quality and River water quality Test Report
173
174
175
176
177
Annexure-IV: CPCB guidelines for treated Sewage
Comparison table of World Bank, CPCB and NGT guidelines
Pollutants Units Guideline
Value as per
WB Standard
Guideline Value as
per CPCB
Standard- 2017
(Adapted by MPUDC)
Recommended value
by NGT (30.04.2020)
pH pH 6-9 6.5-9 Not recommended
BOD Mg/l 30 10 Less than 10
COD Mg/l 125 50 Not recommended
Total Nitrogen Mg/l 10 10 Less than 10
Total Phosphorous Mg/l 2 2 Less than 2
Total Suspended Solids Mg/l 50 10 Less than 10
Total Coliform Bacteria MPN/100ml 400 <230 Less than 230
178
Annexure V: Air and Noise Quality Monitoring Reports
179
180
181
182
Annexure-VI: Khasra Details of Proposed Sewerage Subproject
Khasra Details of STP - 1
183
184
Khasra Details of Packaged STP
185
186
Khasra Map of IPS-I
187
Khasra Map of IPS-2
188
189
Khasra details of IPS-3 and IPS 4
190
Khasra Details of IPS -5
191
192
193
Annexure VII: Land Allotment letters for STPs and IPSs
194
195
Annexure-VIII: Photographs and details of Ward-wise Stakeholder Consultation
Place : Nagar Parishad
1 CMO :Mr. Sudheer
Singh
2 Mr. Manoj Girje (AE)
3 Vishal Babu Sharma
(SE)
4 JP Malviya
( Upadhyaksha Nagar
Nigam )
5 Kshitij Bhatt (
Adhyaksha Nagar
Nigam )
6 Amit Rajpurohit
7 Mahesh Chauhan
8 G.Malviya
9 Rajesh Tomar(
Parshad)
10 Akram( PArshad )
11 Sumit Rajpurohit( Env.
Team)
Ward No. 11 , 12 , 22 , 02
Ward 11 Ramkuvar bai
Mamtayadav
Jamuna Bai
Kamla Bai
Suresh Ji
196
Kamal
Sanjay Maheshwari
Sunil Pal
Sandip Sharma
Ramchand Ji
Mohammad A.
Ward 12 Bada Mohalla
SAlim Khan
Mohammed
ZAffar Khan
Akram Ali
Nazim
SAbir Pathan
Siddhiki khan
Anas Kha
Ward 22 DEvendra
Uma
Raj PAtidar
Abeer
197
Ward 02 Smt. Sugan Bai
Vansh
Prabhu Nagar
Rajesh
Kamal
Parveen Singh
Sunil Kumar
198
199
200
201
202
203
204
205
206
207
208
209
210
211
Annexure-IX: List of Tribal Communities in State of Madhya Pradesh as Provided by
Ministry of Tribal Affairs, Government of India
1. Agariya
2. Andh
3. Baiga
4. Bhaina
5. BhariaBhumia, BhuinharBhumia, Bhumiya, Bharia, Paliha, Pando
6. Bhattra
7. Bhil, Bhilala, Barela, Patelia
8. Bhil Mina
9. Bhunjia
10. Biar, Biyar
11. Binjhwar
12. Birhul, Birhor
13. Damor, Damaria
14. Dhanwar
15. Gadaba, Gadba
16. Gond; Arakh, Arrakh, Agaria, Asur, Badi Maria, Bada Maria, Bhatola, Bhimma, Bhuta,
Koilabhuta, Koliabhuti, Bhar, Bisonhorn Maria, Chota Maria, Dandami Maria, Dhuru, Dhurwa,
Dhoba, Dhulia, Dorla, Gaiki, Gatta, Gatti, Gaita, GondGowari, Hill Maria, Kandra, Kalanga,
Khatola, Koitar, Koya, Khirwar, Khirwara, Kucha Maria, Kuchaki Maria, Madia, Maria, Mana,
Mannewar, Moghya, Mogia, Monghya, Mudia, Muria, Nagarchi, Nagwanshi, Ojha, Raj,
SonjhariJhareka, Thatia, Thotya, Wade Maria, Vade Maria, Daroi
17. Halba, Halbi
18. Kamar
19. Karku
20. Kawar, Kanwar, Kaur, Cherwa, Rathia, Tanwar, Chattri
21. (Omitted)
22. Khairwar, Kondar
23. Kharia
24. Kondh, Khond, Kandh
25. Kol
26. Kolam
27. Korku, Bopchi, Mouasi, Nihal, NahulBondhi, Bondeya
28. Korwa, Kodaku
29. Majhi
30. Majhwar
212
31. Mawasi
32. Omitted
33. Munda
34. Nagesia, Nagasia
35. Oraon, Dhanka, Dhangad
36. Panika [in (i) Chhatarpur, Panna, Rewa, Satna, Shahdol, Umaria, Sidhi and Tikamgarh
districts, and (ii) Sevda and Datia tehsils of Datia district]
37. Pao
38. Pardhan, Pathari, Saroti
39. Omitted
40. Pardhi, Bahelia, Bahellia, Chita Pardhi, LangoliPardhi, PhansPardhi, Shikari, Takankar,
Takia In (i) Dharampuri, Mandla, Dindori and Seoni districts, (ii) Baihar Tahsil of Balaghat
District, (iii) Betul, Bhainsdehi and Shahpurtahsils of Betul district, (iv) Patan tahsil and Sihora
and Majholi blocks of Jabalpur district, (v) Katni (Murwara) and Vijaya Raghogarh tahsils and
Bahoriband and Dhemerkheda blocks of Katni district, (vi) Hoshangabad , Babai, Sohagpur,
Pipariya and Bankheditahsils and Kesla block of Hoshangabad district, (vii) Narsinghpur
district, and (viii) HarsudTahsil of Khandwa district]
41. Parja
42. Sahariya, Saharia, Seharia, Sehria, Sosia, Sor
43. Saonta, Saunta
44. Saur
45. Sawar, Sawara
46. Sonr
213
Annexure-X: List of Schedule Areas in Madhya Pradesh as Specified by the Scheduled
Areas under the fifth Schedule of Indian Constitutions
1. Jhabua district
2. Mandla district
3. Dindori district
4. Barwani district
5. Sardarpur, Dhar, Kukshi, Dharampuri, Gandhwani and Manawar tahsils in Dhar district
6. Bhagwanpura, Segaon, Bhikangaon, Jhirniya, Khargone and Meheshwar tahsils in Khargone
district
7. Khalwa Tribal Development Block of Harsud Tahsil and Khaknar Tribal Development Block
of Khaknar Tahsil in Khandwa district
8. Sailana and Bajnatahsils in Ratlam district
9. BetuTtahsil (excluding Betul Development Block) and Bhainsdehi and Shahpurtahsils in
Betul district
10. Lakhanadone, Ghansaur and Kuraitahsils in Seoni district
11. Baihartahsil in Balaghat district
12. Kesla Tribal Development Block of Itarsitahsil in Hoshangabad district
13. Pushparajgarh, Anuppur, Barhi, Kotma, Jaitpur, Sohagpur and Jaisinghnagartahsils of
Shahdol district
14. Pali Tribal Development Block in Pali tahsil of Umaria district
15. Kusmi Tribal Development Block in Kusmi tahsil of Sidhi district
16. Karahal Tribal Development Block in Karahal tahsil of Sheopur district
17. Tamia and Jamai tahsils, patwari circle Nos. 10 to 12 and 16 to 19, villages Siregaon Khurd
and Kirwari in patwari circle no. 09, villages Mainawari and Gaulie Parasia of patwari circle
No. 13 in Parasia tahsil, village Bamhani of Patwari circle No. 25 in Dharampuri tahsil, Harai
Tribal Development Block and patwari circle Nos. 28 to 36,41,43,44 and 45B in Amarwara
tahsil Bichhua tahsil and patwari circle Nos. 05,08,09,10,11 and 14 in Saunsar tahsil, Patwari
circle Nos. 01 to 11 and 13 to 26, and patwari circle no. 12 (excluding village Bhuli), village
Nandpur of patwari circle No. 27, villages Nikanth and Dhawdikhapa of patwari circle no 28 in
Pandurna tahsil of Dharampuri district.
214
Annexure XI: Carrying capacity of the Drain at proposed STP-2 site.
215
Annexure XII List of Sensitive Receptors of Shajapur Town
Ward
no.
Sr.
No
School/ College/Govt.
Hospitals/Marriage Garden
Ward name
1 1 Patel Marriage Garden Maharshi Arvind Ward
2 Enternal School
3 Navjyoti School
2 4 Gohil Hospital Pandit Prabhachand Sharma Ward
5 Dayanand College Ab Road
6 Saraswati Shishu Mandir
7 Saraswati Gyan Mandir
8 Navjagruti School
3 9 Vardan Hospital Subhash Chandra Bose Ward
10 Prinay Garden
11 Govt. School Nimvadi
12 Mastermind Public School
13 Achievers Public School
14 Shiv Sagar Public School
4 15 Arogya Health Care Doctor Jakir Husain Ward
16 Aashadeep Eye Hospital
17 Shree Krishna Garden
18 Manorama Garden
19 Govt. Middle School Mahupura
20 Gyan Ganga H.S. School
21 Swikriti H.S. School
22 Darul Arkam School
5 23 Emmanual Mission School Abdul Kalam Aazad Ward
7 24 Government Primary School Urdu Sardar Patel Ward
25 Government Middle School
8 26 Mes H.S. School Dr. Ambedkar Ward
27 Perfect Convent School
9 28 Adrash Malwa H.S. School Jawahar Ward
10 29 Saint Umar H.S. School Maharani Lakshmibai Ward
11 30 We Care H.S. School Pandit Balkrishna Navin Ward
31 Government Urdu School
32 Government Mahalaxmi School
33 Government School Telivada
12 34 Government Hospital Vivekananda Ward
35 Dr. Vimal Jain Nursing Home
36 Dr. R.C. Sharma Nursing Home
37 Saraswati Shishu Mandir
38 Government Primary School
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39 Government Excellence School N
40 Government Boys H S School No2
41 Cioma Public School
13 42 Patidar Nursing Home Chandmal Ram Ward
14 43 Bhartiy Vidhya Mandir Guru Nanak Dev Ward
44 Sanskar Public School
45 Limra Education Academy
15 49 Govt. Midll School Haraypura Jivaji Rao Ward
16 50 Happy Memorial H.S. School Mahatma Gandhi Ward
17 51 M.L.B. Girls School Kishorbhai Triwedi Ward
18 52 Govt. Girls College Kila Chitrgupt Ward
53 Govt. Toda Number - 1
19 54 Global Education Academy Shankar Rao Thakre
55 Unique Public School
20 56 Montessary Public School Pandit Chandrshekhar Bhatt Ward
21 57 Bhagirathi Vidhya Mandir Pandit Dindayal Upadhyay Ward
58 Vikramaditya Public School
22 59 Govt. Middle School Radha Swami Ward
60 Govt. Middle School Jyoti Nagar
61 Sandipani Gyanpith
62 Vidhya Velly Public School
63 Sarswati Shishu Mandir
64 Vidhya Sagar Public School
65 Bhartiya Vidhya Mandir
66 Sahaj Public School
67 Saint Umar Middle School
68 Govt. ITI Collage
69 Govt. Polytechnique College
23 70 Govt. Primary School Jyotinagar Kusha Bhau Thakare Ward
71 Govt. Middle School Jyotinagar
72 Govt. H.S. School Jyotinagar
73 Aman Garden
24 74 Malhar Marriage Garden Chimanlal Jain Ward
75 Vyash Hospital And Reserch Center
76 B.S.N. College A.B. Road
77 New Srajan School
78 Sarswati H.S. School
79 Cioma Public H.S. School
80 Govt. School Vighneshwar Nagar
81 Vidhya Bhawan Public School
25 82 M.G Convent School. Kishorbhai Trivedi Ward
217
Annexure XIII: Grievance Redressal Committee at Shajapur
218
219
Annexure XIV: Labourers Working and Camp Conditions Standards
Where a contractor provides accommodation for workers, the accommodation shall be
appropriate for its location and be clean, safe and, at a minimum, meet the basic needs of
workers. In particular, the provision of accommodation shall meet national legislation and
international good practice in relation, but not restricted, to the following:
- The practice for charging for accommodation; the provision of minimum amounts
of space for each worker;
- Provision of sanitary, laundry and cooking facilities and potable water;
- The location of accommodation in relation to the workplace;
- Any health, fire safety or other hazards or disturbances and local facilities;
- The provision of first aid and medical facilities;
- Heating and ventilation. Workers‘ freedom of movement to and from the employer-
provided accommodation shall not be unduly restricted.
Where the need to provide new workers ‗accommodation is identified, it is important to
consider how this will impact on the surrounding communities. This may be relevant both
to the construction phase of the camp (or other accommodation) and during its operation.
Risk identification and assessments specific to the workers ‗accommodation should be
undertaken as part of the Environmental and Social Impact Assessment and any related
development of an Environmental and Social Action Plan.
Housing provided to workers as part of the employment contract should meet certain
minimum specifications in respect of the nature and standard of the accommodation and
facilities to be made available. If housing is provided by the employer ―the fundamental
human rights of the workers, in particular freedom of association, should be recognized.‖
Arrangements where accommodation and communal services are provided as payment for
work should take care to ensure that the interests of the workers are protected. If rent is
charged, it should not cost the worker more than a reasonable proportion of his or her
income.
Planning and Assessing Requirements for Workers ‗Accommodation
A. Assessing the need for workers accommodation
Availability of work force
1. Assessment of workers‘ availability in the neighbouring communities should be carried
out.
2. There should be an assessment of the skills and competencies of the local work force
and how those skills and competencies fit the project needs.
3. Assessment of opportunities to train the local work force to fulfil the project‘s needs.
Availability of existing housing
1. Prior to building any workers ‗accommodation, a comprehensive assessment of the
local
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Housing market needs to be conducted and the different types of housing available in
the surrounding communities should be identified. For larger projects this assessment
should be conducted at the stage of the project‘s environmental and Social Impact
Assessment.
2. Assessment on communities of the impact of using existing housing opportunities.
3. Measures to mitigate adverse impacts on the local housing market have been identified
and included in the Environmental and Social Action Plan (ESAP) or other relevant
action plan.
Types of workers’ accommodation
4. Consideration has been given to provision of family accommodation.
5. To provide workers and their families ‗individual family accommodation comprises
bed rooms, sanitary and cooking facilities with an adequate level of privacy allowing
families to have a normal family life.
6. To provide nurseries, schools, clinics and recreational facilities for children, or to make
sure that those services are readily available in the surrounding communities and of
good quality
7. When arrangements for family accommodations are in place:
(a) Families are provided with individual accommodation comprising bedroom, sanitary
and cooking facilities
(b) Adequate nursery/school facilities are provided
(c) Special attention is paid to providing adequate safety for children.
Standards for and Management of Workers Accommodation
A. Standards for workers’ accommodation
Sitting and construction Conditions
1. The housing and related community facilities should be of d urable
construction, taking into account local conditions, such as liability
to earthquakes.
2. The location of workers housing should ensure that workers are not affected by air
pollution, surface run-off for sewage or other wastes
The contractors must ensure that the labour camps should not be established near the
protected monuments, protected areas and water bodies etc.
General living facilities
(d) Living facilities are located to avoid flooding and other natural hazards.
(e) Where possible, living facilities are located within areas on able distance from the
worksite
(f) Transport from the living facilities to work site is safe and free.
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(g) The living facilities are built with adequate materials kept in good repair and kept
clean and free from rubbish and other refuse.
(h) A minimum degree of privacy both between individual persons with in the
house hold and for the members of the house hold against undue disturbance
by external factors
Room / dormitory facilities
1. Rooms / dormitories are kept in good condition.
2. Rooms / dormitories are aired and cleaned at regular intervals.
3. Rooms / dormitories are built with easily cleanable flooring material.
4. Sanitary facilities are located within the same buildings and provided separately for men
and women.
5. In workers sleeping rooms the floor area should not be less than 7.5 square
meters in rooms accommodating two persons; 11.5 square meters in rooms
accommodating three persons; or 14.5 square meters in rooms accommodating
four persons.
6. If a room accommodates more than four persons, the floor area should be at
least 3.6 square metres per person. Room should indicate the permitted number
of occupants.
7. Density standards are expressed either in terms of minimal volume per resident or of
minimal floor space. Usual standards range from10 to12.5 cubic metres (volume) or 4 to
5.5 square meters (surface).
8. A minimum ceiling height of 2.10 meters is provided.
9. In collective rooms, which are minimized, in order to provide workers with
some privacy, only a reasonable number of workers are allowed to share the
same
10. Room Standards range from 2 to 8 workers. Separate bed for each worker;
11. Adequate headroom, providing full and free movement, of not less than 203
centimetres.
12. The minimum inside dimensions of a sleeping space should be at least 198
centimetres by 80 centimetres
13. All doors and windows should be lockable, and provided with mosquito screens where
conditions warrant.
14. There should be mobile partitions or curtains to ensure privacy.
15. Separate accommodation of the sexes;
16. Adequate natural light during the day-time and adequate artificial light;
17. Every resident is provided with adequate furniture such as a table, a chair, a mirror
and a bedside light and ventilated clothes locker which can be locked by the
occupant to ensure privacy;
18. Separate sleeping areas are provided for men and women, except in family
accommodation.
19. As far as practicable, sleeping rooms should be arranged so that shifts are
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Separated and that no workers working during the day share a room with
workers on night shifts.
20. Irrespective of whether workers are supposed to keep their facilities clean, it is the
responsibility of the accommodation manager to ensure that rooms / dormitories and
sanitary facilities are in good condition.
21. Common dining rooms, canteens or mess rooms, located away from the
Sleeping areas;
22. Appropriate protection against heat, cold, damp, noise, fire, and disease-
carrying animals, and, in particular, insects.
23. Facilities for the storage of personal belongings for workers are provided.
Standards vary from providing an individual cup board for each worker to
providing 475 –litre big lockers and 1 meter of shelf unit.
24. Separate storage for work boots and other person a protection equipment, as
well as drying / airing areas may need to be provided depending on conditions.
Bed arrangements and storage facilities
1. A separate bed for each worker is provided. The practice of ―hot-bedding‖ should be
Avoided.
2. Bedding materials should be reasonably comfortable;
3. Bedding and bed frame materials should be designed to deter vermin;
4. Beds should not be arranged in tiers of more than two;
5. There is a minimum space between beds of 1 metro.
6. Double deck bunks are not advisable for fire safety and hygiene reasons, and their use is
minimized. Where they are used, there must be enough clear space between the lower
and upper bunk of the bed. Standards range from to 0.7 to 1.10 meters.
7. Triple deck bunks are prohibited.
8. Each worker is provided with a comfortable mattress, pillow, cover and clean bedding.
9. Bed linen is washed frequently and applied with repellents and disinfectants where
conditions warrant (malaria).
10. Facilities for the storage of personal belongings for workers are provided. Standards
vary from providing an individual cup board for each worker to provide 475-litre big
lockers and 1meter of shelf unit.
11. Separate storage for work boots and other personal protection equipment, as well as
drying/airing areas may need to be provided depending on conditions.
Sanitary and toilet facilities
1. Sanitary and toilet facilities are constructed of materials that are easily cleanable.
2. Sanitary and toilet facilities are cleaned frequently and kept in working condition.
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3. Sanitary and toilet facilities are designed to provide workers with adequate privacy,
including ceiling to floor partitions and lockable doors.
4. Sanitary and toilet facilities are not shared between men and women, except in family
accommodation.
5. Adequate sanitary facilities should include a minimum of one toilet, one wash basin
and one tub or shower for every six persons.
6. They should be provided at a convenient location which prevents nuisances.
7. Sanitary facilities provided should meet minimum standards of health and hygiene.
Toilet facilities
1. An adequate number of toilets is provided to workers. Standards range from 1unit to 15
Persons to 1 unit per 6 persons. For urinals, usual standards are 1unit to15 persons.
2. Toilet facilities are conveniently located and easily accessible. Standards range from
30 to 60 meters from rooms / dormitories. Toilet rooms shall be located so as to be
accessible without any individual passing through any sleeping room. In addition, all
toilet rooms should be well-lit, have good ventilation or external windows, have
sufficient hand wash basins and be conveniently located. Toilets and other sanitary
facilities should be (―must be‖ in cold climates) in the same building as rooms and
dormitories.
Showers / bathrooms and other sanitary facilities
3. Shower / bathroom flooring is made of anti-slip hard washable materials.
4. An adequate number of hand wash facilities are provided to workers. Standards range
from 1 unit to each 15 persons to 1 unit per 6 workers. Hand wash facilities should
consist of a tap and a basin, soap and hygienic means of drying hands.
5. An adequate number of shower / bathroom facilities is provided to workers. Standards
range from1unit to15 persons to 1unit per 6 persons.
6. Showers / bathrooms are conveniently located.
7. Shower / bathroom facilities are provided with an adequate supply of cold and hot
running water.
Canteen, cooking and laundry facilities
1 Canteen, cooking and laundry facilities are built in adequate and easy to clean
materials.
2 Canteen, cooking and laundry facilities are kept in a clean and Hygienic condition.
3 If workers can cook their own meals, kitchen space is provided separate from sleeping
areas.
4 Cooking gas and other inflammables should be kept in a safe conditions and it should
be away from sleeping area.
Laundry facilities
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1. Adequate facilities for washing and drying clothes are provided. Standards range from
providing sinks or tubs with hot and cold water, cleaning soap and drying lines to
providing washing machines and dryers.
2. When work clothes are used in contact with dangerous substance (for
example, application of pesticide), special laundry facilities (washing
machines) should be provided.
Canteen and cooking facilities
1. Canteens have areas on able amount of space per worker. Standards range from 1
square meter to1.5 square meters.
2. Canteens are adequately furnished. Standards range from providing tables, benches,
individual drinking cups and plates to providing special drinking fountains.
3. Places for food preparation are designed to permit good food hygiene practices,
including protection against contamination between and during food preparation.
4. Kitchens are provided with facilities to maintain adequate personal hygiene including a
sufficient number of wash basins designated for cleaning hands with clean, running
water and materials for hygienic drying.
5. Wall surfaces adjacent to cooking areas are made of fire-resistant materials. Food
Preparation tables are also equipped with a smooth durable washable surface. Lastly, in
order to enable easy cleaning, it is good practice that stoves are not sealed against a
wall, benches and fixtures are not built in to the floor, and all cup boards and other
fixtures and all walls and ceilings have a smooth durable washable surface.
6. All kitchen floors, ceiling and wall surfaces adjacent to or above food preparation and
cooking areas are built using durable, non-absorbent, easily cleanable, non-toxic
materials.
7. Wall surfaces adjacent to cooking areas are made of fire – resistant materials. Food
preparation tables are equipped with a smooth, durable, easily cleanable non-corrosive
surface made of non-toxic materials. Lastly, in order to enable easy cleaning, it is good
practice that stoves are not sealed against a wall, benches and fixtures are not built in to
the floor, and all cup boards and other fixtures have a smooth, durable and washable
surface.
8. Adequate facilities for cleaning, disinfecting and storage of cooking utensils and
equipment are provided.
9. Food waste and other refuse are to be adequately deposited in sealable containers and
removed from the kitchen frequently to avoid accumulation.
Heating, air conditioning, ventilation and light
(i) For facilities located in hot weather zones, adequate ventilation and / or air conditioning
systems are provided.
(j) Both natural and artificial lighting are provided and maintained in living facilities. It is
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best practice that the window area represents not less than 5% to 10% of the floor area.
Emergency lighting is provided.
Drainage
(a) The building site is adequately drained to avoid the accumulation of stagnant water.
Water
(a) Access to an adequate and convenient supply of free pot able water is always
available to workers. Depending on climate, weather conditions and accommodation
standards, 80 to 180 litres per person per day are available.
(b) Drinking water meets national / local or WHO drinking water standards.
(c) All tanks used for the storage of drinking water are constructed and covered as to
prevent water stored there inform becoming polluted or contaminated.
Wastewater and solid waste
(a) Wastewater, sewage, food and any other waste materials are adequately discharged, in
compliance with local or World Bank standards–whichever is more stringent–and
without causing any significant impacts on camp residents, the bio physical
environment or surrounding communities.
(b) Specific containers for rubbish collection are provided and emptied on a regular basis.
Standard as range from providing an adequate number of rubbish containers to
providing leak proof, non-absorbent, rust and corrosion-resistant containers protected
from insects and rodents. In addition it is best practice to locate rubbish containers 30
metres from each shelter on a wooden, metal, or concrete stand. Such containers must
be emptied at regular intervals (to be determined based on temperatures and volumes
generated) to avoid un pleasant odours associated with decaying organic materials.
(c) Pest extermination, vector control and disinfection are carried out throughout the
living facilities in compliance with local requirements and /or good practice. Where
warranted, pest and vector monitoring should be performed on a regular basis.
Health and safety
1. As far as possible, floors walls, ceilings and equipment should be constructed to
minimize health risks.
2. The accommodations should be kept free of rats, mice, insects and vermin.
3. In areas where mosquitoes are prevalent, workers should be provided netting.
4. Separate facilities should be provided for sick workers to prevent the spread of
transmissible diseases among the occupants.
5. Fire safety measures should be taken, including installing and maintaining fire
equipment (alarms, extinguishers, etc.).
6. Workers should be trained in fire procedures.
7. Bedding should not contain flammable materials.
8. Radiators and other heating apparatus should be placed in shielded area so as to
avoid risk of fire,
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9. Safety exits should be clearly marked. Adequate means of escape should be provided
and properly maintained
10. Provisions should be made for workers ‗physical safety and well-being, and protection
of their belongings.
11. Measures should be reasonable and not unduly restrict workers ‗freedom of
movement.
12. Workers should be allowed visits for social relations or business, including trade
union business
Standards for nutrition and food safety
1. The WHO keys to safer food or an equivalent process should be implemented (keep
clean; Separate raw and cooked; cook thoroughly; keep food at safe temperatures; and
uses after water and raw materials).
2. Food provided to workers contains an appropriate level of nutritional value and takes
into account religious/cultural backgrounds; different choices of food are served if
workers have different cultural/religious backgrounds.
3. Food is prepared by cooks. It is an l so best practice that meals are planned by a
trained nutritionist.
Medical facilities First aid facilities
1. A number of first aid kits adequate to the number of residents are available.
2. First Aid kits are adequately stocked. Where possible a 24/7 first aid service/facility
is available.
3. An adequate number of staff/workers are trained to provide first aid.
4. Where possible and depending on the medical infrastructures existing in the
community, other medical facilities are provided (nurse rooms, dental care, and minor
surgery).
What should be in a first aid kit?
(k) There is no standard list and it very much depends on the assessment of the needs in a
particular work place:
A leaf let giving general guidance on first aid, for example HSE leaf let Basic advice
on first aid at work
Plasters in a variety of different sizes and shapes
small, medium and large sterile gauze dressings (six medium-sized (approximately
12 cmx 12cm) individually wrapped sterile on medicated wound dressings, two large
(approximately 18 cm x18cm)sterile Individually wrapped non medicated wound
dressings)
at least two sterile eye dressings
triangular bandages
crêpe rolled bandages
six safety pins
One pair disposable sterile gloves
tweezers
scissors
227
alcohol-free cleansing wipes
sticky tape
thermometer (preferably digital)
skin rash cream, such as hydro cortisone or calendula
cream or spray to relieve insect bites and stings
anti-septic cream
pain killers such as paracetamol (or infant paracetamol for children), aspirin (not to
be given to children under 16), or ibuprofen
cough medicine
antitheist amine tablets
distilled water for cleaning wounds
eye wash and eye bath
What should be kept in the first aid room?
(l) The room should contain essential first aid facilities and equipment. Typical examples
of these are:
A sink with hot and cold running water
Drinking water and disposable cups
Soap and paper towels
A store for first aid materials
foot-operated refuse containers, lined with disposable yellow clinical waste bags
or a container for the safe disposal of clinical waste
a couch with water proof protection, clean pillows and blankets
a chair
a telephone or other communication equipment
A record book for recording incidents where first aid has been given.
Leisure, social and telecommunication facilities
1. Basic collective social / rest spaces are provided to workers. Standards range from
providing workers multipurpose halls to providing designated areas for radio, TV,
cinema & Recreational facilities.
2. Workers are provided with dedicated places for religious observance if the context
warrants.
3. Workers have access to public phones at affordable / public prices (that is, not in
flatted).
B. Managing workers ’accommodation
Management and staff
1. There are management plans and policies especially in the field of health and safety
(with emergency responses), security, workers‘ rights, relationships with the
communities.
2. An appointed person with the adequate background and experience is in charge of
managing the workers ‗accommodation.
228
3. If contractors are being used, there are clear contractual management responsibilities
and monitoring and reporting requirements.
4. Depending on the size of the accommodation, there is a sufficient number of staff in
charge of cleaning, cooking and of general maintenance.
5. Staff members have received basic health and safety training.
6. Person‘s in charge of the kitchen are trained in nutrition and food-handling and
adequately supervised.
Charging fees for accommodation and services
1. When fees are charged, workers are provided with clear information and a detailed
Description of all payments made such as rent, deposit and other fees.
2. When company housing is considered to be part of workers‘ wages, it is best practice
that workers are provided with an employment contract clearly specifying housing
arrangements and regulations, in particular rules concerning payments and fees,
facilities and services offered and rules of notice.
3. When fees are charged, the renting arrangements are fair and do not cost the worker
more than a small proportion of income and never include as speculative profit.
4. Food and other services are free or are reasonably priced, never above the local
market price.
5. The provision of accommodation or other services by employers as a payment for
work is prohibited.
Health and safety on site
1. Health and safety management plans including electrical, mechanical, and structural
and food safety have been carefully designed and are implemented.
2. The person in charge of managing the accommodation has a specific duty to report to
the health authorities the outbreak of any contagious diseases, food poisoning and
other important casualties.
3. An adequate number of staff / workers are trained to provide first aid.
4. A specific fire safety plan is prepared, including training of fire wardens, periodic
testing and monitoring of fire safety equipment and periodic drills.
5. Guidance on the detrimental effects of the abuse of alcohol and drugs and other
potentially harmful substances and the risk and concerns relating to HIV/AIDS and of
other health risk- related activities is provided to workers. It is best practice to develop
a clear policy on this issue.
6. Workers have access to adequate preventive measures such as contraception (condoms
in particular) and mosquito nets.
7. Workers have easy access to medical facilities and medical staff. Where possible,
female doctors / nurses should be available for female workers.
8. Emergency plans on health and fire safety are prepared. Depending on the local
context, additional emergency plans are prepared as needed to handle specific
occurrences (earthquakes, floods, tornadoes).
Security of workers’ accommodation
1. A security plan including clear measures, policies to protect workers against theft and
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attack should be carefully designed and implemented.
2. Security staffs have been checked to ensure that they have not been implicated in any
previous crimes or abuses. Where appropriate, security staffs from both genders are
recruited.
3. Security staffs have a clear mandate and have received clear instruction about their
duties And responsibilities, in particular their duties not to harass, intimidate,
discipline or discriminate against workers.
4. Security staffs have received adequate training in dealing with domestic violence and
the use of force.
5. Security staffs have a good understanding about the importance of respecting workers‘
rights and the rights of the communities.
6. Body searches are only allowed in specific circumstances and are performed by
specially trained security staff using the least-intrusive means possible. Pat down
searches on female workers can only be performed by female security staff.
7. Security staff adopts an appropriate conduct towards workers and communities.
8. Workers and members of the surrounding communities have specific means to raise
concerns about security arrangement and staff.
Workers ‘rights, rules and regulations on workers’ accommodation
1. Restriction of workers‘ freedom of movement to and from the site is limited and duly
justified. It is good practice to provide workers 24/7 access to the accommodation site.
Any restrictions based on security reasons should be balanced by the necessity to
respect workers‘ freedom of movement.
2. Where possible, an adequate transport system to surrounding communities is
provided. It is good practice to provide workers with free transportation to and
from local communities.
3. With holding workers‘ ID papers is prohibited.
4. Freedom of association is expressly respected. Provisions restricting workers‘ rights
on site should take into account the direct and indirect effect on workers‘ freedom of
association. It is best practice to provide trade union representatives‘ access to
workers in the accommodation site.
5. Workers ‗gender and religious, cultural and social backgrounds are respected. In
particular, workers should be provided with the possibility of celebrating religious
holidays and observances.
6. Workers are made aware of their rights and obligations and are provided with a copy
of the internal workers‘ accommodation rules, procedures and sanction mechanisms in
a language or through a media which they understand.
7. Housing regulations, including those relating to allocation of housing, should be non-
discriminatory. Any justifiable discriminatory rules–for example all-male
dormitories– should be strictly limited to the rules which are necessary to ensure the
smooth running of the worker camp and to maintain a good relationship with the
surrounding communities.
8. Where possible, visitor access should be allowed.
230
Annexure XV: Letter of CMO for HFL
231
Annexure XVI : MoM of GRC Meeting Held on 9.3.2020
232
233
Annexure XVII: Consent/Permission required in the project
S.No. Particulars Applied
Date
Consent
Received Date
Remark
1 MPPCB (CTE &
CTO for SPS /STP)
02.12.2019
2 PWD 13.11.2019 01 location
3 MPRDC 13.11.2019 Submission of required
documents is under
process for 2 crossings of
MPRDC
4 MPRRDA 12.02.2020
5 MPEB 13.11.2019
6 Water Resource
Dept. (WRD) for
intake well
13.11.2019 22.11.2019 Received
7 WRD for canal
crossing
13.11.2019 04 locations
8 ULB for tree
cutting
To be applied
9 ULB (to establish
labour Camps)
To be applied
234
Permission from PWD
235
990
236
Permission from MPRDC
237
Permission from Water Resource Department
238
Permission from Electrical Department
239
Permission from MPRRDA
240
Annexure XVIII : Action Plan for Greenbelt development
As per CPCB for absorption of gases Plant should have following parameters (Ref
Guidelines for Developing Greenbelts by CPCB)
Tolerance towards pollutants in question, at concentration, that are not too high to be
instantaneously lethal.
a) Longer duration of foliage.
b) Freely exposed foliage through.
c) An adequate height of crown.
d) Openness of foliage in canopy.
e) Big leaves (long and laminar surfaces).
f) Large number of stomata lapertures
g) Stomata well exposed (in level with the general
epidermal surface). Possible generating gasses in
STP area (Aerobic treatment)
a) Chlorine (Cl) – Leaks in chlorine storage tank, hydro choric acid mist.
b) Hydrogen Sulphide (H2S) – Decay and decomposition of organic
wastes, dumps sewage etc.
c) Carbon Oxide (CO & CO2) – Organic respiration
Smith (1981) has given estimated absorption of gaseous pollutants by dry soil
and vegetative surfaces to emphasize relative differences in their efficiencies to
remove pollutants. He also assesses pollutants removal efficiency of a ‗Model
Forest Hectare‘ developed by US EPA in which composition of plants are as
follows.
S. No. Description
1 Area allocated
Along the boundary 930m2 (310m × 3m)
Along the road 160m2 (80m × 2m)
2 No of Plants to be planted
Along the boundary 56 trees and 124 shrubs
Along the road 15 trees
3 Plantation schedule
construction phase- Along the
boundary
56 trees and 124 shrubs
Operation phase- Along the road
and open spaces
15 trees
4 Manpower Requirement Horticulturist-1 , Gardner1
241
Name of Plant Species Height Canopy-
Architecture
efficiency
Dust
Collecting Index
Air
Pollution
tolerance Azadirachta indica –
Neem Tree
Tall Semi-erect Fair Medium
Polyalthia longitolia - Ashok tree
Tall Erect Moderate Medium
Tectona grandis- Teak
Tree Tall Erect Moderate Medium
Bauhinia Purpurea- Kachnar tree
Medium Semi-erect Good Medium
Butea monosperma- Palash tree
Medium Semi-erect Good Low
Cassia fistula – Amaltas
Tree
Medium Round Fair High
Thespesia populnea - Pipal tree
Medium Round Moderate Medium
Acacia Arabica - Acacia
Tree Dwarf Round Good Medium
Diospyros embryo Pteris Dwarf Round Moderate High
Thevetia nerifolia - Kaner
Tree Dwarf Round Fair Low
Royal Poinciana-
Gulmohar Tree
Dwarf Semi-erect Good
mangifera indica- Mango
Tree
Medium Semi-erect Good Medium
Estimate for Capital Cost for Green belt development (As per Central Public work department
Schedule of rates analysis of rates and specifications Horticulture and Landscaping 2016)
Item
No
Description
Quantity Amount
1 Digging holes in ordinary soil and refilling the same with the
excavated earth mixed with manure or sludge in the ratio of 2:1 by
volume (2 parts of stacked volume of earth after reduction by 20%
: 1 part of stacked volume of manure after reduction by 8%)
flooding with water, dressing including removal of rubbish and
surplus earth, if any, with all leads and lifts: 2.14.1 Holes 1.2 m dia
and 1.2 m deep
195 46166.25
2 Supplying and stacking sludge at site including royalty and
carriage up to 5 km complete (sludge measured in stacks will be
reduced by 8% for payment).
195 45932.25
3 Supply and stacking of plant of height 150- 165 cm. in big poly
bags of size 25 cm.
195 9750
4 Spreading of sludge, dump manure and/or good earth in required
thickness
195 6035.25
5 Complete maintenance of shrubs
(Outside garden features), jobs like making of basin at
regular interval i/c watering, weeding, pruning & application of
fertilizer etc,
195 216450
324333.75
242
Annexure XIX: Sludge Management Plan (SMP) For Shajapur Sewerage Project
Table of Contents Definitions
1. INTRODUCTION
1.1 Background
1.2 Objectives
1.3 Legislation
1.4 Environment, Health and Safety aspects
2. SLUDGE PRODUCTION
3. SLUDGE COLLECTION, HANDLING & DEWATERING
4. TESTING OF SLUDGE
5. TRANSPORTATION & DISPOSAL OF SLUDGE
Annexure – A
Annexure – B
Annexure – C
243
Abbreviations
ABS Area Based System
AD Anaerobic Digestion
ADS Air Density Separator / De-stoner
AFR Alternative Fuels and Raw material
ALM Advanced Locality Management
BFB Bubbling Fluidized Bed
BIS Bureau of Indian Standards
BOD Biochemical Oxygen Demand
C&D Construction & Demolition
CA Contract Agreement
CBG Compressed Biogas
CBOs Community Based Organizations
CE Combustion Efficiency
CFB Circulating Fluidized Bed
CMO Chief Municipal Officer
CNG Compressed Natural Gas
COD Chemical Oxygen Demand
CPCB Central Pollution Control Board
CPHEEO Central Public Health and Environmental Engineering Organization
CSTR Continuously Stirred Tank Reactor
D2D Door-to-door
DBO Design-Build-Operate
DC Drain Cleaning
DI Ductile Iron
DPR Detailed Project Report
DRANCO Dry Anaerobic Composting
DRE Destruction Removal Efficiency
DWCC Dry Waste Collection Centers
EIA Environment Impact Assessment
EM Effective Micro Organisms
EMP Environmental Management Plan
EPTRI Environment Protection Training and Research Institute
ESI Employees‘ State Insurance
ESHS Environment, Social, Health & Safety
ESP Electrostatic Precipitator
ETP Effluent Treatment Plant EU European Union
FAQ Frequently Asked Question
FCA Full Cost Accounting
FCO Fertilizer Control Order
FRP Fiber Reinforced Plastic
GHG Green House Gas
GIS Geographic Information System
244
GoI Government of India
GoMP Government of Madhya Pradesh
GPS Global Positioning System
GSB Granular Sub Base
GSI Geologic Survey of India
HAPs Hazardous Air Pollutants
HDPE High-Density Polyethylene
HH Households
HRT Hydraulic Retention Time
HUDCO Housing and Urban Development Corporation
IARI Indian Agricultural Research Institute
ICT Information and Communication Technology
IEC Information, Education and Communication
KPI Key Performance Indicators
LCS Leachate Collection System
LCV Light Commercial Vehicle
M&E Monitoring & Evaluation
MIS Management Information System
MoEF&CC Ministry of Environment and Forests & Climate Change
MoUD Ministry of Urban Development
MPPCB Madhya Pradesh Pollution Control Board
MPUDC Madhya Pradesh Urban Development Company
MPUDP Madhya Pradesh Urban Development Project
MRF Material Recovery Facility
MSW (M&H) Municipal Solid Waste (Management and Handling)
MSWMP Municipal Solid Waste Management Plan
NCV Net Calorific Value
O&M Operation and Maintenance
PPE Personal Protection Equipment
SBR Sequential Batch Reactor
SLB Service Level Benchmark
SLF Sanitary Landfill Facility
STP Sewage Treatment Plant
245
Definitions
i. "anaerobic digestion" means a controlled process involving microbial decomposition
of organic matter in the absence of oxygen;
ii. "authorization" means the consent given by the Board or Committee to the "operator of
a facility";
iii. "biodegradable subs t ance‖ means a substance that can be degraded by micro-
organisms;
iv. "bio-methanation" means a process which entails enzymatic decomposition of the
organic matter by microbial action to produce methane rich biogas;
v. "collection" means lifting and removal of solid wastes from collection points or any
other location.
vi. "composting" means a controlled process involving microbial decomposition of organic
matter;
vii. "demolition and construction waste" means wastes from building materials debris and
rubble resulting from construction, re-modelling, repair and demolition operation;
viii. "disposal" means final disposal of municipal solid wastes in terms of the specified
measures to prevent contamination of ground-water, surface water and ambient air
quality;
ix. "Form" means a Form appended to these rules;
x. "generator of wastes" means persons or establishments generating municipal solid
wastes;
xi. "land filling" means disposal of residual solid wastes on land in a facility designed with
protective measures against pollution of ground water, surface water and air fugitive
dust, wind-blown litter, bad odour, fire hazard, bird menace, pests or rodents,
greenhouse gas emissions, slope instability and erosion;
xii. "leachate" means liquid that seeps through solid wastes or other medium and has
extracts of dissolved or suspended material from it;
xiii. "lysimeter" is a device used to measure rate of movement of water through or from a
soil layer or is used to collect percolated water for quality analysis;
xiv. "municipal authority‖ means Municipal Corporation, Municipality, Nagar
Palika, Nagar Nigam, Nagar Panchayat, Municipal Council including notified area
committee (NAC) or any other local body constituted under the relevant statutes and,
where the management and handling of municipal solid waste is entrusted to such
agency;
xv. "municipal solid waste" includes commercial and residential wastes generated in a
municipal or notified areas in either solid or semi-solid form excluding industrial
hazardous wastes but including treated bio-medical wastes;
xvi. "operator of a facility" means a person who owns or operates a facility for collection,
segregation, storage, transportation, processing and disposal of municipal solid wastes
and also includes any other agency appointed as such by the municipal authority for the
management and handling of municipal solid wastes in the respective areas;
xvii. "palletization" means a process whereby pellets are prepared which are small cubes or
cylindrical pieces made out of solid wastes and includes fuel pellets which are also
246
referred as refuse derived fuel;
xviii. "processing" means the process by which solid wastes are transformed into new or
recycled products;
xix. "recycling‖ means the process of transforming segregated solid wastes into raw
materials for producing new products, which may or may not be similar to the original
products;
xxi. "segregation" means to separate the municipal solid wastes into the groups of organic,
inorganic, recyclables and hazardous wastes;
xxii. "State Board or the Committee" means the State Pollution Control Board of a State, or
as the case may be, the Pollution Control Committee of a Union territory;
xxiii. "storage" means the temporary containment of municipal solid wastes in a manner so
as to prevent littering, attraction to vectors, stray animals and excessive foul odour;
xxiv. "transportation " means conveyance of municipal solid wastes from place to place
hygienically through specially designed transport system so as to prevent foul odour,
littering, unsightly conditions and accessibility to vectors;
xxv. "vadose water" water which occurs between the ground, surface and the water table that
is the unsaturated zone;
xxvi. "vermicomposting" is a process of using earthworms for conversion of biodegradable
wastes into compost.
247
1. INTRODUCTION
The management of sewage sludge in an economically and environmentally acceptable
manner is one of the critical issues facing modern society, due to the very fast increase in sludge
production. Sludge is the residual, semi-solid material that is produced as a by-product
during sewage treatment of municipal wastewater. When fresh sewage or wastewater enters a
primary settling tank, approximately 50% of the suspended solid matter will settle out in an
hour and a half. This collection of solids is known as raw sludge or primary solids and is said
to be "fresh" before anaerobic processes become active. The sludge will become putrescent in
a short time once anaerobic bacteria take over, and must be removed from the sedimentation
tank before this happens.
This is accomplished in one of two ways. Most commonly the fresh sludge is
continuously extracted from the bottom of a hopper shaped tank by mechanical scrapers and
passed to separate sludge digestion tanks. In some treatment plants an Imhoff tank is used
where sludge settles through a slot to the lower story or digestion chamber where it
is decomposed by anaerobic bacteria, resulting in liquefaction and reduced volume of the
sludge.
Secondary treatment process also generates a sludge largely composed of bacteria and
protozoa with entrained fine solids and this is removed by settlement in secondary settlement
tanks. Both sludge streams are typically combined and are processed by anaerobic or aerobic
treatment process at either high temperature or at ambient temperature. After digesting for an
extended period, the result is called "digested" sludge and may be disposed of by drying and
then landfilling. The amount of sewage sludge produced is proportional to the amount and
concentration of wastewater treated, and it also depends on the type of wastewater treatment
process used. It can be expressed as kg dry solids per cubic meter of wastewater treated.
1.1 Background
Shajapur is a district headquarter and a city among the important cities of Western
Madhya Pradesh. It is situated 60 Km from Dewas on National Highway No. 3 (Agra-Mumbai
Road), 180 km from Bhopal – the State Capital in the south East and 95 km from Indore in the
south West. Shajapur geographically lies at Latitudes 23o25‖ North and Longitude 75o25‖ East
& 435 meters above mean Sea Level. The city is situated on the banks of Chillar River. The
proposed project is under MPUDP which is funded by the World Bank under MPUDC limited.
The project has been designed as de-centralized system, dividing the whole town into
two Sewage Treatment Plants (STPs). Intermediate pumping is provided in some region
wherever essential for the economics of the design of proposed sewerage system. For sewage
collection, the entire area under the Municipal Boundary, after considering various options
based on the topography and physical barriers (river Chillar and railway line divide the town
248
into two parts), has been divided into two zones: 1.) smaller zone with packaged STP of
capacity 0.35 MLD; and 2.) Main Township with STP of capacity 10.90 MLD. Total length of
the proposed sewer network is 115687 m and 4180 manholes are proposed to be constructed
under the said project.
1.2 Objectives
• To ensure proper storage and disposal of sludge.
• To avoid environmental harm and human health interference.
• To ensure all statutory and regulatory norms are followed.
• Disposal of sludge through legal procedure.
1.3 Legislation
Indian waste management policy is based mainly on the Solid Waste Management Rules,
2016. It is obligatory on the part of all the Municipal Authorities/ULBs to arrange for
collection, segregation, transportation and suitable disposal of municipal wastes of the
municipal towns/cities.
Manual on Municipal Solid Waste Management – 2016: It provides decision makers with
guidance on the key issues of MSW management and promotes understanding of challenges
and opportunities thereby guiding them in initiating necessary processes to achieve the goals.
The manual provides guidance primarily to the senior management, financial and technical
heads of department at ULB level, health officers, technical staff and private operators.
Providing a detailed design of requirements on planning framework, adoption of several
operating mechanisms and appropriate technologies for all aspects of MSWM. The manual
also discusses the management of domestic hazardous waste including special waste steams
which get mixed with municipal solid waste but need to be treated separately. Also, it is
comprising of national rules and guidelines, international practices on waste minimization,
detailed designs of compost plant and landfill, covering guidelines for the operational staff,
private operators, experts and training institutes for facilitating informed decisions.
1.4 Environment, Health and Safety aspects
Epidemiological studies have shown that a high percentage of workers who handle
refuse, and of individuals who live near or on disposal sites, are infected with gastrointestinal
parasites, worms and related organisms. Contamination of this kind is likely at all points where
waste is handled.
Although it is known that vector insects and rodents can transmit various pathogenic
agents (amoebic and bacillary dysentery, typhoid fever, salmonellosis, various parasites,
cholera, yellow fever, plague and others), it is often difficult to trace the effects of such
transmission to a specific population. During the last decade of the 19th century as well as
249
during the 5 initial years of 20th century, millions of people died due to Bubonic Plague in
India, which had linkages to poor management of Solid Waste. More recently a study by the
US Public Health Service has demonstrated the relationship of 22 human diseases to improper
solid waste management.
Most development activities are expected to have a beneficial effect on human health by
increasing the resources available for food, education, employment, water supply, sanitation
and health services. Proper management of waste should have minimum effects on
environment and health impacts.
In order to minimise adverse impact on the environment due to various activities involved
in sludge management. The various mitigation measures to be adopted during collection and
disposal of wastes are as follows:
• It is preferable that the container used for collection of waste will be of closed type so that
the waste is not exposed and thus the possibility of spreading of disease through files and
mosquitoes is minimised.
• Collection system will be properly supervised so that quick and regular removal of waste
from the dustbin is practiced.
• The workers directly involved in collection and disposal activities will be provided with
goggles, gum boots, hand gloves, mask, etc.
• Soil cover will be applied over the compacted sludge at the disposal site. The cover will
prevent breeding of disease vectors and escape of gases of decomposition; minimise
leaching, suppress foul odour, and provide better aesthetics.
• Regular monitoring of carbon monoxide, methane and hydrogen sulphide will be carried
out to check the emissions of such pollutants.
• Open burning of sludge cake & other waste will be completely discouraged.
• Piped water supply should be provided at the site for sprinkling of water to keep down the
dust and for fire-fighting.
• Continuous monitoring of ground water quality adjoining the disposal site should be
carried out.
• The surface water run-off should be collected and safely treated and disposed off. This will
prevent accumulation of water and avoid breeding of flies & mosquitoes.
• Leachate collection and treatment system should be provided at the source.
• Necessary first aid facilities will be provided to the working staff.
In case of occurrence of any accidental event during collection, segregation, storage,
processing, treatment and disposal facility or disposal site or during the transportation of such
wastes, as per the MSW (M & H) Rules 2000, reporting of the such accident will be done
according to the form attached as annexure C. Other aspects of Environment, Health and Safety
are already covered in the ESHS plan of Shajapur Sewerage Scheme.
250
2. SLUDGE PRODUCTION
The solid by-products of sewage treatment are classified as sewage wastes. They are
mostly organic and derive from the treatment of organic sludge from both the raw and treated
sewage. The inorganic fraction of raw sewage such as grit is separated at the preliminary stage
of treatment, but because it entrains putrescible organic matter which may contain pathogens,
must be buried/disposed off without delay. The bulk of treated, dewatered sludge is useful as
a soil conditioner but invariably its use for this purpose is uneconomical.
The Sewage will be treated through following steps using Sequential Batch Reactor
technology:
1. Stilling Chamber- Raw sewage collected into stilling chamber from where it shall be
taken into downstream fine screen. At stilling chamber velocity of incoming sewage is
reduced.
2. Fine Screening – Mechanical and manual fine screens will be provided to screen out
floating and oversized material more than 6mm like plastic, debris, weeds, cloths etc.
Fine screen shall be placed in inclined position and clogged material drop into wheel
barrow and send for further disposal.
3. De-Gritting – Mechanical grit channel removes grit and small inorganic particulate
matters of specific gravity 2.65 and particle size above 150 microns. The separated grit
will be collected properly and send for disposal.
4. SBR Process: - Primarily treated sewage will be then fed into SBR basin. Treatment
mode is in batch reactor mode. The complete biological cycle divided into cycle. Basic
cycle comprises of, 1) Fill Aeration, 2) Settling, 3) Decanting. These phases in a
sequence constitute a cycle, which is then repeated.
5. Chlorination System- Treated sewage will be collected in chlorination tank where
treated sewage will be disinfected with calculated dose of disinfectant.
6. Sludge handling System- Centrifuging system is used for sludge dewatering. The
dewatering polyelectrolyte will be added in calculated dosing rate for dewatering of
sludge.
The tentative quantity of sludge produced is 312.59 m3/day having 83% sludge
consistency. The tentative quantity of dried sludge (sludge cake) produced will be 11.89m3/day.
The detailed calculation of tentative sludge production by 11.10 MLD is mentioned in the
annexure A of this document.
251
3. SLUDGE COLLECTION, HANDLING & DEWATERING
The surplus sludge from SBR process basin is withdrawn through sludge withdrawal
system. Further sludge is collected in sludge sump. The sludge then pumped to solid bowl
centrifuge for dewatering. The centrifuge pump shall be of positive displacement type screw
pump.
The dewatering polyelectrolyte dosed to centrifuge feed. Sludge dewatering separates
sludge into liquid and solid components for waste minimization. It is important to note that
dewatering is not intended to treat the sludge or liquid, it only separates the solid and liquid
components so that it is easier and more cost-effective to handle the separate phases for final
disposal. The sludge from centrifuge collected in the form of wet cake and dispose off through
legal procedure and the procedure mentioned in the contract agreement.
Sludge in the form of wet cake withdrawn from centrifuge and will be collected send to
the sludge drying beds as well as sludge storage yard. The sludge collection bed will be
designed with capacity to accumulate the sludge for seven days. The tentative quantity of the
sludge produced is 11.89m3/day, therefore the total sludge collected in a week will be 83.23m3.
the provision for 100 m3 is provided at the STP-1 location. The sludge will be collected on
bed which is made up of the Original Land material. As the sludge will not have water
content, the sludge collection bed will not be facilitated with leachate/filtrate collection.
4. TESTING OF SLUDGE
The physical and chemical characteristic of sludge will be checked in the Laboratory
accredited by National Accreditation Board for Testing and Calibration Laboratories (NABL),
which will be intimated to the client before starting of operational phase and records will be
maintained. The sludge parameters to be checked once at the operational phase of sewage
treatment plant are:
Sr. No Parameter
1 Moisture
2 pH
3 Conductivity
4 Cation Exchange capacity
5 Calcium (Ca)
6 Magnesium (Mg)
7 Sodium (Na)
8 Potassium (K)
9 Phosphorous
10 Nitrogen
11 Organic Carbon
252
12 Organic Matter
13 Mercury (Hg)
14 Arsenic (As)
15 Cadmium (Cd)
16 Chromium (Cr)
17 Lead (Pb)
18 Microbiological
In order to ensure safe implementation of the disposal procedure, the specification
mentioned in the MSW (M & H) Rules 2000 shall be followed.
5. TRANSPORTATION & DISPOSAL OF SLUDGE
The effective optimization of a sewage sludge treatment and disposal system requires
correct planning of the operations linking the treatment steps to those of disposal/use, i.e.
storage and transportation. transport by truck is the most widespread method used. The most
significant advantages are relatively low investment costs and a high degree of flexibility.
Rerouting and alteration of collection points are also easily arranged. Drawbacks are possible
leakage and odour/dust emission.
The dewatered sludge will be transported to the trenching ground on regular basis. The
sludge will be covered properly and covering aid to avoid contamination of sludge with
surrounding environment during transportation. The transportation of sludge will be in
authorized vehicle. The vehicle driver will be well trained with the precautions to be taken in
case of accidental release of sludge while transportation. The route for transporting sludge to
the disposal site is shown in the figure below.
Figure 1: Route for sludge disposal from STP-1 to Trenching Ground
253
The digested dry sludge will be transported on every seventh day to trenching ground
which is nearly 750m from the STP -1. The route of STP-1 to the Trenching Ground is far from the
densely populated area and approach road is clear from traffic most of the time. The digested
sludge will be transported to the trenching ground and village Bhilwadiya having Khasra no
1110/10/1 and 672/min-2 & 673/min-2 respectively. The letter of CMO for allotment of land for
sludge disposal is enclosed as annexure B of this document. The disposal land is owned by the
Shajapur Nagar Palika Parishad.
Sludge subjected to disposal shall be compacted in thin layers using compactors to achieve
high density. It shall be covered immediately or at the end of each working day with minimum 10
cm of soil, inert debris or construction material till such time waste processing facilities for
composting or recycling or energy recovery are set up. Prior to the commencement of monsoon
season, an intermediate cover of 40- 65 cm thickness of soil shall be placed on the disposal site
with proper compaction and grading to prevent infiltration during monsoon. Proper drainage
berms shall be constructed to divert run-off away from the active cell of the disposal site. After
completion, a final cover shall be designed to minimize infiltration and erosion. The final cover
shall meet the following specifications, namely:
a. The final cover shall have a barrier soil layer comprising of 60 cm of clay or
amended soil with permeability coefficient less than 1 x 10-7 cm/sec.
b. On top of the barrier soil layer there shall be a drainage layer of 15 cm.
c. On top of the drainage layer there shall be a vegetative layer of 45 cm to support
natural plant growth and to minimize erosion.
254
Annexure – A
Calculation of Sludge Production
Total flow (Both STP) 11.25 MLD
Total flow 11250000 l/day
BOD Inlet 220 mg/l
BOD Outlet 10 mg/l
BOD Removed 210 mg/l
Sludge Generated 2362500000 mg/day
Sludge Generated 2362.5 Kg/day
Specific Sludge Yield 0.97 Kg/Kg of BOD Removed
Sludge produced 2292 Kg/day
Chemical Sludge produced 46 Kg/day
Total Sludge produced 2338 Kg/day
Sludge consistency at centrifuge inlet 0.008 0.5-1% (As per CPHEEO Manual
Chapter 6 page (6-2)
Sludge consistency (Volume of Excess Sludge) 292.2 Cum/day
Solid Concentration of Dewatered Sludge 0.200 (95% efficiency for solid capture)
Solid Concentration in excess sludge 10.678 Cum/day
Volume of Sludge generated from Sludge
thickener/Cake 10.678 Cum/day
Volume of Sludge generated per year 3897.31163 Cum
Volume of Sludge generated in 20 year 77946.2326 Cum
Total area available in land fill site 7 Ha
Total area available in land fill site 70000 Sqm
Height of land fill site required 1.11351761 m
As per the above calculations, it is found that land is sufficient to accumulate the sludge in
the sludge disposal site.
255
Annexure – B CMO letter for allotment of site for sludge disposal
256
Annexure XX CMO Shajapur letter regarding Water supply connection and work
257
258
259
Annexure XXI CMO Shajapur letter regarding availability of land for IPS
260
261
262
263
264
265
Annexure XXII : SOPs to respond COVID-19
266
267
268
269
270
271
272
273
274
275
Annexure XXIII : COVID-19 response Checklist
Monitoring format to capture the data from worksite with respect to COVID 19
Sr. No. Particulars
1 Week/ Duration
2 Worksite /location / office
3 Total no of maximum availability of labour during the week (No.)
4 Total no of maximum availability of company staff during the week (No.)
5 Total Engaged man power including your company officials (No.)
6 Labour absence for more than 5 days from work (No.)
7 Medical insurance with coverage of COVID-19 (no. of labour covered, please provide
details)- sheet may be attach if required
8 Case reported with Fever/Cough/Shortness of breath (no.)/ other COVID 19 Symptoms
like Fatigueless etc. (No.)
9 Pre-existing medical conditions (like asthma, diabetes, heart disease) (No.)
10 Case reported with other illness / sickness symptoms (No.)
11 Cases hospitalized (No.)
12 Referral system developed with hospital/nearby medical facility
13 Cases recovered (No.)
14 Cases Deceased (No. if any)
15 No. of training conducted on infection prevention & Social distancing maintained at site,
camp and office (enclose evidence as pics)
16 No. of posters/banners installed at site/office regarding awareness of COVID 19
17 Available Space in the Labour shelter (sq. meter)
18 Separate shelter / Room‘s provided for labour who has initial symptoms of COIVD 19
(yes/no, if yeas please provide details with evidence)
19 Wash stations (No.)
20 Availability of Mask (N95 or FFP2) (No.)
21 Distributed Mask to the labour/staff (No.)
22 Separate shelter / Room‘s available for female workers (yes/no)
23 Availability of toilet and Wash area with running water in tab (No.)
24 Sanitizer and soap availability at various appropriate place
25 Remarks, if any
Signature
Prepared by: Checked By: Recommended & forward by
Project Manager Project Manager Team Leader
Contractor PIU PMC, Bhopal
Date:
276
Monitoring format to capture the data from worksite w.r.t. COVID 19
Name of Project: City: ……………………Construction company: -
……………………………
s.no Infection prevention practice w.r.t. COVID 19 /Tasks/
Activates
Timeline
/frequency
Monitoring
responsibility
/frequency
1. Conduct safety meetings by phone or using digital platforms Weekly PIU &PMC
Monthly basis
2.
E-learning program / Onsite site Training for all staff and labour in
the symptoms of COVID-19, how it is spread and how to protect
themselves. Train on correct use and disposal of personal
protective equipment (PPE), including gloves, gowns, facemasks,
eye protection and respirators (if available) and check that they
understand
Fort-nightly ,,
3. Access to the worksite will be limited to only those necessary for
the work.
Regular
/daily ,,
4. All visitors will be pre-screened to ensure they are not exhibiting
symptoms
Regular
/daily ,,
5.
If found symptoms like Fever/Cough/Shortness of breath (no.)/
other COVID 19 Symptoms like Fatigueless etc. (to self-isolate or
not)
,,
6. Provide protective equipment (PPE) to labour /project staff
assigned cleaning/disinfecting tasks ,, ,,
7. Provide hand sanitizer and maintain Safety Data Sheets of all
disinfectants used on site. ,, ,,
8.
Maintaining good hygiene: wash hands with handwash or soap
and water for at least 20 seconds., use alcohol-based hand rub with
at least 60% alcohol.
,, ,,
9. Provide & ensure the use of proper PPE including mask (N95 or
FFP2) among all team members and labour ,, ,,
10. Ensure sufficient tools for everyone use to avoid sharing tools
with co-workers. If not, disinfect before and after each use. ,, ,,
11. Ensuring sufficient no of portable job site toilets which are to be
cleaned at least twice per week and disinfected on the inside ,, ,,
12. Remarks, if any
Signature
Prepared by: Checked By: Recommended & forward by
Project Manager Project Manager Team Leader
Contractor PIU PMC, Bhopal
Date:
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Annexure XXIV: Grievance Redressal Format
(To be completed by the concerned PIU/ Contractor)
Name of town & Package No.
Project Name
Name of Project Manager & Concerned PIU
Name of Contractor & his Project Manager
Name of Complainant & his status (citizen/
official of ULB or any other organization/
others)
Number (given in the register) of the
complaint
Nature of Complaint (Safety issue/ utility
breakage/ accident/ quality related/
restoration/ damage to structure / others)
Date of Complaint
Date of Complaint informed to contractor
time required/ given to contractor for
resolution (in case of safety &/or accidents,
the time given shall be immediate but not
exceeding 5 hours)
Complaint attended Date of Start
Action Taken
Date of closing of
complaint
Whether the complaint is attended in time Yes / No
If the complaint is not attended in time,
whether the complainant was informed. If
yes, when and how. If not, why
Signature of the contractor‘s representative
Reconciliation from the complainant Date
Reconciliation Done by
(Name)
Statement of aggrieved
(Satisfied / Not Satisfied)
Name & Signature of PMC representative
Name & Signature of PIU representative
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Annexure XXV : Labour Management Procedures
1. INTRODUCTION
The Labour Management Procedures (LMP) is developed to manage and mitigate potential risks
under the Madhya Pradesh Urban Development Project, funded by the World Bank. The LMP sets
out the Project‘s approach to meeting state and central government requirements as well as the
objectives of the World Bank‘s Environmental and Social Framework.
2. OVERVIEW OF LABOUR USE ON THE SUB PROJECT CHINDWARA
Number of Project Workers: Maximum total number of 100 labour is to be engaged in a day at all
project sites combined including Sewerage Treatment Plant, IPS and sewerage network.
Characteristics of Project labour: Labour Management Plan and procedure applies to all project
workers, weather full time/ Part time, temporary, seasonal or migrant workers. Given the nature of
the project workforce (mostly semiskilled construction labour) and characteristics of the labour
force market in MP, it is likely that the workforce, especially the lower-skilled workers, are
predominantly male. The majority of Labour are locally hired with the exception of a few skilled
workers. Provisions are made for training and Capacity development and hire as many as possible
from local communities where the activities are taking place.
Timing of Labour Requirements: The workers will generally be required full time for the project
duration. Civil Works contract workers will be as per the requirement . Duration of the engagement
of labour will be based on the duration of respective sub-components of the project or full project
tenure.
3. ASSESSMENT OF KEY POTENTIAL LABOUR RISKS
Potential Labour Risks:
Labour risks associated with contracted workers at subproject level: Subprojects is being
implemented by M/S P. Das Infrastructure and most contracted workers are being hired locally.
All contractors are having written agreement for subletting the activities in line with objective of
MP UDP .
Occupational Health and Safety (OHS) risks are low to moderate in the Sewerage Treatment
Plant, and Underground Drainage of Shajapur. Since the majority of contracted workers are
unskilled and untrained local population, however, risk remains that some incidence may occur that
lead to injuries.
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Employment risks: Workers are being hired by the contractor, either directly as project staff or
indirectly as part of contracts with Consultants or service providers. The practice shows that civil
works subcontractors do practice a Labour contract with a lump-sum payment for a certain type of
service or scope of work.
(Remark: Detailed guidelines on OHS are being enclosed as annexure XXVI of C-ESA report)
4. BRIEF OVERVIEW OF NATIONAL LEGISLATION
Following acts are applicable:-
• Minimum Wages Act 1948
• Payment of Wages Act, 1936
• The Payment of Bonus Act 1965
• Employees provident fund Act 1952
• The Workman Compensation Act, 1923
• Inter-State Migrant Workmen (Regulation of Employment and Conditions of
Service) Act, 1979
• MP Building and other constriction workers Act (Regulation of Employment and Conditions of
Service) 1996.
• Sexual Harassment of women at workplace Act, 2013
• Child Labour (Prohibition and regulation) Act,1986
• The contract Labour (regulation and Abolition) Act, 1970
Remark: The Chapter no. 3rd
of C-ESA may be referred for more detail information regarding the
labour laws and policies applicable in the project.
5. RESPONSIBLE STAFF
Project Manager of Contractor‘s Team are accountable and responsible for all the workers
associated with the project. Social and Environmental specialists of Contractor, Project Manager
of Project Implementation Unit and Team of Project Management Consultants are jointly
responsible for the following:
• Implement this labour management procedure.
• Ensure that civil works contractors comply with these labour management procedures, and also
prepare occupational health and safety plans before mobilizing to the field.
• Ensure the contracts with the contractors are developed in line with the provisions of this LMP
and the project‘s ESMF/ESMP.
• Monitor contractors and subcontractors‘ implementation of labour management procedures.
• Monitor compliance with occupational health and safety standards at all workplaces in line with
state and National government labour legislation.
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• Monitor and implement training on LMP and OHS for project workers.
• Ensure that the grievance redress mechanism for project workers is established and
implemented and that workers are informed of its purpose and how to use it.
• Have a system for regular monitoring and reporting on labour and occupational safety and
health performance.
• Occupational health and safety (OHS), Training of workers (Tool Box Etc.) are being dealt by
Health and safety officer /Environmental of contractor.
6. POLICIES AND PROCEDURES
• As specified in the labour Code, employment of project workers is based on the principles of
non- discrimination and equal opportunity. There will be no discrimination with respect to any
aspects of the employment relationship, including recruitment, compensation, working
conditions and terms of employment, access to training, promotion or termination of
employment. The following measures are being followed by contractors and implement and
monitored by the PIU‘s & PMC Social Safeguards Specialists, to ensure fair treatment of all
labour (may refer Annexure XXXI)
• Recruitment procedures will be transparent, public and non-discriminatory, and open with
respect to ethnicity, religion, sexuality, disability or gender.
• Applications for employment will only be considered if submitted via the official application
procedures established by the contractors.
• Clear job descriptions will be provided in advance of recruitment and will explain the skills
required for each post.
• All workers will have written contracts describing terms and conditions of work and will have
the contents explained to them. Workers will sign the employment contract.
• Unskilled labour will be preferentially recruited from the surrounding communities.
• The contracted workers will not be required to pay any hiring fees. If any hiring fees are to be
incurred, these will be paid by the Employer.
• Depending on the origin of the employer and employee, employment terms and conditions will
be communicated in two languages, in the state language and the language that is
understandable to both parties.
• In addition to written documentation, an oral explanation of conditions and terms of
employment will be provided to workers who may have difficulty understanding the
documentation.
• All workers will be 18 years old or above for civil works.
• Work hours are set 8 hours a day, 48 hours a week, with a weekly rest day for engaged labour.
7. AGE OF EMPLOYMENT
• Contractor will ensure that no construction workers under 18 years are employed.
• Contractors will be required to verify and identify the age of all workers through proper
documentary evidence. The penalty procedure is being followed if underage workers are found
working on the project
8. TERMS AND CONDITIONS
• The employment terms and conditions applying to contractor‘s team members are being set out
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in this document. These internal labour rules will apply to all who are assigned to work on the
project.
• Labour wages, hours and other applied provisions are as per the standard labour law and
policies. Work hours are set 8 hours a day, 48 hours a week, with a weekly rest day for engaged
labour.
9. GRIEVANCE MECHANISM
• A grievance mechanism is a procedure that provides a clear and transparent framework for
addressing grievances related to the recruitment process and in the workplace. This typically
takes the form of an internal procedure for complaints as well as external process, followed by
consideration and management response and feedback system.
• A common grievance mechanism (GM) is already developed by MPUDC for stakeholders
including all types of workers to raise workplace concerns. GM is accessible to all labour,
worker, employees and community through various means (written, telephone, fax, social
media and online through CM Helpline etc). Grievance logbook is maintained in site office.
10. CONTRACTOR MANAGEMENT
• Construction and other contracts include provisions related to labour and occupational health
and safety as provided in the World Bank Standard Documents and state/Central Government
Legislation.
• Contractor will manage and monitor the performance of contractors in relation to contracted
workers, focusing on compliance by contractors with their contractual agreements (obligations,
representations, and warranties) and labour management procedures. This includes inspections,
and/or spot checks of project locations and work sites as well as of labour management records
and reports compiled by contractors. Contractors‘ labour management records are being
maintained by contractor and reviewed and monitored by PIU and PMC.
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Annexure XXVI :Guidelines for the Management of Environmental, Health and Safety in the
Project construction sites
Background
Madhya Pradesh is geographically the second largest, fifth populous, and eighth most
urbanized state in India. Rapid urbanization in MP has seen sprouting of new urban
settlements across the state, more often close to existing cities. To respond to the challenges
of urbanization, State government undertook an ambitious program with the support of
World Bank called Madhya Pradesh Urban Development Programme (MPUDP). This
program focused on accessing urban sector central schemes, and setting-up three state
missions to respond to the needs of towns not covered under the central schemes. Madhya
Pradesh Urban Development Company (MPUDC) is implementing the MPUDP in the state.
Construction work can be particularly hazardous. Personal protective equipment, fire safety,
electrical safety, confined space entry, emergency preparedness, biological safety, chemical
safety, hazardous waste disposal, vehicle safety and other precautions are essential for safe
construction work.
In this context, the project monitoring unit of MPUDP decided to develop a detailed
guideline to ensure the quality standards for effective management of environment, Health
and Safety issues in the implementation of world bank supported MPUDP All Construction
Companies working in projects are responsible for implementing the guidelines in their
respective projects.
These guidelines are not intended to be a step‐by‐step procedure for each activity. It is a
guideline document that outlines general activities, procedures, and requirements for all the
projects throughout the construction phase of the sub projects. These procedures must
always be read and implemented in conjunction with the related Contract Conditions. The
construction works shall be undertaken in accordance with Environmental, Health and
Safety guidelines under the World Bank supported subproject.
The guidelines are organized are as follows;
1. Personal Protective Equipment’s
Personal Protective Equipment (PPE) provides additional protection to workers exposed to
workplace hazards in conjunction with other facility controls and safety systems. The contractor
shall provide required PPEs to workmen to protect against safety and/or health hazards. Primarily
PPEs are required for the following protection:
Head Protection (Safety helmets)
Foot Protection (Safety footwear, Gumboot, etc.)
Body Protection (High visibility clothing (waistcoat/jacket), Apron, etc.)
Personal fall protection (Full body harness, Rope‐gap fall arrester, etc.)
Eye Protection (Goggles, Welders glasses, etc.)
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Hand Protection (Gloves, Finger coats, etc.)
Respiratory Protection. (Nose mask, SCBAs, etc.)
Hearing Protection (Ear plugs, Ear muffs, etc.)
Site EHS officer should be maintained record of issue and replacement PPE.
Store in charge must maintain 10 % extra PPE of total requirement available in the store.
To employee and workers must issue the PPEs without any charge. Workers/Sub-
contractor should deposit the PPE after completion of their work or no longer use.
EHS officer should train workers for the use of PPE.
PPE compliances should be checked during routine inspection, Safety audit etc.
Safety shoes and helmet are mandatory PPE during construction work. All employees
must wear helmet and safety shoes in all construction project area. No one should be
permitted to enter the site without helmet and safety shoes.
Occasional visitors should be provided helmet from security main gate during
construction project round. Safety shoes cannot be insisted upon for such occasional
visitors who are on construction project round. Normal shoes can be considered adequate
for such occasional visitors.
Safety helmets should be worn with chin straps in accordance with the following color
code:
All Site-based personnel and visitors to Site must ensure that suitable PPE is worn at all
times while on the construction site. Additional PPE must be kept an appropriate to the
location.
Proper maintenance of PPE, including cleaning when dirty and replacement when
damaged or worn out. Proper use of PPE should be part of the recurrent training
programs for employees
2. Health and Safety
All the contractor must prepare Environmental, Health and Safety Plan for their
respective project construction site under World Bank Project.
Smoking and eating should be prohibited throughout the workplace except in designated
areas.
Adequate internal and external lighting should be provided by all Contractors at all
workspaces.
All portable electrical equipment should not exceed 220 volts with effective Safety Trip
system excluding portable welding sets.
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Only qualified electrician is authorized for any electrical connection, disconnection and
maintenance work.
Instructions given on safety signs must be adhered to at all times.
Safety sign, Posters and barricades should not be replaced or remove without permission
from the EHS officer/ nominated person for EHS.
Fire extinguishers must not be removed from their designated places except for
extinguishing. Location of fire extinguisher must be clearly marked and known to all.
Any person working on or near operational plant or equipment must be competent and
trained in such work.
Do not allow to touch any hazardous chemicals or unknown item at site except
concerned person.
Work place should be kept neat & clean. Wastage/Debris should be collected at
identified areas after the completion of work on daily basis.
Access should be free from any obstruction at site.
Only authorized person should be allowed to sit along with driver on the machinery (if
required).
During heavy rain, improper lighting, heavy wind blowing at site, nobody should be
allowed to work at height.
Horse playing, Fighting, Gambling and possession or used of firearms, ammunition,
alcoholic beverages and illegal drugs should be prohibited at work site. Any person
found in possession of or under the influence of controlled substance or alcohol will be
immediately removed from site.
Report all injuries to Project in charge immediately, no matter how slight they may be.
Security personnel should be deployed at security posts\ gates and around affected area.
No Alcoholic beverages or illegal drugs are permitted on work site. The contractor
should ensure that personnel is made aware of and fully comply with this prohibition
Security guards must be ensured no such persons or workers be allowed to the work site
during non-working hours, especially if they drunk.
Un authorized person should not be allowed in the work site without permission from the
concerned authority.
All workmen should be screened before engaging them on the job. Physical fitness of
the person to certain jobs like working at height or other dangerous locations to be
ensured before engaging the person on work. The final decision rests with the site
management to reject any person on the ground of physical fitness.
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Workmen under 18 years of age should not be employed at site. No children should be
permitted inside the working area.
Crèche should be provided in workmen colony if female workers is engaged, At
construction sites where 20 or more women are ordinarily employed, a hut for children
under the age of 6 years shall be provided.
Contractor should ensure adequate supervision at workplace to the workers. supervisors
should ensure that all persons working under them should not create any hazards to self
or to co-workers.
Nobody is allowed to work without wearing safety helmet. Chinstrap of safety helmet
should be always on.
Usage of eye protection equipment should be ensured when workmen are engaged for
grinding, shipping, welding and gas-cutting. For other jobs as and when site safety
coordinator insists eye protection has to be provided.
All the dangerous moving parts of the portable / fixed machinery being used should be
adequately guarded.
Other than the electricians with red helmet no one is allowed to carry out electrical
connections, repairs on electrical equipment or other jobs related thereto.
Power supply should be taken through Earth Leakage Circuit Breakers (ELCB) of 30mA
Sensitivity.
Inserting of bare wires for tapping the power from electrical sockets is completely
prohibited at the project site.
All major, minor accidents and near misses to be reported to Project Manager / Site
Safety coordinator to enable the management to take necessary steps to avoid the
recurrence.
Adequate firefighting equipment should be made available at workplace and persons are
to be trained in firefighting techniques with the co-ordination of Site Safety Coordinator.
All the unsafe conditions, unsafe acts identified by contractors, reported by site
supervisors should be noted down and / or safety personnel to be corrected on priority
basis.
Littering at site is prohibited so that the work area is clean.
Do not allow to spill any chemical / fuel / substances on ground, which may pollute the
environment
The full body harness should be tied to safe anchoring point.
3. Working at Height
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No one should be allowed to work at or more than two meters height without wearing
safety belt and anchoring the lanyard of safety belt to firm support preferably at shoulder
level. The full body harness with double lanyard should be worn by worker working
above 2 meters.
Ladders being used at site should be adequately secured at bottom and top.
Material should not be thrown from heights. If required the area should be barricaded
and one person should be posted outside the barricade for preventing the trespassers
from entering the area.
All scaffoldings / work-platforms should be strong enough to take the expected load.
The width of the working platform and fall protection arrangements should be
maintained as per recommendation of Site Safety coordinator.
Female workmen are not allowed to work on height & high-risk areas.
The horizontal life line with adequate strength should be provided or used for the
intended purpose only.
The Contractor shall ensure that work is not carried out at height where it is reasonably
practicable to carry out the work safely otherwise than at height.
4. Barricades
The Contractor shall ensure the general construction area is protected; barricades must be
erected before any excavation, extended as the excavation progresses and maintained
until the project is completed.
The Contractor shall furnish, erect, and maintain all the necessary signs, barricades,
lighting, fencing, bridging, and flaggers that conform to the requirements set forth by
OSHA.
All the project construction sites should be fenced and barricaded with appropriate
standards as prescribed in OSHA (WTP/STP, OHTs, IPSs, MPSs store etc.).
Stairways
Hatches
Chutes/open trenches
Street openings – manholes.
Elevated platforms
Areas with moving machinery
Excavation sites
Construction sites
Temporary wall or floor openings
The following list provides guidelines for using barriers and guards:
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When necessary, reroute pedestrian and vehicular traffic to completely avoid a
construction site.
Guard any permanent ground opening into which a person could fall with a guardrail,
load-bearing cover, or other physical barrier.
Ensure that temporary floor openings, such as pits and open manholes, are guarded
by secure, removable guardrails. If guardrails are not available, have someone guard
the opening.
Ensure that all stairways, ladderways, hatchways, or chute floor openings have
handrails or hinged covers.
Ensure that enclosed stairways with four or more steps have at least one railing, and
that open stairways with four or more steps have two railings.
Ensure that all platforms and walkways that are elevated or located next to moving
machinery are equipped with handrails, guardrails, and toe boards.
Barricade any wall openings through which a person or tools could fall. Use gates,
doors, guardrails, or other physical barriers to block the opening.
Mark and guard any excavation that is deeper than 12 inches.
Mark and/or guard potholes and sidewalk damage as appropriate.
Protect smoke detectors with some type of cover when construction work, such as
dust or fume producing activities, may affect smoke detectors.
Barriers such as guardrails, hole cover, or other must be provided with suitable
signage.
A warning barricade should be kept five (5) feet back from the edge of any excavation,
hole, platform or roof. A protective barricade may be placed closer, Barricades should be
erected before a hole is cut and extended as the excavation progresses.
Wherever construction debris is dropped without the use of an enclosed chute.
Work areas for electrical equipment with exposed energized parts.
The swing radius of the rotating superstructure of cranes or other equipment.
Wherever equipment is left unattended near a roadway at night.
Construction areas in energized electrical substations.
Barricade signs should be fully informative, legible and visibility displayed (during day
& night both).
Where barricades cannot be installed, safety nets should be installed close to the level of
terrace at which danger of fall exists.
Barricades can be removed after restoration/filling the cut outs/ trenches.
Where secured foot hold is impracticable, safety belt with secure anchorage arrangement
should be provided. A life line with sufficient strength should be provided all around the
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building to which the workers exposed to the risk of falling tie the hooks of their safety
belts.
5. Stacking
Construction materials should not be allowed to stored/scattered in the towns as per their
convenience.
PIU and PMC must ensure all the construction materials stored at designated place by
the contractor.
Materials should be segregated as per size and length and category and placed in neat,
orderly piles that are safe against falling. If the piles are high, they should be stepped
back at suitable intervals in height. Piles of materials should be arranged so as to allow a
passageway of not less than 1m width in between the piles or stacks for inspection and
removal. All passageways should be kept clear.
Materials should be stacked on well drained, firm and unyielding surface. Material
should not be stacked so as to impose any undue stresses on walls or other structures.
Materials should be stacked in such a manner as not to constitute a hazard to passer-by.
When the materials have to be handled manually, each workman should be instructed by
his foreman or supervisor in the proper method of lifting heavy objects.
Workmen should be provided with suitable equipment for his personal safety as
necessary. Supervisors should also take care to assign enough men to each lifting job; the
weight carried by each man should be determined by the distance to be moved, difficulty
of movement presented, time required, etc.
Whenever any stack exceeds 1.5 m height, suitable and safe means of access should be
provided for the use of workmen and such means of access should not disturb the
stability of the stack.
Appropriate signs should be placed at all storage locations where special conditions exist
or where special precautions are necessary.
No section of the plant or other structure or part of a structure or sites should be left
unguarded in such condition that it may fall, collapse or be weakened due to wind
pressure or vibration.
6. Heavy Equipment Safety
When using heavy equipment, there are five basic guidelines that employees must
always follow to ensure safety:
Know how to properly operate the equipment you are using. Training on proper
operation should be documented.
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Do not use heavy machinery when you are drowsy, intoxicated, or taking
prescription medication that may affect your performance.
Use only equipment that is appropriate for the work to be done.
Inspect your equipment to ensure that it is in good working condition before
beginning a job. In addition, ensure that regular inspections and maintenance are
conducted as appropriate.
Do not stress or overload your equipment.
Accidents do not just happen, they are caused. Therefore, employees should also follow
these guidelines:
Ensure the following before leaving equipment unattended:
All buckets, blades, etc. are on the ground.
Transmission is in neutral.
Engine is off
Equipment is secure against movement.
Never get on or off moving equipment.
Do not attempt to lubricate or adjust a running engine
Turn the engine off before refuelling.
Keep all shields and safety guards in place.
Avoid underground utilities and overhead power lines.
The following sections provide basic guidelines for working with forklifts, frontend
loaders, and backhoes. Refer to the product documentation that accompanied your
equipment for more information and specific instructions.
Always lower the bucket before servicing the equipment or leaving the loader
unattended.
Be extremely careful when operating near banks and slopes.
When cutting a bank, be careful not to cause a cave-in. Do not drive on an overhang. Be
extremely careful when operating near banks and slopes.
When cutting a bank, be careful not to cause a cave-in. Do not drive on an overhang.
7. Trenching
Provides requirements for employee entrance, working environment, and egress to/from
open surface trenches and excavations
The estimated location of utility installations such as sewer, telephone, fuel, electric,
water lines, or other underground installations that reasonably may be encountered
during excavation work shall be determined prior to opening an excavation
Utility companies or utility locator should be contacted to precisely locate such utilities
Excavation may proceed with CAUTION if:
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Utility Company/Locator cannot be located or contacted
Utility Company/Locator cannot locate utility
When excavating operations approach the location of underground utilities, the exact
location shall be determined by safe and acceptable mean
While excavation is open, underground installations shall be protected, supported, or
removed as necessary to safeguard employees
Runways/ramps shall be anchored to prevent movement or slipping
Employees exposed to public vehicular traffic shall be provided with and wear vest or
other suitable garments marked with high visibility materials
No employee shall be permitted underneath loads handled by digging or lifting
equipment
Employees entering bell-bottomed holes shall wear harness and life line protection
Excavations near structures or buildings shall be protected by shoring or other means to
assure stability of the affected structure.
Excavations near foundation footings, sidewalks, pavement, or other appurtenant
structures shall be protected by underpinning or other suitable means to maintain
stability
Excavated materials shall be kept a minimum of 2‘ from the edge of excavations or by
the use of retaining devices
8. Emergency
All the contractor must prepare Emergency Preparedness Plan for their respective project
construction site under World Bank Project. (Please refer annexure –XXX)
Mobilized the fire squad (security) at emergency site.
Cordon off the affected area and guide traffic / emergency vehicles and control
unnecessary gathering of persons around the site.
Ensure vigilance at security posts / gates and be in constant contact with construction
manager / area manager and other numbers connected with safety, security, firefighting
and management.
Entries to the demolition area should be restricted except authorized persons only.
As the height work of OHTs, intake well, STPs etc. extra safety precaution should be
made available, Extra safety precaution mean appropriate safety nets, proper use of
safety belt, proper platform, lifeline rope to be tied at proper place etc. should be
provided.
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9. Housekeeping
All the contractor must prepare excess earth/debris and other construction materials
disposal Plan for their respective project construction site under World Bank Project.
Adequate time shall be assigned to ensure that good housekeeping is maintained.
This shall be carried out by team of housekeeping squad.
The contractor shall be responsible to provide segregated containers for disposal of
debris at required places and regular cleaning of the same.
Proper and safe stacking of material are of paramount importance at yards, stores and
such locations where material would be unloaded for future use. The storage area shall
be well laid out with easy access and material stored / stacked in an orderly and safe
manner.
Flammable chemicals / compressed gas cylinders shall be safely stored.
Unused/surplus cables, steel items and steel scrap lying scattered at different places
within the working areas shall be removed to the identified location(s).
All wooden scrap, empty wooden cable drums and other combustible packing materials,
shall be removed from work place to the identified location(s).
Empty cement bags, if any and other packaging material shall be properly stacked and
removed.
The Contractor shall ensure that all his sub‐contractors maintain the site reasonably clean
through provisions related to housekeeping.
The contractor at all times should keep the premises free from accumulation of waste
materials or rubbish caused by their operations.
Keep the premises clean and free from fire hazards, and maintain the work and materials
stockpiles neat and orderly throughout the construction period to permit safe and
convenient access and movement of workers.
Water sprinkling should be done to prevent the spread of debris, dust or other
contaminants into the air or surrounding areas at all times.
Construction debris and rubbish as generated by construction activity should be removed
by contractor daily and not allowed to accumulate. It shall be deposited in a designated
place.
Scrap materials for reuse in temporary work shall be segregated and properly stored,
protected and covered as for new materials.
Construction debris removed from the upper levels of the site shall be deposited directly
into a Dump sites and it should be transported through covered truck.
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The contractor should remove from the premises and site, all project signs, tools,
scaffolding, surplus materials and temporary work and structures upon completion of the
work and shall leave the work and the premises clean and acceptable to the owner.
All surplus earth and debris are removed/disposed off from the working areas to
officially designated dumpsites. Trucks carrying sand, earth and any pulverized materials
etc. in order to avoid dust or odour impact shall be covered while moving.
The tyres of the trucks leaving the site shall be cleaned with water, wherever the
possibility of spillage on carriageways meant for regular road traffic exists.
10. Traffic Management
Construction activities may result in a significant increase in movement of heavy
vehicles for the transport of construction materials and equipment increasing the risk of
traffic-related accidents and injuries to workers and local communities.
The incidence of road accidents involving project vehicles during construction should be
minimized through a combination of education and awareness-raising, and the adoption
of traffic safety rules and standard procedures
All the contractor must prepare Traffic Management Plan for their respective project
construction site under World Bank Project.
Contractor shall control the Traffic Management by designated site staff.
Warn the road user clearly and sufficiently in advance.
Provide safe and clearly marked lanes for guiding road users.
Provide safe and clearly marked buffer and work zones
Provide adequate measures that control driver behaviour through construction zones.
Provide additional support in the form of a flag man at all times, to assist the operator
of the equipment or a heavy transport vehicle
Warning signs shall be displayed in the area wherever required such as deep excavation,
work at height or any other area pointed out PIU.
Materials hanging over / protruded from the chassis / body of any vehicle especially
during material handling shall be indicated by red indicator (red light/flag) to indicate the
caution to the road users.
No parking of trucks/trolleys, cranes and trailers etc. shall be allowed on roads, which
may obstruct the traffic movement.
11. Temporary Signs
The Contractor shall provide sign boards mentioning work area or temporary facility
area. These signboards shall be properly displayed in appropriate locations.
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The signboard shall be prepared by experienced signboard manufacturer. It shall contain
the description in English, Hindi and local language. It shall also contain relevant and
appropriate graphics.
12. Routine Inspection
Inspections by the contractor and PIU and PMC Team that can be classified under this
inspection program are:
Daily Inspection of site, plant and equipment (before the start of day)
Weekly Inspection of scaffold
Monthly Inspection of electrical hand tools by competent electrical supervisor
Quarterly Inspection of temporary electrical systems by competent electrical
supervisor
Half‐yearly inspection of lifting machinery, lifting appliances and equipment etc. by
competent person. The list mentioned above is not exhaustive. Contractor may add
additional categories.
13. Education and Training.
Daily basic Tool Box Training should be carryout by the contractors at site before start
of the work
EHS officer should conduct training on EHS in regular interval
Monthly safety meeting should be conducted by the contractor
Motivational program for improve & implement Safety at site should be conducted by
the contractors
14. First‐aid and Medical Facilities.
All the contractor must ensure the availability of adequate number of first Aid facility at
respective project construction site under World Bank Project.
Contractor can tie up with the local hospital for workers health checkup and emergency
treatment facility.
Constructor ensure the availability of ambulance at construction site in case of
emergency.
The Constructor will carry out quarterly awareness programme of HIV‐AIDS with the
help of AIDS control society and contractor must organize Health check-up camp for
their site workers at least once in a year.
15. Environmental Management.
15.1 Air Quality
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The Contractor shall take all necessary precautions to minimize fugitive dust emissions
from operations involving excavation, grading, and clearing of land and disposal of
waste. He shall not allow emissions of fugitive dust from any transport, handling,
construction or storage activity to remain visible in atmosphere beyond the property line
of emission source for any prolonged period of time without notification to the
Employer.
The Contractor shall use construction equipment designed and equipped to minimize or
control air pollution.
The Contractor shall cover loads of dust generating materials like debris and soil being
transported from construction sites. All trucks carrying loose material should be covered
and loaded with sufficient free ‐ board to avoid spills through the tailboard or sideboards.
The Contractor shall promptly transport all excavation disposal materials of whatever
kind so as not to delay work on the project. Stockpiling of materials shall only be
allowed at sites designated by the Employer. The Contractor shall place excavation
materials in the dumping/disposal areas designated in the plans as given in the
specifications.
The Contractor shall water down construction sites as required to suppress dust, during
handling of excavation soil or debris or during demolition. The Contractor shall make
water sprinklers, water supply and water delivering equipment available at any time that
it is required for dust control use. Dust screens shall be used, as feasible when additional
dust control measures are needed especially where the work is near sensitive receptors.
The Contractor should carryout and submit to MPUDC Ambient Air Monitoring as per
contract specific Environment Management Plan and follow guidelines for construction
activity in related to monitoring, controlling and mitigating air pollution.
15.2 Water Quality
The Contractor must comply with the requirements of the Central Ground Waterboard
for discharge of water arising from dewatering. Any water obtained from dewatering
systems installed in the works must be either re‐used for construction purposes and this
water may subsequently be discharged to the drainage system or, if not re‐used,
recharged to the ground water at suitable aquifer levels. The Contractor shall not be
permitted to directly discharge, to the drainage system, unused ground water obtaining
from the excavation without obtaining approval of PIU or the Agency controlling the
system
The Contractor shall discharge/disposal wastewater arising out of site office, canteen or
toilet facilities constructed by him into sewers through a wastewater drainage system to
be constructed by the Contractor for proper discharge, after obtaining prior approval of
PIU.
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The Contractor shall take measures to prevent discharge of oil and grease during spillage
from reaching drainage system or any water body. Oil removal /interceptors shall be
provided to treat oil waste from workshop areas etc.
The Contractor shall apply to the appropriate authority for installing bore wells for water
supply at site.
15.3 Felling of Trees
The contractor shall identify the number and type of trees that are require to be felled as
a result of construction of works and facilities related to Project with joint verification of
PIU and PMC.
All trees and shrubbery, which are not specifically require to be cleared or removed for
construction purposes, shall be preserved and shall be protected from any damage that
may be caused by Contractor‘s construction operations and equipment. The contractor
shall not fell, remove or dispose of any tree or forest produce in any land handed over to
him for the construction of works and facilities related to subproject except with the
previous permission obtained from the concerned authority.
The PIU shall assist the Contractor in obtaining the Applicable Permits for felling of
trees to be identified for this purpose if and only if such trees cause a Material Adverse
Effect on the construction or maintenance of the Project Works.
Special care shall be exercised where trees or shrubs are exposed to injuries by
construction equipment, trenching, excavating, dumping, construction, chemical damage
or other operation and the Contractor shall adequately protect such trees by used of
protective barriers or other methods approved by the Employer. Trees shall not be used
for anchorage.
The contractor must develop green belt/ buffer area in the proposed project component
sites as WTP, STP, IPS/SPS etc.
16. General
Person / equipment / material should be enter & exit the site only through the gate
designated. Only license holder driver / operator should be allowed to operate any
vehicle /Machinery. All vehicle /machinery should be inspected by a competent person
prior to use.
PIU and PMC must ensure that the labor engaged by the contractor is paid regularly as
per prevailing labor laws, and that no arrears are allowed to accumulate on this account.
Regular working hour shall be 9.00 am to 6.00 pm including one hour for lunch on all
working days. Working days at site shall be from Monday to Saturday i.e. 06 days in a
week
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Access and egress routes for construction personnel, visitors and delivery vehicles shall
be tentatively developed by the Contractor to suit acknowledged constraints and
conditions. The vehicles shall be parked in the designated area only. Parking for site
operatives must be organized by the Main Contractor to ensure that there is no
inconvenience to local residents. Car parking will not be permitted on work site.
The Contractor shall ensure at all times that no employee is working under the influence
of alcohol / drugs which are punishable under Govt. regulations.
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Annexure XXVII : Letter for surplus disposal site Shajapur
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Annexure XXVIII: Water test report of Chillar River, Shajapur
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300
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Annexure XXIX: Farmer Shri Ambaram‘s Statement
Statement in Hindi
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English Version
I, Ambaram, had started farming activity on vacant government land since last three years.
Municipal Council informed me that work of Sewerage Scheme is to be done in this Khasra and for
that the State Government has given land to Municipal Council.
Not much of the land on which I was doing farming, is affected at the time of demarcation of land
parcel, however, since the land belongs to the State Government, I willingly and without any kind
of pressure, am not doing any farming activity on this land.
I requested Municipal Council and the Government to allow me harvest the crop I had already
sown which they agreed with. I harvested the crop and took monitory advantage of the same. No
loss of income has incurred to me.
I was also informed that my son will be given job by the contractor. I am happy that my son will be
employed.
Signed
Ambaram
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Annexure -XXX
Emergency Preparedness Procedure for Shajapur sewerage subproject
1. Objective: -
The objective of the document is to define the organization‘s role, duties of the individual
during the emergency. The procedure includes all the procedures and activities to be taken during
an emergency. The procedure is developed to cover the emergencies which may arise during the
construction phase of Sewage Treatment Plant and Sewer pipeline work. The objective of this
preparedness plan is;
To follow the safe procedure during an emergency.
To know the responsibility and duty of the individual in an emergency.
To know the emergency routes and emergency response contact details.
To know the use of emergency appliances like a Fire extinguisher, emergency kits etc.
To know the locations of the Safe Assembly Points
2. Emergency Organization: -
Roles and Duties
Incident Commander (Project Head): -
1) Incident commander will be responsible for the coordination of different types of
emergencies. The Site Manager is incident commander for the site.
2) He decides the suitable actions to be followed to minimize the damage to people and
property.
3) He will be advised by the Safety Department to follow the necessary steps.
4) He will be responsible for the liaising with local authority like Fire Brigade when the
situation is beyond the on-site controlling capabilities.
5) He can only declare ―Close out of the Emergency‖.
First Intervention Team: -
1) The first intervention team should be trained in the first aid and fire-fighting assistance.
2) The team includes the members from the construction stage employees.
3) These persons will act under the supervision of the incident commander at various location
of the site.
4) The information of nominated first intervention team members will be displayed on the
notice boards at a site.
Evacuation Team: -
1) The evacuation team ensures the safe evacuation of all the person to the assembly point.
2) Ensure the emergency routes at offices, sites are maintained and clear from the obstruction.
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3) Ensure all the necessary and suitable fire- fighting equipment are available in compliance
with the requirement.
First Aid Team: -
1) Ensure to get first aid assistance to the injured, if any.
2) Rush to the injured person immediately and plan for the evacuation of the injured person.
3) Perform CPR, if required.
4) Ensure the availability of first aid kit is available in compliance with the requirements.
5) Ensures the injured person‘s condition will not get worse before getting proper medical
attention.
Fire Fighting Team: -
1) Promote fire safety and enforcing fire safety standards at the site.
2) The fire-fighting team should be trained in operating fire-extinguishers.
3) Ensures the fire extinguisher is adequately provided and checked by the fire-fighting team
for its working condition.
4) Record of the inspection to be maintained by the firefighters.
5) Ensures the emergency escape route are properly demarcated and unobstructed.
6) Ensures the fire extinguishers are to be serviced by the qualified contractor annually and
service record to be maintained.
7) Impart the fire-fighting training to the workers to enhance the competency.
Emergency equipment: -
The emergency kit includes,
Fire extinguishers
First aid kit
Stretcher
Environmental Emergency Kit: -
The environmental emergency kit includes the minimum following,
Hand gloves- Rubber (Chemical Resistance).
Safety Goggles
Helmet
Safety Shoes
Absorbent
Trash bag to collect the contaminated material.
Shovel
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3. Types of Emergency
1) General Medical Emergency: - The emergency includes the treatment of person injured and
the non-work-related emergency as an illness which requires immediate medical care.
Primary action to be followed during the first aid,
Call the first aider
Provide the information
- Name and phone number from which called to first aider
- Nature of injury
- The exact location of the emergency.
The affected person should not move unless examined.
Treatment should be given by qualified first aider only.
The CPR shall be given by the expert first aider only if required.
If the person exposed to the hazardous material refer to the Material Safety Data Sheet.
If a person needs further treatment will be taken to the nearest hospital immediately.
2) Fire: - The minor fire can be extinguished with help of available fire extinguishers. If the extent
of the fire is more the information to be given to the incident commander (project head).
The basic steps to be followed during a fire emergency,
When noticed fire, Shout ―Fire-Fire‖ to get the attention of the other person in the vicinity.
Immediately informed to the Incident Commander. After giving an alert, all personnel will
be evacuated to the safe assembly point. The people should stay calm and behave in an
orderly manner.
The first intervention team will decide partial or full evacuation in coordination with the
IncidentCommander. The evacuation should be carried out under the guidance of the
evacuation team.
The incident commander organizes for the fire-fighting team.
Start the fire fighting with necessary aid.
Firefighters will tackle with fire by considering the surrounding work conditions,
combustible material present in the vicinity.
The incident commander will decide to call external help if the emergency will not be
controlled within the resource available at the site.
If the external fire department help needed, the incident commander on the arrival of the
firebrigade should provide all necessary information like location and storage of
combustible/flammable material, Quantity of flammable material, emergency routes etc. in
the facility.
3)Chemical Spillage: -
Basic steps to be followed as follows,
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The information regarding chemical to be communicated to the Incident Commander.
The incident commander will organize for all the teams.
The first intervention team will decide the evacuation either partial or over the entire area.
The area is secured and alert should be given to the other site personnel if toxic fumes are
present.
Attempt to clear the spillage by the trained person.
Deal with the spill as accordance with the Material Safety Data Sheet.
Use all required personal protective equipment.
The external help from competent agency or fire brigade shall be called if required.
4) Electrical contact: -
The basic steps to be followed in the event of electrocution is,
Isolate the electrical supply immediately by pressing ―Emergency button‖ or isolation from
the main power supply.
Call for the first aid medical assistance.
If the person found not breathing, CPR (mouth to mouth respiration) will be given by the
competent first aider.
If further medical assistance required, the suffered person will be shifted to the nearby
hospital.
5) Earthquake: -
The basic steps to be followed in the event of an earthquake is,
Stay calm and await instructions from the incident commander.
Keep away from overhead fixtures, windows, file cabinets, and electrical power.
Follow the evacuation plan.
If the inside building will take cover under a table or desk against the wall.
If walking at the site, protect yourself from falling loose brick, temporary structures.
Evacuate as instructed by the incident commander.
Assemble at the safe assembly point.
Assist people with disabilities in finding a safe place
Do not use the lift, the escalator in the event of an earthquake.
6) Cyclone: -
The basic steps to be followed during cyclone are, on receiving a warning regarding an impending
cyclone,
Switch off the main source of power.
Partially erected structures should be anchored properly with ropes or wire ropes.
The booms of the cranes should be made in a down position
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Avoid standing near partially erected structures.
If outside, try to get inside a building/structure having a roof covering.
Secure of all GI sheet roof of Offices and workmen huts to prevent from flying off in case
of stormy and gusty wind.
7) Bomb Threat: -
The basic steps to be followed are,
Open all windows and doors
Check offices for foreign objects.
Do not touch or try to remove.
Notify supervisor of the object.
Stay calm and await further instructions
Remain at the workplace. Do not hinder bomb searching teams in their work
Await evacuation order.
Follow escape routes as guided
Remain at assembly point and stay calm
Await further instructions from Incident commander. Call local authority for assistance.
8) Structural collapse/ Scaffolding collapse: -
The basic steps to be followed are,
On getting information, an alert should be raised.
The area to be secure and avoid unauthorized entry.
Evacuate the area and person to be moved at safe assembly points.
Call local fire brigade/police authority for assistance to clear debris.
If anyone injured, shift the injured person/persons to the nearby hospital.
9) Malicious act: -
In case of violence, robbery, theft, call local police authority for the assistance.
4. Mock Drill: -
At least one drill exercise will be carried out to check the operatively of the current
emergency plan, testing communications between involved parts, time of reactions, etc.
Emergency Committee will arrange a meeting to set every drill and evaluate and/or improve the
obtained results.
The emergency drill will be included for but not limited to,
Fire and Rescue
Chemical Spillage
Medical Emergency
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Environmental Emergency.
Evacuation team
Evacuation of workmen & staff from affected site to emergency assembly point
Shifting of workmen to a safe shelter.
Medical help team
Rushes the first aider to the location by the Emergency Vehicle with medical aid or on foot.
If the First-aider finds that the injured can be attended in the First-aid Centre itself, he will
bring the injured to the First-Aid Centre and treat there.
If treatment in First-Aid Centre is not advisable, the victim will be rushed to the Hospital.
Property Safeguard team
Shifting of Construction Equipment/Material to an identified location.
Ensures that further property damage is nullified .
Damage control Team
Helps the victim to get out of the scene of incident .
Helps fire fighting.
Help reduce damage and controls further damage .
5. Emergency Contact: -
The emergency contact numbers to be displayed and communicated to all for necessary assistance
during an emergency. Emergency Contact Numbers are mentioned below;
Name Position Contact Number
Mr. Ravi Patel Project Manager +91 9348456082
Mr. Mehul Lakhani EHS Officer +91 9909422942
Dr. Bhimrao Ambedkar Govt.
Hospital, Shajapur
Reception +91 7364227102
Ambulance 108
Police 100
Fire 101
Women Helpline 1091
CM Helpline 181
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Annexure XXXI
Guiding note on enforcement of Acts & Policies for Non-Discrimination, Child and Forced labour
at MPUDP worksite (In compliance of ESHS Audit Yr. 2020 conducted by KPMG)
A. INTRODUCTION AND BACKGROUND Madhya Pradesh Urban Development Company, Govt. of MP recognizes the importance of Labour protection and
Welfare in the pursuit of poverty reduction and inclusive economic growth. Contractors working under World Bank
supported MPUDP are promoting balance labour management relationships and enhancing the development benefits
of a STP/WTP projects by treating labor fairly and providing safe and healthy working conditions in compliance of
all applicable national and world Bank norms.
Recently in MP, An independent field audit of Environment, Social, Health and Safety were conducted by M/S
KPMG during the all subprojects of MPUDP. The Audit process conducted in between 21st January 2020 to 03rd
February 2020. The objective of the audit was to review the implementation of Environmental and Social
Management Framework (ESMF) of MPUDP and assess the compliance to the Environmental and Social
Management Plans (ESMP) and Safety Management Plans prepared for different subprojects & being implemented
in different ULBs under the aegis of MPUDP. KPMG team also reviewed the adequacy of Environmental and Social
Assessments (ESAs) carried out and drew lessons for further improvements
Based on audit observations, team found that there were scope of improvement in the implementation of non
discrimination policies, child labour, forced labour and other labour management statutory requirements in general.
In this context MPUDC has come forward with a guiding note for emphasizing their commitments towards MPUDP
projects.
The objectives of this additional note are as mentioned bellow;
To promote safety and health at all worksite of World Bank Supported MPUDP
subprojects.
To promote the fair treatment, non-discrimination and equal opportunity of labour.
To protect vulnerable workers such as women, persons with disabilities, children and
migrant workers, contracted workers as appropriate.
To prevent the use of all forms of forced labour and child labour.
To support the principles of freedom of association and collective bargaining of project
workers in a manner consistent with national law.
To provide project workers with accessible means to raise workplace concerns through
our standard GRM.
B. NATIONAL LEGISLATION --- Following acts are applicable;
Child Labour (Prohibition and regulation)Act,1986
The contract Labour (regulation and Abolition) Act,1970
Indian bonded labour system ( abolition ) Act,1976
Article 17 of the Constitution of India;
The Protection of Civil Rights Act,1955,
The Scheduled Castes and Scheduled Tribes (Prevention of Atrocities) Act, 1989;
The Sexual Harassment of Women at the Workplace (Prevention, Prohibition and
Redressal) Act,2013;
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Sections 354 and 509 of the Indian Penal Code, 1860;and,
The Persons with Disabilities (Equal Opportunities, Protection of Rights and Full
Participation) Act,1995.
Right to Fair Compensation and Transparency in Land Acquisition, Rehabilitation and
Resettlement Act,2013
Equal Remuneration Act,1976
Panchayats Extension to Schedule Areas Act, (PESA)1996
Building and Other Construction Workers (Regulation of Employment and Conditions of
Service) Act,1996
Minimum Wages Act1948
Payment of Wages Act,1936
Employees provident fund Act1952
The Workman Compensation Act,1923
Inter-State Migrant Workmen (Regulation of Employment and Conditions of Service)
Act, 1979
C. RESPONSIBILITY Project Manager of Contractor‘s Team is accountable for all the workers associated legal compliances under the
project. Social and Environmental specialists of Contractor‗s, Project Manager of Project Implementation Unit‗s and
Team of Project Management Consultants are jointly responsible for the following:
Implement the policies of prohibition of Child labour, forced labour and non
discrimination. Ensure that civil works contractors comply with these policies.
Ensure the contracts with the contractors are developed in line with the provisions of
these policies and the project‘s ESMF/ESMP.
Monitor contractors and subcontractors‘ implementation of labour management
procedures. Monitor compliance in line with state and National government legislation.
Ensure that the grievance redress mechanism for project workers is established and
implemented and that workers are informed of its purpose and how to use it.
Have a system for regular monitoring and reporting on Child labour, forced labour
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and non-discrimination at workplace.
D. POLICIES AND PROCEDURES As specified in the labour Code, employment of project workers are based on the principles of non-
discrimination and equal opportunity. There will be no discrimination with respect to any aspects of the
employment relationship, including recruitment, compensation, working conditions and terms of employment,
access to training, promotion or termination of employment.
The following measures are being followed by contractors and implement and monitored by the PIU‘s & PMC
Social Safeguards Specialists, to ensure fair treatment of all labour:
Recruitment procedures - Transparent, non-discriminatory and open with respect to
ethnicity, religion, sexuality, disability or gender.
Applications for employment will only be considered if submitted via the official
application procedures established by the contractor.
Clear job descriptions will be provided in advance of recruitment and will explain the
skills required for each post.
All workers will have written contracts describing terms and conditions of work and
will have the contents explained to them. Workers will sign the employment contract.
Unskilled labour will be preferentially recruited from the surrounding communities.
The contracted workers will not be required to pay any hiring fees. If any hiring fees
are to be incurred, these will be paid by the Employer.
Depending on the origin of the employer and employee, employment terms and
conditions will be communicated in two languages, in the state language and the
language that is understandable to both parties.
In addition to written documentation, an oral explanation of conditions and terms of
employment will be provided to workers who may have difficulty understanding the
documentation.
All workers will be 18 years old or above for civil works.
Labour wages, hours and other applied provisions are as per the standard labour law
and policies. Work hours are set 8 hours a day, 48 hours a week, with a weekly rest day
for engaged labour.
E. PROHIBITION OF CHILDLABOUR:
Contractor will sincerely ensure that no construction workers under 18 years are employed.
Contractors will be required to verify and identify the age of all workers through proper
documentary evidence viz checking of Aadhar cards, Voters ID etc. There will be strict action
taken against the contractor if he is found to be employing any under aged workers.
MPUDC ensures that all the workers working under contractors are doing so voluntarily and
does not engage in or support the use of forced labour. The contractor shall promote advice
and shall ask its sub contractors/ vendors to discourage the engagement of forced labour being
clear case of violation of law of land. The workers shall have the right to leave the workplace
premises after completing the standard workday and be free to terminate their employment
provided that they give reasonable notice to their employer. This is in compliance with Indian
bonded labour system (abolition) Act, 1976 and the contract labour (regulation and abolition)
Act, 1970. Neither the contractor nor his subcontractors or any entity supplying labour shall
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withhold any part of any personnel‘s salary, benefits, property or documents in order to force
such worker to continue working for the contractor. Neither the contractor nor any entity
supplying labour shall engage in or support trafficking in human beings. All the labourers are
informed of the terms of their employment i.e., job description, hours of work etc. The
contractor does not keep any original documents of labourers or employees.
F. NON-DISCRIMINATION:
This policy states that people are not discriminated in matter of getting work in the
organization on basis of one‘s status-parental, economic, residential, marital, gender (Male,
Female, Trans-gender); Physical features; spiritual, traditional or customary beliefs and
religion practiced; looks, personality traits (baldness, walking style), habit of stammering,
physical disability or impairment, medical record (HIV +) and sexual orientation. The
contractor shall strictly follow the policy on Non-discrimination with respect to all the workers
employed under his contract.
G. GRIEVANCEMECHANISM
A common grievance mechanism (GM) is already developed by MPUDC for stakeholders
including all types of workers to raise workplace concerns. GM is accessible to all labour,
worker, employees and community through various means (written, telephone, fax, social
media and online through CM Helpline etc). Grievance logbook is maintained in site office.
H. TECHNICALSUPPORT:
For technical issues or further information may contact the safeguard team of PMC and PMU
of MPUDC.
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Annexure XXXII- Shajapur Key Plan with pumping model