E1370 GOVERNMENT OF PUNJAB v 3 PUBLIC WORKS DEPARTMENT (B&R), GOVERNMENT OF PUNJAB

Public Disclosure Authorized AND

PUNJAB ROADS AND BRIDGES DEVELOPMENT BOARD,

WORLD BANK FUNDED PUNJAB STATE ROAD SECTOR PROJECT (P-090585-IN) PPF - 4170

Public Disclosure Authorized CONTRACT PACKAGE: PSRSP/U/02 (ICB)

WIDENING AND STRENGTHENING OF – MALERKOTLA ROAD

SECTION FROM KM 5+938 TO KM 45+603

Public Disclosure Authorized BIDDING DOCUMENTS

PART 3 - CONDITIONS OF CONTRACT & CONTRACT FORMS

VOLUME 6 Appendix A: Environmental Management Action Plan

Public Disclosure Authorized

June 2006

WORLD BANK FUNDED PUNJAB STATE ROAD SECTOR PROJECT (P-090585-IN) PPF - 4170 CONTENTS OF BIDDING DOCUMENTS

PART1 - BIDDING PROCEDURES VOLUME 1 Section I: Instruction to Bidders (ITB) Section II: Bid Data Sheet (BDS) Section III: Evaluation & Qualification Criteria (without PQ)

PART 1 - BIDDING PROCEDURES VOLUME 2 Section IV: Bidding Forms ƒ Bidding Forms ƒ Bill of Quantities Section V: Eligible Countries

PART 2 – WORK REQUIREMENTS

VOLUME 3

Section VI (a): Scope of Works

Technical Specification

ƒ Standard Technical Specifications

ƒ Specific Technical Provisions

ƒ Appendices to Special Provisions

Supplementary Information

PART 2 – WORK REQUIREMENTS

VOLUME 4

Section VI (b) Drawings

PART 3 - CONDITIONS OF CONTRACT & CONTRACT FORMS VOLUME 5 Section VII: General Conditions (GC) Section VIII: Particular Conditions (PC) ƒ Part A - Contract Data ƒ Part B – Specific Provisions Section IX: Annex to the Particular Conditions - Contract Forms Attachment: Invitation for Bids VOLUME 6 Appendix A: Environmental Management Action Plan Punjab State Road Sector Project ENVIRONMENTAL MANAGEMENT PLAN (LUDHIANA - MALERKOTLA) June 2006

Table of Contents

APPENDIX A: ENVIRONMENTAL MANAGEMENT ACTION PLAN

1. INTRODUCTION...... 1 1.1 PROJECT BACKGROUND...... 1 1.2 FEASIBILITY AND ALTERNATIVES...... 3 1.2.1 Feasibility Studies ...... 3 1.2.2 Alternatives ...... 3 1.3 DESIGN PROPOSALS ...... 4 1.3.1 Road Cross sections ...... 4 1.3.2 Proposed Improvements of the project road ...... 4 1.4 ENVIRONMENTAL ASSESSMENT OF THE PROJECT ...... 5 1.5 SCOPE AND OBJECTIVES...... 5 1.6 CLEARANCES REQUIRED FOR THE PROJECT ...... 6 2 BASELINE AND IMPACT SUMMARY ...... 8 2.1 NATURAL RESOURCES ...... 8 2.2 AIR ENVIRONMENT ...... 8 2.3 NOISE LEVELS...... 10 2.4 WATER ENVIRONMENT ...... 10 2.5 FLORA AND FAUNA ...... 11 2.6 SOCIO ECONOMIC ENVIRONMENT ...... 11 2.6.1 Resettlement and Rehabilitation...... 11 2.6.2 Cultural Properties ...... 12 2.7 SAFETY AND HEALTH ASPECTS OF THE PROJECT ...... 12 3 MITIGATION MEASURES...... 14 4 ENHANCEMENT MEASURES...... 31 4.1 WASTEWATER PONDS...... 31 4.2 CULTURAL PROPERTIES...... 31 5 MONITORING PROGRAM ...... 33 5.1 PERFORMANCE INDICATORS...... 33 5.2 MONITORING PLAN FOR ENVIRONMENTAL CONDITIONS...... 34 5.3 REPORTING SYSTEM ...... 36 6 INSTITUTIONAL ARRANGEMENTS ...... 40 6.1 INTEGRATION OF EMP WITH THE PROJECT ...... 40 7 BUDGETORY PROVISIONS ...... 43

ANNEXES

Annex -1 Detail of the Trees Affected due to Proposed Project Roads Annex 2 Summary of the Community Properties Affected Annex 3 List of Cultural Properties Affected Annex 3A List of Enhancement Sites Annex 4 Locations of Soil Borrow Areas for Earth Work Annex 5 Details of the Source of Aggregates and Lead Distance Annex 6 Selections and Management of Construction Camp Annex 7 Silt Trap Annex 8 Oil Interceptor Annex 9 Noise Barriers Annex 10 List of Personal Protective Equipment Annex 11 List of Traffic Safety Equipment (Guideline) Annex 12 Tree/ Shrub Plantation Strategy Annex 13 National Standard of Air, Noise and Water Annex 14 Formats for Environmental Monitoring Annex 15 : Examples of some good practice in traffic control & Safety during Construction

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1. INTRODUCTION

1.1 PROJECT BACKGROUND The Government of has requested the assistance of the World Bank for upgrading and rehabilitation of State Highways, Major District Roads and Other District Roads in the State of Punjab. The Punjab Roads & Bridges Development Board (PRBDB) will be the executing agency for the Project. A Strategic Option Study (SOS), carried out for the Public Works Department (PWD), has prioritised road sections for improvement from the 1698 km of State Highways (SH), Major District Roads (MDR) and Other District Roads (ODR). The major criteria used for selection in SOS are restricted carriageway width and /or pavement conditions which result in capacity constraints for the high volumes of traffic carried by the roads, and also consider the connectivity of the roads. The location map of the Project road is presented in Figure 1.1 (next page). Technical and Economic feasibility studies for the Punjab State Road Project have been undertaken separately. The Government of Punjab has selected the roads for Phase-I which total approximately 367km (comprising approx 252 km roads for rehabilitation and another 115 km for upgrading works). The detailed engineering study has been completed for the up- grading works on 115 km roads and this Environmental Management Plan has been prepared as part of the bidding documents. Details of the project roads selected for upgrading under package III of Phase I are presented in Table 1.1; Table 1.1: Details of the Project Roads S No. Name of the Road Section District Length in km 1 Patiala – Sirhind, MDR-31 Fategarhsahib/Patiala 30 Kharar – Landran – NH-64 (Banur) , ODR 4 Ropar 2 NH-64 (Banur) – Tepla/Rajgarh, ODR 18 Patiala 39 Phillaur – Nagar (Crossing of Mukundpur- 3 Apra Road), ODR 5 Jalandhar 6 Ludhiana – Ahmedgarh – Malerkotla, SH- 4 11 Ludhiana/Sangrur 40 km Total 115 km This Environmental Management Plan (EMP) pertains to Ludhiana – Malerkotla Section. The 40 km Ludhiana – Malerkotla Section of the roads consist of following links

Ludhiana- Ahmedgarh 20 km Ahmedgarh – Malerkotla 20 km

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Punjab State Road Sector Project Consultancy Services for Project Preparatory Studies for Package 3 (Phase I) N JAMMU AND KASHMIR

1A Kathua

20 Pathankot P A K I S T A N 1A 1A B e GURDASPUR a Dera Baba Nanak s Aujla Tibbar

i av s Mukerian R G U R D A S P U R a HIMACHAL e Fatehgarh B Ajnala Churian Kastiwal Channa PRADESH Umarpura Batala Dasuya Harchowal Bhet Gardhiwala Ainokot

Sri Hargobindpur H O S H I A R P U R Ram Tirth Mehta Tanda AMRITSAR Hariana 70 Atari A M R I T S A R Bilohwal Jandiala 1 Machhrowal Beas Dhilwan Dhirpur Sham Una Chabal 1A Churasi Kartarpur Taran Taran KAPURTHALA 15 70 Fatehbad Mahalpur Jaijon Doaba Shahbazpur Gobindwal Nangal Sahib KAPURTHALA JALANDHAR Patti Pajian Phagwara Anandpur Sahib 21 s Sultanpur Bisla Garhshankar ea B Lodhi j u tl Jandiala NAWANSHAHR Sa Bhaddi Makhu Nakodar Mukandpur Nurmahal Jadla P A K I S T A N Mallanwala Nagar Rahon Balachaur S J A L A N D H A R Aur atluj Powadra NAWANSHAHR Zira Talwan luj Phillaur Sat Kotlsa khan Gamana Boothgarh Rupnagar FIROZPUR Dharmkot LUDHIANA 15 Chamkor 21 Dakha Neelon Mamdot Sanehwal Jhar Sahib 95 RUPNAGAR Kalka MOGA L U D H I A N A Kurali 95 Morinda 22 j u Doraha tl P U N J A B a 1 Kharar CHANDIGARH S M O G A Sarabah Khanna FARIDKOT Payal FATEHGARH FARIDKOT Ahmedgarh SAHIB Landran Lasol r Lohat Amloh a g Sirhind g a Jalalabad Kotkapura Baddy h Chhaundan G Mahalkalan Banur Bhagta Sikandarpura MUKTSAR Malewal Maler Kotla Amargarh Jaito Baja khana Bhadur Kotha Pakhoko P A T I A L A 22 Guru Dhulewala Fazilka Bagrian Paharpur Lakhani Tepla 15 Barnala Phul Dhuri AMBALA FIROZPUR Midda Bhaldina Goniana Nathana Chhintanwala Nabha S A N G R U R Ghanaur MUKTSAR B A T H I N D A Hadiaya Dhanaula 73 Kot Bhna SANGRUR 64 PATIALA Malaut Giddarbaha Rampura 65 1 10 Bhueti Bhawani BATHINDA Bharur Garh Bhunarheri Abohar Sheron Kotshamir Ramniwas Samana 15 Kotfateh Sunam Ghuram Ramsara Lambi Maur Bhagu Sitoganno Bhiki 71 Talwandi Sabo Harisinghwala Rajpura MANSA Patron Budhlada Lehragaga 10 M A N S A Kahangarh Gurna RAJASTHAN Boha Jhunir Akalgarh

Ratia Sardulgarh 65 HARYANA Legend :-

20 National Highway State Highway Other Roads International Boundary Project Roads - under Upgradation for Phase-I (115 km) State Boundary Roads under Rehabilitation for Phase-I (254 km) District Boundary Railway Line River Project Location Map

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1.2 FEASIBILITY AND ALTERNATIVES

1.2.1 Feasibility Studies A separate Feasibility Study has been carried out interacting with this study to update traffic analysis and preliminary cost estimates. Based on a preliminary social and environmental screening, a regional analysis of development prospects and a full economic analysis, this road has been preselected for upgrading with estimated EIRR of 32% (refer to Volume I and CES Interim Feasibility Study, March 2006). This has been adjusted slightly for the revised cost estimates which are significantly less than used in the economic analysis.

1.2.2 Alternatives For the majority of the road there are no real major alternatives to following the existing road Right of Way (ROW) as any completely new alignment would mean extensive land acquisition of valuable agricultural land and the consequent redundancy of the old road alignment. However there are three small towns, Gill, Dehlon and Pohir, that are congested and have difficult bends within the town area. A study was carried out of bypasses alternatives for all three and is reported in the Final Design Report (Volume 1) and Annex 2.4 Volume III Part 1. A minimum of three alternatives for each bypass, including developing the existing road, were analysed in terms of cost, land requirements, buildings affected, length of bypass, services, river crossings, trees affected and other environmental and social criteria. A multi criterion analysis was completed to find the preferred option and Public Consultations were held to present the alternatives and preferred route. Agreements were reached in the public consultations to provide bypasses for Gill and Pohir, where the existing road geometry is extremely poor and the ROW is very restricted. It was also agreed that the existing road in Dehlon be developed with a minor adjustment to the alignment to favour one side at the suggestion of the public consultation. The affected persons are generally encroachers and resettlement arrangements were agreed with the local Gurudwara which has volunteered land for the purpose. There are some minor design alternatives that have been considered. The basic road cross section (see next section) is dictated by the traffic projections and the necessary road capacity. The vertical alignment is dictated by the standards for minimum sight distances (road safety) and the requirements to raise the road where new bridges require this. The horizontal alignment is dictated by the design speed and maximum superelevation. However, we can consider minor modifications of the cross section, selecting absolute minimum standards rather than desirable standards, and reducing the design speed locally. Working within the existing ROW as much as possible all these measures have been adopted to minimise adverse social and environmental impacts (see Volume V). In some cases improvement of sharp horizontal curves, road safety at traffic junctions, providing bus bays and raising the road for bridges has necessitated land acquisition, limited to small strips along the ROW.

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Pavement alternatives include the choice of rigid or flexible pavement. Both use the same aggregate sources and similar quantities so this environmental impact is very similar for each. However rigid pavements generate considerably more traffic noise and any defects can be very expensive in terms of repair and maintenance costs. For the 15 year design life the flexible alternative is the most economic and with the noise considerations is the preferred option.

1.3 DESIGN PROPOSALS

1.3.1 Road Cross sections The full description of the design is given in the Final Design Report (Volume I) and should be read in conjunction with the Drawings (Volume IV). Details of the proposed improvements and cross sections are presented in Table 1.2. Table 1.2: Details of the proposed cross sections

S. No Chainage/ Section in km Type of Cross sections 1 9/150 to 13/000, 13/750 to 14/925, 15/300 Type 1: 2no 7.25m (4 lane) divided to 19/300, 20/600 to 23/800, 24/300 to Carriageway with 1.5m median, 1.5m paved 24/675, 27/275 to 28/200, 31/000 to shoulder and 1m earth shoulder on each side 34/750, 36/500 to 37/900, 38/400 to and side drains 39/300 and 41/600 to 43/100 2 14/925 to 15/300, 23/800 to 24/300, Type 2: As above but side drain is replaced 28/200 to 31/000, 35/800 to 36/500 and by a 1.5m flush covered drain for restricted 39/200 to 41/600 ROW rural sections 3 5/900 to 6/800, 13/000 to 13/750, 19/300 Type 3: As type 1 but earth shoulder and to 20/600, 34/750 to 35/800 and 37/900 side drain is replaced by a 1.5m raised to 38/400 covered drain for restricted ROW urban sections 4 43/100 to 45/500 Type 4: As Type 3 but no paved shoulder but sidewalk for very restricted ROW urban sections 5 6/800 to 9/150 and 24/675 to 27/275 Type 5: As type 1 but with a 3.5m median for bypasses

1.3.2 Proposed Improvements of the project road A summary of the proposed improvements is presented below ¾ Widening of existing carriageway from 2 lane to 4 lane ¾ Changes of the vertical and horizontal alignment ¾ Provision of two new bypasses ¾ Construction of new two lane bridges and culverts ¾ Providing Profile corrective course ¾ Construction of closed concrete drains in urban areas and earthen drains in rural areas ¾ Reconstruction of damaged culverts

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¾ Junction improvements ¾ Reconstruction of some sections, which are considered weak and/ low lying ¾ Overlaying of sections where the present road condition is good ¾ Provision of road signs and markings for additional safety and convenience to the road users ¾ Provision of Bus bays, pedestrian crossings and traffic calming measures in the main villages

1.4 ENVIRONMENTAL ASSESSMENT OF THE PROJECT The detailed design of the project has been closely coordinated with the preparation of the Resettlement Action Plan (RAP, see Volume VI), Environmental Assessment (EA, see Volume V) and this Environmental Management Plan (EMP). The EA preparation led to identification of potential environmental hazards and their feasible remedial measures (including avoidance, mitigation and enhancements). Public consultations were conducted for both the Environmental and Social aspects and are reported in the EA(Volume V) and the RAP (Volume VI). Based on these findings this EMP has been prepared for the implementation and will form the part of the Contract document between the Construction Contractor and PRBDB. It also defines the parallel activities that are required to be carried out by the PRBDB and the Contract Supervising Consultant (CSC). This project has been classified as Category ‘A’ and in accordance with the requirements of the World Bank, full Environmental Assessment and Environmental Management Plan has been carried out. The main consequent actions that are required to mitigate negative impacts and monitor the measures taken are given in the following sections.

1.5 SCOPE AND OBJECTIVES Based on the environmental impacts predicted, EMPs, separate for each of the construction contract packages has been prepared and incorporated in the bidding/contract documents. The EMP has been prepared as per the requirements of World Bank OP 4.01- Annex C; and along with the chainages.

Environmental Mitigation & Enhancement Measures: The recommend feasible and cost- effective measures to prevent or reduce significant negative impacts to acceptable levels. Apart from mitigation of the potential adverse impacts on the environmental component, the EMP identified opportunities that exist for the enhancement of the environmental quality along the corridor. This also includes the enhancement of specific locations as waste water ponds, enhancement of cultural property along the corridor. The EMP included management and redevelopment of quarries, borrow areas and construction camps. The EMP also includes detailed specification, bill of quantities, execution drawings and contracting procedures for execution of the environmental mitigation and enhancement measures

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suggested, separate for pre-construction, construction and operation period. In addition, the EMP includes good practice guides relate to construction. Responsibilities for execution and supervision of each of the mitigation and enhancement measures are specified in the EMP. Supervision & Monitoring: The EMP specifies the environmental supervision, monitoring and auditing requirements. The monitoring programme specify parameters, reference standards, monitoring method, frequency, duration, location, reporting responsibilities, and what other inputs ( e.g., training) are necessary.

The EMP listed all mandatory government clearance conditions, and the status of procuring clearances.

1.6 CLEARANCES REQUIRED FOR THE PROJECT The proposed Project road will not be required to take Environmental Clearance from the Ministry of Environment and Forest (MoEF), Govt. of India as; a) No section passes through the ecological sensitive areas, and b) Cost of the each bypass is less than Rs.100 crores. c) Land to be acquired for the project roads is marginal except for the bypasses. Details of the clearances required for the implementation of the project from Pollution Control Boards, Safety, Labour and other Departments are presented in Table 1.3. Most of the clearances are required to be obtained by the Construction Contractor during the pre construction stage.

Table 1.3: Clearances Required for the Project S. Clearance Department Responsibility No 1 Consent For Establishment and Consent Punjab Pollution Control Contractor for Operation of Construction Plants Board 2 Forestry Clearance for cutting of Trees State Forest Department PRBDB (Project preparation stage) 3 Permission for withdrawal of ground Central Ground Water Board/ Contractor water from the regulatory zones Authority 4 Permission for taking surface water Irrigation Department Contractor

5 Permission for Employing Labour State Labour Department Contractor 6 License for Setting up of Diesel Pumps Department of Explosives Contractor and Supplying Company 7 Registration of Workers Executing Agency of Contractor Building and other Construction Workers Act, 1996 8 Permission for opening of new quarries Department of Mines and Contractor for aggregates, if any Geology

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S. Clearance Department Responsibility No 9 PUC Certificate for Vehicles and Road Transport Department Contractor Machinery 10 Permission for setting up of labour Local Health Departments Contractor camps and Local Body 11 No Objection Certificate for the overall Punjab Pollution Control PRBDB (Project activities Board preparation stage)

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2 BASELINE AND IMPACT SUMMARY

The full details of the baseline data collection is given in the Environmental Assessment (Volume V) and this includes the locations of the 3 ambient air quality measurement stations, the 5 noise measurement stations, the two soil sample locations, the 2 groundwater sampling locations and the 3 surface water sampling locations. These same locations will be used in the monitoring programme. Mitigation measures are given in section 3. The main environmental impact issues are summarised in Table 2.1 (next page) and specific mitigation measures are given in the annexes.

2.1 NATURAL RESOURCES The Project road passes through plain terrain and the elevation of the project road varies from 243 m to 256 m above mean sea level. The proposed improvements do not involve considerable raising above the existing pavement layers. The soils encountered in the project road are generally sandy silts. Soil is required from the borrow areas in addition to the materials generated from cutting. As far as possible materials will be obtained from the existing local borrow areas. The materials generated from the cutting will be used for the embankment/ sub grade construction. All borrow areas will be operated and redeveloped in accordance with IRC 10: 1961, MoRTH and EMP clauses applicable. For aggregates boulders will be obtained from authorized suppliers and come from controlled renewable sources identified in the materials report (Volume VII).

2.2 AIR ENVIRONMENT The present levels of Suspended Particulate Matter (SPM) in the ambient air at Gill village presently exceed the standard limit stipulated by MoEF for the Residential and Rural areas and at other locations are within the stipulated limits. The present concentrations of the CO,

NOx, RPM and SO2 are within the standards stipulated by MoEF for the Residential and Rural areas at all locations. The predicted concentrations of SPM will be above the standards during 2020 and 2033 stipulated by the MoEF, unless the presently planned vehicle emission controls are implemented. Due to increase of width of the pavement and landscaping the dust levels created by the traffic will decrease. The air pollution during the construction stage may be significant if not properly managed, particularly near the working zones, construction plant sites and from the construction machinery and construction vehicles. The mitigation measures for the avoidance and mitigation of the air pollution are presented in Table 3.1 (C.4.3.1).

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Figure 2.1 Summary of Impact Issues

Issue Addressed in design Addressed in Implementation Operation Air Pollution Wider roads with paved shoulders Siting of work areas away from National Motor will reduce use of unpaved sensitive receptors. Vehicle emission shoulders. Modern well maintained controls. Reduced slow traffic queuing construction equipment. Regular air Dust suppression measures on plant, sampling diversions and haul roads Noise Pollution Impossible for project to lower Siting of work areas away from Monitor future existing high noise levels. sensitive receptors. noise levels Select flexible pavement. Temporary local impacts along the periodically Provide noise barriers for sensitive road unavoidable. receptors Flooding/Drainage Detailed assessment of bridge and Keep channels clear during Maintain bridge culvert capacities. Replace monsoon period. and culvert undersize bridges and culverts. Provide adequate road and channel channels Provide additional culverts. diversions where necessary. Improve outlet channels. Erosion Identification of erodible soils. Close control of timing of Monitor and Treatment of embankment slopes embankment treatment after bridge maintenance. and stream inlet and outlet. and earthwork operations. Borrow Areas Minimise borrow requirements Reinstate with suitable surplus No action required Select suitable sites with land excavation materials and topsoil. owners and cultivators Aggregate/Sand Use only controlled renewable Conform to regulations No action required resources Debris disposal Balance cut, fill, borrow and spoil Use scarified material in Shoulders. No action required materials. Use surplus excavated material to reinstate borrow areas. Encourage reuse of demolished building materials Site Facilities Contract documents indicate Supervision consultant approve and No action required environmental requirements check facilities Tree removal Tree cutting largely unavoidable. Control tree cutting operations. Monitor plantation Minimise by alignment selection Implement afforestation programme programme and within ROW in 1:2 ratio check survival rates Cultural Sites Minimise impact by alignment and Provide enhancement measures as No action required cross section selection and agree designed. with local community. Land Design within existing ROW where Reinstate site working areas on No action required possible. Provide shortest bypasses completion of works where social disruption outweighs loss of agricultural land. Displacement of Minimise impact by careful RAP implementation to involve Monitor PAPs selection of alignment, cross NGO to ensure policy adhered to. section and design speed. Compensation provision in accordance with Gov’t policy. Road Safety Provide median for 4 lane sections. Provide safe diversion traffic Monitor accidents Provide traffic calming measures in management methods as specified in villages with high approach speed documents. and accident prone areas. Provide pedestrian crossings. Provide high standard of road signs and markings. Provide safety barriers at bridge approaches

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2.3 NOISE LEVELS The present day time noise levels measured during November, 2005 and December, 2005 are above the stipulated limits for rural and sensitive areas at all the locations along the project road, and the night time noise levels at all the locations only just exceed the standards for rural and sensitive areas. To some extent the improved riding quality and capacity will reduce the need for breaking and acceleration and may reduce noise levels, but in the longer term increased traffic may increase these levels. As the roadside community is already having to tolerate high noise levels the impacts will be relatively low. The adverse impacts from the increase of noise during the construction stage on the nearby community will be reduced by; locating the construction plants away from the settlements, limiting the working hours and using the quiet equipment available in the market. All possible mechanical and administrative controls will be practiced to reduce the adverse impacts on the workers, in unavoidable situations personal protective equipment will be provided to the workers based on the nature of the works. The noise levels have been predicted using the Federal Highway Authority (FWHA) noise model. For the year 2010 day time noise levels vary from 72 db(A) to 78 db(A) and night time levels vary from 62 db(A) and 70 db(A). The predicated noise levels for all the locations exceed stipulated limits for residential and rural areas for the year 2020 and 2033. It is advisable to have strict control in future developments within 100m from the right of way. Three locations of sensitive receptors for the construction of the noise barriers have been identified and details are presented in Annex 9. These have been selected based on the proximity of the identified sensitive receptors (schools and hospitals) and the presence and existing height of walls. Provision has been included for additional noise barriers for sites identified during construction. A campaign of the public awareness related to the health issues will be addressed through the newspapers, consultations and distribution of pamphlets during the operation stage. The public will be advised how noise levels can be reduced by barriers such as walls and double glazed windows during the operation stage of the road.

2.4 WATER ENVIRONMENT There are 6 wastewater ponds, drains and wastewater channel present along the road. Three wastewater ponds are slightly affected by the proposed Project and will have retaining walls and enhancement measures provided. There are two major irrigation canals crossing the alignment and two minor canals. Any construction works along the water course will be carried out during the non monsoon period. Channels/ streams diversions will be constructed for maintaining the uninterrupted flow of the water for all the cross drainage structures. Degradation of water quality due to sediment transport may occur from activities like removal of trees, removal of grass cover, excavation for road and bridges and stock piling of materials during the construction activities. These will be prevented/ or reduced with proper

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stock piling, silt fencing, using in the construction of embankment/ sub grade and properly disposing. Oil interceptors will be constructed in the construction camps for the reduction of contamination of water and due to oil spills. Both the ground water and surface water will be used for the Project requirements based on the quantity of the water available and required for the Project works. The water required for the project is about 228 cum/day from various sources at various locations. There will be little negative impact on the ground water table as the ground water levels are shallow and availability of surface water is good. Due to the proposed improvement of the project 76 hand pumps/ tube wells and 6 open wells are affected. All these hand pumps/ tube wells/ open wells will be replaced or compensated. Therefore impacts on water sources will be minimal.

2.5 FLORA AND FAUNA No sensitive areas like natural habitats, bird sanctuaries, tiger forests, reserve forests, wet lands and Ramsar sites are present within the project influence area. No endangered species, wild animals are present within the Project influence area, only domestic animals are observed along the Project roads. The proposed project involves cutting of 9,365 trees. The compensatory forestation will be implemented by the State Forest Department, replacement at 2:1, and monitored by PRBDB (Table 3.1 P3). With the restricted ROW and the only option is concentric widening, it has been nearly impossible to save trees by choices of alignment without acquiring additional land. However 4,825 trees have been saved, notably on areas of horizontal realignment necessitating land acquisition and elsewhere by minimising the road cross section. The impacts on the flora and fauna are not significant and have been categorized as low.

2.6 SOCIO ECONOMIC ENVIRONMENT 2.6.1 Resettlement and Rehabilitation Socio economic aspects of the project areas were considered during the design phase to reduce the number of households affected by the proposed Project. These are almost entirely encroachers, but by selecting the two bypasses and careful adjustment of the cross section in the other restricted urban areas the social disruption has been minimised. With the exception of one area in Dehlon, where affected small shops will be relocated to land provided by the Gurudwara, the majority of affected persons have requested compensation rather than resettlement. Full details are given in the Resettlement Action Plan (Volume VI). In total 107 structures are partially affected. The proposed project envisages about 23.50 hectares of land to be acquired including the bypasses.

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2.6.2 Cultural Properties The project road is not passing through any sites of national or state level heritage, cultural and/ religious structures. However gurudwaras, temples, mosqes/ mazars are located along the project road. Seven religious structures are partially affected and discussions have been held with the leaders to discuss the preferable options. Shiv Temple (small) located at Ch 20/100 is badly affected. All partially affected structures will be modified in accordance with the requirement of the local community. For the religious structures which are located near the project road and not affected by the Project will be enhanced to increase the aesthetic values. Details of the cultural properties present along the road with the anticipated impacts and proposed replacement/ modification/ enhancement measures are given in the Resettlement Action Plan and annexes to this EMP.

2.7 SAFETY AND HEALTH ASPECTS OF THE PROJECT Road Safety Design As part of the normal engineering design practice, road safety aspects of the road design have been carefully considered and included in the design details. The design has been audited by a road safety specialist and the recommended measures have been detailed in the drawings and specifications. These include improved signs and road markings, guardrails at bridge approaches, pedestrian crossings and traffic calming measures in significant villages where approach speeds are likely to be high. The locations of all these features are given in the Volume of Drawings (Volume IV). The seven main villages on the road that are not bypassed will have traffic calming measures. Health/Safety Measures for Labours Fist Aid Boxes with first Aid leaflets will be placed at all work places and at least four sets in each Construction Camp. Some of the workers will be given the First Aid training to enable them to treat some of the emergencies at the working zones and at auxiliary sites. Arrangements with nearby health centres and local doctors will be made for treating injuries which need attention of specialist doctors. During the construction phase, workers will be provided personal protective equipment based on the nature of the work of workers. Traffic Safety Plans Safety during the construction will be considered as an integral part and high priority element of the road Project. All safety precautions will be ensured during temporary and permanent works for the road construction. For providing all required safety precautions the specific traffic management plans will be prepared and implemented during construction stage in accordance with the IRC: SP: 55 (Guidelines on Safety in Road Construction Zones). Some of the guiding drawings for the

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general arrangements of the safety measures are provided in the Contract drawings, based on these, site specific traffic management plans will be prepared and implemented during construction stage.

Handling of Petroleum Products Petroleum products such as petrol, diesel, light diesel oil, bitumen and emulsion will be handled, stored and used in accordance with the relevant rules, acts and guidelines to avoid any damage to the environment and reduce the probability of the occurrence accidents. Wastes generated from the use of the petroleum products will also disposed of safely as detailed in the relevant rules, regulations and guidelines. The rules and regulations applicable for the handling of these products are listed below; • Environmental Protection Act, 1986 • Petroleum Act, 1934

• Petroleum Rules, 2002 The Contractor has full responsibility for conforming to these rules and regulations and this will be monitored by the Supervising Consultant and the PRBDB.

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3 MITIGATION MEASURES

Details of various mitigation measures to be implemented during pre construction, construction and operation stage are presented in Table 3.1. The table also gives the details of those responsible for the implementation, supervision and monitoring of the project. Details of the monitoring programme is given in section 5 of this EMP.

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Table 3.1: ENVIRONMENTAL MANAGEMENT MEASURES

Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring PRE-CONSTRUCTION STAGE Pre-construction activities by Punjab Roads and Bridges Development Board The acquisition of land and private properties will be carried out in accordance with the LA Act 1984 PRBDB, Land Acquisition RAP and entitlement framework of the Project. and its Revenue Dept, P.1 PRBDB (If required) PRBDB has to ascertain that acquisition of land in the post design phase are addressed and Amendments, Collaborating integrated into the EMP and relevant contract documents. PRBDB Agencies Clearance of Advance notice, as per RAP shall be given to the encroachers & squatters present in the PRBDB and Encroachment/squ Corridor of Impact, who need to be relocated. All R&R activities will be undertaken. RAP P.2 Revenue PRBDB atters (change in Entitlements as per PRBDB entitlement framework will be completed before construction documents Authority land use) starts. Trees will be removed from the Corridor of Impact before the actual commencement of the MoRTH 201.6 Contractor/ work with the permission from the state Forest Department. As part of this project 7705 Agency engaged Annex 1. CSC and/ P.3 trees will be removed. by PRBDB Tree Cutting PRBDB Stacking, transport and storage of the wood will be done as per the relevant norms. Preservation of P.4 Trees Relocation of Community All community utilities and properties i.e., hand pumps, open wells, water supply lines, RAP PRBDB other P.5 Utilities and sewer lines, telephone cables, buildings and health centers will be not relocated before document Agencies and / PRBDB Common Property construction starts in the project road. Annex 2 Contractor Resources All religious property resources such as shrines, temples and mosques within the project road will not be relocated. Relocation of If there is any relocation of the religious structures may happen then it will be identified in affected Cultural accordance with the choice of the community. PRBDB in consultation with local people Annex 3 PRBDB, P.6 CSC/PRBDB and Religious will finalize those. Contractor Properties The entire process (i.e. selection of relocation sites and designs) will be under supervision of Environmental Specialist of CSC, during the construction stage by the Contractor. The relocation will be completed before the construction starts in these sites. Pre-construction activities by the Contractor/Environmental Specialist of CSC

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring P.7 Field Verification and Modification of the Contract Documents

Contractor/ The Environmental Specialist of CSC and the Contractor will carry out joint field Joint Field Environmental P.7.1 verification to ascertain any possibilities of saving trees, environmental and community PRBDB Verification Specialist of resources, if these activities are to be taken up by the construction Contractor. CSC Assessment of Contractor/ Impacts due to The Environmental Specialist of CSC will assess impacts and revise/modify the EMP and Environmental P.7.2 Changes/Revisions other required sections of the project document/s in the event of changes/revisions PRBDB Specialist of /Additions in the (including addition or deletion) in the project’s scope of work. CSC Project Work All construction plants will be sited sufficiently away from settlements and agricultural operations or any commercial establishments. Such plants will be located at least 100 m away from the nearest dwelling preferably in the downwind direction. The Contractor shall submit a detailed lay-out plan for all such sites and approval of Crushers, hot-mix Environmental Specialist of CSC shall be necessary prior to the establishment. MoRTH 111.1, Contractor/ plants and Air Pollution Environmental P.7.3 PRBDB Batching Plants Arrangements to control dust pollution through provision of wind screens, water sprinklers, Control Act, Specialist of Location and dust extraction systems will have to be provided at all such sites. and Noise Rules CSC Specifications for crushers, hot mix plants and batching plants will comply with the requirements of the relevant emission control legislations. Consent for the Establishment and Operation from PPCB shall be obtained before establishment and operation respectively and a copy should be submitted to the CSC and PRBDB. All vehicles, equipment and machinery to be procured for construction will confirm to the relevant Bureau of India Standard (BIS) norms. The discharge standards promulgated under Air Pollution the Environment Protection Act, 1986 and Motor Vehicles Act, 1988 shall be strictly Control Act, Other Construction adhered to. and Noise Contractor/ Vehicles, P.7.4 Rules and Environmental PRBDB Equipment and The quiet equipment available in the market shall be used in the Project. Motor Vehicle Specialist of SC Machinery The Contractor shall maintain a record of PUC for all vehicles and machinery used during Act, 1988 the contract period which shall be produced EO,PRBDB/ PWD’s verification whenever required. P.8 Identification and Selection of Material Sources

Finalizing soil borrow areas for borrowing earth and all logistic arrangements as well as Contractor/ compliance to environmental requirements, as applicable, will be the sole responsibility of Environmental P.8.1 Borrow Areas Annex 4 PRBDB the Contractor. Specialist of CSC The Contractor will not start borrowing earth from select borrow area until the formal

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring agreement is signed between land owner and Contractor and a copy is submitted to the CSC. Locations finalized by the Contractor shall be reported to the Environmental Specialist of CSC and he will submit the report to PRBDB. Planning of haul roads for accessing borrow areas will be undertaken during this stage. The haul roads shall be routed to avoid agricultural areas as far as possible and will use the existing village roads wherever available. The environmental personnel of the CSC will be required to inspect every borrow area location prior to approval. The CSC should include the Request for Inspection form for borrow area approval from the environmental angle. Contractor will finalize the quarry for procurement of construction materials after assessment of the availability of sufficient materials, quality and other logistic arrangements. Environmental Specialist of P.8.2 Quarry In case the contractor decides to use quarries other than recommended by DPR consultant MoRTH 111.3 Contractor CSC and (Annex 5), then the contractor should give substantiation. PRBDB Contractor will also work out haul road network and report to Environmental Specialist of CSC and CSC will inspect. He will inspect and in turn report to PRBDB before approval. The contractor will use ground /surface water as a source of water for the construction and may set up own bore well facility for construction work. Contractor may take surface water from the Irrigation Canal with the written consent from the Irrigation Department. To avoid disruption/disturbance to other water users, the contractor will extract water from Environmental Arrangement for fixed locations and consult with Environmental Specialist of CSC before finalizing the Specialist of P.8.3 Construction Contractor locations. CSC and Water PRBDB The Contractor will provide a list of locations and type of sources from where water for construction will be extracted. The contractor will need to comply with the requirements of the State Ground Water Department for the extraction and seek their approval for doing so and submit copies of the permission to CSC and PRBDB.

The sand will be procured from Identified sand mines as far as possible. If the Contractor Annex 5 All riverbeds wanted to obtain from source other than listed in EMP, substantiation shall be provided. recommended for P.9 Sand The Contractor should obtain copy of the Lease agreement of the supplier and submit to sand extraction CSC before procuring the sand. for the project.

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring COPA of Environmental Labour The contractor preferably will use unskilled labour drawn from local communities to give P.10 Contract Contractor Specialist of CSC Requirements the maximum benefit to the local community. Document and PRBDB Siting of the construction camps will be as per the guidelines below and details of layout to be approved by CSC Resident Engineer and environmental specialist. Construction Camp Construction camps will not be proposed within 500 m from the nearest settlements to Environmental Locations – Specialist of P.11 avoid conflicts and stress over the infrastructure facilities with the local community. Annex 6 Contractor Selection, Design CSC and Location for stockyards for construction materials will be identified at least 300 m from and Lay-out PRBDB water courses. The sewage and solid waste for the camp will be designed, built and operated. Environmental Arrangements for The Contractor as per prevalent rules will carry out negotiations with the landowners for Specialist of P.12 Temporary Land obtaining their consent for temporary use of lands for construction camp /construction/ Contractor CSC and Requirement borrow areas etc. PRBDB Orientation of The PRBDB shall organize orientation sessions and regular training sessions during all Implementing stages of the Project. This shall include on-site training (general as well as in the specific Contactor, CSC P.13 PRBDB Agency and context of a sub-project). These sessions shall involve all staff of PRBDB involved in the and PRBDB Contractors implementation of EMP, Environmental Specialists of CSC and Contractors. CONSTRUCTION STAGE Activities to be Carried Out by the Contractor C.1 Site Clearance

If required, vegetation will be removed from the project road before commencement of Environmental Clearing and construction. All works will be carried out such that the damage or disruption to flora other C.1.1 MoRTH 201 Contractor Specialist of Grubbing than those identified for cutting is minimized. CSC, PRBDB

Debris generated due to the dismantling of the existing road will be suitably used in the Environmental Disposal of proposed construction: Specialist and Debris from MoRTH 202 Resident C.1.2 dismantling The scarified bitumen surface will be used in the construction of the shoulders. Contractor Engineer of structures and road MoRTH 202 The Contractor will suitably dispose of unutilized debris materials either through filling up CSC, EO, surface of borrow areas located or will be given to the locals for their private use as the availability PRBDB of the materials is less due to the flat terrain and agricultural lands subject to the approval

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring of the Environmental Specialist of CSC. At locations identified for disposal of residual bituminous wastes, dumping will be carried out over a 60 mm thick layer of rammed clay so as to eliminate the possibility of leaching of wastes into the ground water. The contractor will ensure that the surface area of such a dumping pits is covered with a layer of soil and plantation will be done. The pre-designed disposal locations will be identified as part of Comprehensive Solid Waste Management Plan to be prepared by the Contractor in consultation with Environmental Specialist of CSC. Debris generated from pile driving or other construction activities shall be disposed such that it does not flow into the surface water bodies or form mud puddles in the area. The pre-identified disposal locations will be part of Comprehensive Waste Disposal Solid MoRTH:202.5 Contractor Environmental Waste Management Plan to be prepared by the Contractor in consultation and with approval Specialist of

of Environmental Specialist of CSC. Location of disposal sites will be finalized prior to CSC, PRBDB initiation of the works on any particular section of the road, if disposal is envisaged. The Environmental Specialist of CSC will approve these disposal sites after conducting a joint inspection on the site with the Contractor. MoRTH:301.3.11 Contractor will ensure that any spoils or material unsuitable for embankment fill will not be disposed off near any water course or agricultural land. Such spoils from excavation can Other Construction C.1.3 be used to reclaim borrow pits and low-lying areas located in barren lands along the project Wastes Disposal road (if is so desired by the owner/community and approved by the E. Specialist,CSC ). Non-bituminous wastes will be dumped in borrow pits covered with a layer of the soil to ensue that borrow pit is restored to original use. No new disposal site shall be created as part of the project, except with prior approval of the Environmental Specialist of CSC. All waste materials will be completely disposed and the site will be fully cleaned and certified by Environmental Specialist of CSC before handing over. The contractor at its cost shall resolve any claim, arising out of waste disposal or any non- compliance that may arise on account of lack of action on his part. The top soil from all areas of cutting and all areas to be permanently covered will be MoRTH:301.3.2, Contractor Environmental stripped to a specified depth of 150 mm and stored in stockpiles. A portion of the MoRTH:301.7, Specialist of temporarily acquired area and/or Right of Way will be earmarked for storing topsoil. The MoRTH:305.3.3 CSC, PRBDB Stripping, stocking locations for stock piling will be pre-identified in consultation and with approval of and C.1.4 and preservation of Environmental Specialist of CSC. The following precautionary measures will be taken to MoRTH:305.3.9 top soil preserve them till they are used: (a) Stockpile will be designed such that the slope does not exceed 1:2 (vertical to horizontal), and height of the pile is restricted to 2 m. To retain soil and to allow

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring percolation of water, the edges of the pile will be protected by silt fencing. (b) Stockpiles will not be surcharged or otherwise loaded and multiple handling will be kept to a minimum to ensure that no compaction will occur. The stockpiles shall be covered with gunny bags or vegetation. (c) It will be ensured by the Contractor that the top soil will not be unnecessarily trafficked either before stripping or when in stockpiles. Such stockpiled topsoil will be utilized for - ¾ Covering all disturbed areas including borrow areas, only in a case where there are to be rehabilitation ¾ Dressing of slopes of road embankment ¾ Agricultural fields of farmers, acquired temporarily land. The contractor will provide safe and convenient passage for vehicles, pedestrians and Contractor Environmental livestock to and from roadsides and property accesses connecting the project road, Specialist of providing temporary connecting road. CSC, PRBDB The contractor will also ensure that the existing accesses will not be undertaken without C.1.5 Accessibility providing adequate provisions. The contractor will take care that the cross roads are constructed in such a sequence that construction work on the adjacent cross roads are taken up one after one so that traffic movement in any given area not get affected much. Temporary diversions will be constructed with the approval of the Resident Engineer and Environmental Specialist of CSC. Detailed Traffic Control Plans will be prepared by the contractor and approved by Environmental Specialist and Resident Engineer of CSC for approval, seven days prior to commencement of works on any section of road. The traffic control plans shall contain Environmental details of temporary diversions, traffic safety arrangements for construction under traffic, Specialist and Planning for details of traffic arrangement after cessation of work each day, safety measures for night MoRTH: 112 Resident C.1.6 Traffic Diversions time traffic and precaution for transportation of hazardous materials and arrangement of and its Contractor Engineer of and Detours flagmen. amendments CSC,EO, The Contractor will ensure that the diversion/detour is always maintained in running PRBDB condition, particularly during the monsoon to avoid disruption to traffic flow. The contractor will also inform local community of changes to traffic routes, conditions and pedestrian access arrangements with assistance from CSC and PRBDB. The temporary traffic detours will be kept free of dust by sprinkling of water three times a day and as required under specific conditions (depending on weather conditions, construction in the

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring settlement areas and volume of traffic).

C.2 Procurement of Construction Material

No borrow area will be opened without permission of the Environmental Specialist of CSC. The location, shape and size of the designated borrow areas will be as approved by the Environmental Specialist of CSC and in accordance to the IRC recommended practice for borrow pits for road embankments (IRC 10: 1961). The borrowing operations will be carried out as specified in the guidelines for siting and operation of borrow areas. The unpaved surfaces used for the haulage of borrow materials, if passing through the Earth from Borrow settlement areas or habitations; will be maintained dust free by the Contractor. Sprinkling Environmental C.2.1 Areas for of water will be carried out twice a day to control dust along such roads during their period MoRTH:305.2 Contractor Specialist of Construction of use. CSC, PRBDB During dry seasons (winter and summer) frequency of water sprinkling will be increased in the settlement areas and Environmental Specialist of CSC will decide the sprinkling time depending on the local requirements. Contractor will rehabilitate the borrow areas as soon as borrowing of soil is over from a particular borrow area in accordance with the approved borrow area Redevelopment Plan.

The contractor will obtain boulders from the authorized suppliers only. The Contractor Environmental C.2.3 Quarry Operations shall submit copies of the licenses of the authorized supplier to the CSC before procuring MoRTH: 111.3 Contractor Specialist of the materials. CSC, PRBDB Contractor will maintain all roads (existing or built for the project), which are used for transporting construction materials, equipment and machineries as précised. All vehicles delivering fine materials to the site will be covered to avoid spillage of materials. Transporting Environmental Construction All existing highways and roads used by vehicles of the Contractor or any of his sub- C.2.3 Contractor Specialist of Materials and Haul contractor or suppliers of materials and similarly roads, which are part of the works, will CSC, PRBDB Road Management be kept clear of all dust/mud or other extraneous materials dropped by such vehicles. Contractor will arrange for regular water sprinkling as necessary for dust suppression of all such roads and surfaces. C.3 Construction Work

While working across or close to any perennial water bodies, contractor will not obstruct/ Disruption to Environmental prevent the flow of water. C.3.1 Other Users of MoRTH 304.3.2 Contractor Specialist of Water Construction over and close to the non-perennial streams shall be undertaken in the dry CSC, PRBDB season. If construction work is expected to disrupt users of community water bodies, notice

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring shall be served well in advance to the affected community.

Contractor will ensure that no construction materials like earth, stone, or appendage disposed off in a manner that block the flow of water of any water course and cross drainage channels. MoRTH:305.3.7 Environmental C.3.2 Drainage Contractor will take all necessary measures to prevent any blockage to the water flow. In Contractor Specialist of MoRTH: 306 addition to the design requirements, the contractor will take all required measures as CSC, PRBDB directed by the Environmental Specialist of CSC to prevent temporary or permanent flooding of the site or any adjacent area. The Contractor will not excavate beds of any stream/canals/ any other water body for borrowing earth for embankment construction. MoRTH: 306 Contractor will construct silt fencing at the base of the embankment construction for the Siltation of Water entire perimeter of any water body (including wells) adjacent to the project road and Environmental Bodies and C.3.3 around the stockpiles at the construction sites close to water bodies. The fencing will be Contractor Specialist of Degradation of Annex 7 (Silt provided prior to commencement of earthwork and continue till the stabilization of the CSC, PRBDB Water Quality Fencing) embankment slopes, on the particular sub-section of the road.

Contractor will ensure that construction materials containing fine particles are stored in an enclosure such that sediment-laden water does not drain into nearby water course. The contractor will construct slope protection works as per design, or as directed by the Environmental Specialist of CSC to control soil erosion and sedimentation through use of dykes, sedimentation chambers, basins, fibber mats, mulches, grasses, slope, drains and other devices. All temporary sedimentation, pollution control works and maintenance thereof will be deemed as incidental to the earth work or other items of work and as such no separate payment will be made for them. Slope Protection Environmental Contractor will ensure the following aspects: MoRTH: 305.2.2.2 C.3.4 and Control of Soil Contractor Specialist of Erosion ¾ After construction of road embankment, the side slopes will be covered with grass and shrub as MoRTH: 306.2 CSC, PRBDB per design specifications. ¾ Turfing works will be taken up as soon as possible provided the season is favourable for the establishment of grass sods. Other measures of slope stabilization will include mulching netting and seeding of batters and drains immediately on completion of earthworks. ¾ In borrow pits, the depth shall be so regulated that the sides of the excavation will have a slope not steeper than 1 vertical to 2 horizontal, from the edge of the final section of the bank. ¾ Along sections abutting water bodies, pitching as per design specification will protect slopes. C.4 Pollution

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring C.4.1 Water Pollution

Water Pollution The Contractor will take all precautionary measures to prevent entering of wastewater into MoRTH 111.4 Environmental C.4.1.1 from Construction streams, water bodies or the irrigation system during construction. Contractor will avoid MoRTH: 111.1 Contractor Specialist of Wastes construction works close to the streams or water bodies during monsoon. CSC, PRBDB The contractor will ensure that all construction vehicle parking locations, fuel/lubricants storage sites, vehicle, machinery and equipment maintenance and refueling sites will be located at least 500 m away from rivers and irrigation canal/ponds.

The Contractor will submit all locations and lay-out plans of such sites prior to their MoRTH: 111.4 establishment and will be approved by the Environmental Specialist of CSC. MoRTH: 111.1 Contractor will ensure that all vehicle/machinery and equipment operation, maintenance and refuelling will be carried out in such a fashion that spillage of fuels and lubricants does Annex 8 (Oil Water Pollution not contaminate the ground. Wastewater from vehicle parking, fuel storage areas, work Interceptors) Environmental C.4.1.2 from Fuel and shops, wash down and refuelling areas will be treated in an oil interceptor before Petroleum Act Contractor Specialist of Lubricants discharging into on land or into surface water bodies or into other treatment system. and Rules CSC, PRBDB In all, fuel storage and refuelling areas, if located on agricultural land or areas supporting MoEF/CPCB vegetation, the top soil will be stripped, stockpiled and returned after cessation of such Notifications storage.

Contractor will arrange for collection, storing and disposal of oily wastes to the pre- identified disposal sites (list to be submitted to CSC and PRBDB) and approved by the Environmental Specialist of CSC. All spills and collected petroleum wastes will be disposed off in accordance with Petroleum Rules and PCB guidelines. C.4.2 Air Pollution The Contractor will take every precaution to reduce the level of dust from construction plants, construction sites involving earthwork by sprinkling of water, encapsulation of dust source. MoRTH: 111.1 The Contractor will procure the construction plants and machinery which will conform to MoRTH: 111.5 Environmental the pollution control norms specified by the MoEF/CPCB/PPCB. Specialist of MoRTH: 111.9 C.4.2.1 Dust Pollution The concentration of suspended particulate matter at a distance of 40m from a construction Contractor CSC, EO, plant located in a cluster of industries should be less than 500 µg. The environmental MoRTH: 111.10 PRBDB through monitoring is to be conducted as per the monitoring plan. Contract the Engineer Alternatively, only crushers licensed by the PPCB shall be used. Required certificates and Agreement consents shall be submitted by the Environmental Specialist, EO,PRBDB through the Engineer.

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring

Emission from Contractor will ensure that all vehicles, equipment and machinery used for construction are Construction regularly maintained and confirm that pollution emission levels comply with the relevant Environmental C.4.2.2 Vehicles, requirements of CPCB and/ Motor Vehicles Rules. Contractor Specialist of Equipment and The Contractor will submit PUC certificates for all vehicles/ equipment/machinery used for CSC, PRBDB Machineries the Project. C.4.3 Noise Pollution The Contractor will confirm the following: ¾ All Construction plants and equipment used in construction shall strictly conform to the MoEF/CPCB noise standards. ¾ All vehicles and equipment used in construction will be fitted with exhaust silencers. ¾ Servicing of all construction vehicles and machinery will be done regularly and during routine servicing operations, the effectiveness of exhaust silencers will be checked and if found defective will be replaced. ¾ The equipment available in the market should be procured, if the contractor plans to purchase new equipment. For the old equipment, necessary or possible alterations must be carried out to reduce the noise levels to the possible extent. Noise Pollution: Environmental Noise from ¾ Maintenance of vehicles, equipment and machinery shall be regular and up to the Noise Rules Specialist of C.4.3.1 satisfaction of the Environmental Specialist of CSC to keep noise levels at the Published by Contractor Vehicles, Plants MoEF CSC, EO, and Equipments minimum. PRBDB At the construction sites within 150 m of the nearest habitation, noisy construction work such as crushing, operation of DG sets, use of high noise generation equipment will be stopped during the night time between 10.00 pm to 6.00 am (Annex-13). Working hours of the construction activities will be restricted around educational institutes/health centres (silence zones) up to a distance of 100 m from the sensitive receptors i.e., school, health centres and hospitals. Contractor will provide noise barriers to the suggested locations of select schools. List of locations for noise barriers is given in Annex 9. Noise monitoring shall be carried out at the locations specified in Table 5.2 by the PRBDB and the Engineer through the approved monitoring agency.

C.5 Safety

Personal Safety Contractor will provide: Environmental C.5.1 Measures for ¾ Protective footwear, protective goggles and nose masks to the workers employed in Contractor Specialist of Labour asphalt works, concrete works, crusher etc. CSC, PRBDB

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring ¾ Welder's protective eye-shields to workers who are engaged in welding works ¾ Earplugs to workers exposed to loud noise, and workers working in crushing or compaction ¾ The contractor will comply with all regulations regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. The contractor will comply with all the precautions as required for ensuring the safety of the workmen as per the International Labour Organization (ILO) Convention No. 62 as far as those are applicable to this contract. The contractor will make sure that during the construction work all relevant provisions of Building and other Construction Workers (regulation of Employment and Conditions of Services) Act, 1996 are adhered to. The contractor will also ensure that no paint containing lead or lead products is used except in the form of paste or readymade paint. Contractor will provide facemasks for use to the workers when paint is applied in the form of spray or a surface having lead paint dry is rubbed and scrapped. The Contractor will mark ‘hard hat’ and ‘no smoking’ and other ‘high risk’ areas and enforce non-compliance of use of PPE with zero tolerance. These will be reflected in the Construction Safety Plan to be prepared by the Contractor during mobilization and will be approved by CSC and PRBDB. Details of the Personal Protective Equipment to be Provided for protection of different parts of the body from different activities have been given in Annex 10 Health Card systems should be introduced to ensure effective implementation of safety of the workers. The Contractor will and provide, erect and maintain all traffic safety measures during construction such barricades, including signs, markings, flags, lights and flagmen as proposed in the Traffic Control Plan/Drawings and as required by the Environmental Specialist of CSC for the information and protection of traffic approaching or passing MoRTH: 112.4 Environmental C.5.2 Traffic and Safety through the section of any existing cross roads. MoRTH: 112.1 Contractor Specialist of The Contractor will ensure that all signs, barricades, pavement markings are provided as IRC: SP:55 CSC, PRBDB per the MoRTH specifications.. Approximate quantity of safety equipment may available for site works within 10 km at any time is given in Annex 11 as a guideline to the Contractor. The Contractor will take all required precautions to prevent danger from electrical C.5.4 Risk from Contractor Environmental Electrical equipment and ensure that- Specialist of

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring Equipment(s) ¾ No material will be so stacked or placed as to cause danger or inconvenience to any CSC, PRBDB person or the public. ¾ All necessary fencing and lights will be provided to prevent entry of public in construction zones. ¾ Bare wires should not pass on the ground ¾ Loose joints should not allow on the ground ¾ All the switch boxes and joints should be placed in weather protected box

The contractor will take all reasonable precautions to prevent danger to the workers and Contract public from fire, flood etc. resulting due to construction activities. Environmental Risk Force Agreement and C.5.5 Building and Other Contractor Specialist of Measure The contractor will make required arrangements so that in case of any mishap all necessary steps can be taken for prompt first aid treatment. Construction Safety Plan prepared by the Construction CSC, PRBDB Workers Act, 1996 Contractor will identify necessary actions in the event of an emergency.

The contractor will arrange for - ¾ a readily available first aid unit including an adequate supply of sterilized dressing Environmental materials and appliances as per the Factories Rules in every work zone Contract C.5.6 First Aid Contractor Specialist of requirement ¾ availability of suitable transport at all times to take injured or sick person(s) to the CSC, PRBDB nearest hospital ¾ Equipment and trained nursing staff at construction camp. The contractor will provide, erect and maintain informatory/safety signs, hoardings written Environmental Informatory Signs MoRTH: 801 C.5.7 in English and local language, wherever required or as suggested by the Environmental Contractor Specialist of and Hoardings Specialist of CSC,EO with as per IRC and MoRTH specification. MoRTH: 802 CSC, PRBDB

C.6 Flora and Fauna: Plantation/Preservation/ Conservation Measures

The contractor will do turfing on embankment slopes, plantation of shrubs as specified in the Contract. The compensatory forestation will be carried out by the State Forest Department. Environmental Road side C.6.1 Annex 12 Contractor Specialist of Plantation Strategy Minimum 80 percent survival rate of the saplings will be acceptable otherwise the Contractor/ Forest Department will replace dead plants at his own cost. CSC, PRBDB The Environmental Specialist of CSC will inspect regularly the survival rate of the trees planted by the Contractor in accordance with the plantation strategy suggested.

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring The contractor will take reasonable precaution to prevent his workmen or any other persons from removing and damaging any flora (plant/vegetation) and fauna (animal) including fishing in any water body and hunting of any animal. If any wild animal is found near the construction site at any point of time, the Contractor Environmental Flora and Chance C.6.2 will immediately upon discovery thereof acquaint the Environmental Specialist of CSC and Contractor Specialist of found Fauna carry out the instructions for dealing with the same. CSC, PRBDB The Environmental Specialist of CSC will report to the near by forest office (range office or divisional office) and will take appropriate steps/ measures, if required in consultation with the forest officials. All fossils, coins, articles of value of antiquity, structures and other remains or archaeological interest discovered on the site shall be the property of the Government and shall be dealt with as per provisions of the relevant legislation. The Contractor will take reasonable precautions to prevent his workmen or any other Chance Found Environmental persons from removing and damaging any such article or thing. He will, immediately upon C.6.3 Archaeological Contractor Specialist of discovery thereof and before removal acquaint the Environmental Specialist of CSC of such Property CSC, PRBDB discovery and carry out the CSC's instructions for dealing with the same, waiting which all work shall be stopped. The CSC will seek direction from the Archaeological Survey of India (ASI) before instructing the Contractor to recommence the work in the site.

C.7 Labour Camp Management

Contractor will follow all relevant provisions of the Building and the other Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996 for construction and maintenance of labour camp. The location, layout and basic facility provision of each labour camp will be submitted to Contract Environmental C.7.1 Accommodation CSC and PRBDB prior to their construction. Agreement Contractor Specialist of The Construction will commence only upon the written approval of the Environmental CSC, PRBDB Specialist of CSC. The Contractor will maintain necessary living accommodation and ancillary facilities in functional and hygienic manner and as approved by the CSC. The Contractor will construct and maintain all labour accommodation in such a fashion that Contract Environmental uncontaminated water is available for drinking, cooking and washing. C.7.2 Potable Water Agreement Contractor Specialist of The Contractor will also provide potable water facilities within the precincts of every IS: 10500- 1991 CSC, PRBDB workplace in an accessible place, as per standards set by the Building and other

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996. The contractor will also guarantee the following: a) Supply of sufficient quantity of potable water (as per IS) in every workplace/labor camp site at suitable and easily accessible places and regular maintenance of such facilities. b) If any water storage tank is provided that will be kept such that the bottom of the tank at least 1meter above the surrounding ground level. c) If water is drawn from any existing well, which is within 30meters proximity of any toilet, drain or other source of pollution, the well will be disinfected before water is used for drinking. d) All such wells will be entirely covered and provided with a trap door, which will be dust proof and waterproof. e) A reliable pump will be fitted to each covered well. The trap door will be kept locked and opened only for cleaning or inspection, which will be done at least once in a month. f) Testing of water will be done every month as per parameters prescribed in IS 10500- 1991. Environmental Specialist of CSC will be required to inspect the labour camp once in a week to ensure the compliance of the EMP. The contractor will ensure that - ¾ the sewage system for the camp are designed, built and operated in such a fashion that no health hazards occurs and no pollution to the air, ground water or adjacent water courses take place ¾ separate toilets/bathrooms, wherever required, screened from those from men (marked Environmental Sanitation and MoRTH: C.7.3 in vernacular) are to be provided for women Contractor Specialist of Sewage System 114.14 CSC, PRBDB ¾ adequate water supply is to be provided in all toilets and urinals ¾ Night soil can be disposed of with the help of local municipal extractor or disposed of by putting layer of it at the bottom of a permanent tank prepared for the purpose and covered with 15 cm. layer of waste or refuse and then covered with a layer of earth for a fortnight. The contractor will provide garbage bins in the camps and ensure that these are regularly emptied and disposed off in a hygienic manner as per the Comprehensive Solid Waste C.7.4 Waste Disposal Management Plan approved by the Environmental Specialist of CSC. Preferably Contractor shall operate a compost pit for the disposal of biodegradable wastes. C.8 Contractor’s Demobilization

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring Environmental The PRBDB will undertake seasonal monitoring of air, water, noise and soil quality Contractor Environmental Conditions through an approved monitoring agency. The parameters to be monitored, frequency and Specialist of C.8.1 duration of monitoring as well as the locations to be monitored will be as per the CSC and Monitoring Plan prepared. National Standard of Air, Noise and Water given in Annex 13 PRBDB, NHAI The Environmental Specialist of CSC will have continuous interactions with local people Environmental Continuous Environmental around the project area to ensure that the construction activities are not causing undue Specialist of C.8.2 Community Specialist of inconvenience to the locals residing in the vicinity of project site under construction due to CSC and Participation CSC noise, dust or disposal of debris etc. PRBDB, NHAI

Contractor will prepare site restoration plans, which will be approved by the Environmental Specialist of CSC. The clean-up and restoration operations are to be implemented by the Contractor prior to demobilization. The Contractor will clear all temporary structures; dispose all garbage, night soils and POL (Petroleum, Oil and Lubricants) wastes as per Comprehensive Waste Management Plan and as approved by CSC. Clean-up Environmental Operations, All disposal pits or trenches will be filled in and effectively sealed off. Residual topsoil, if C.8.3 Contractor Specialist of Restoration and any will be distributed on adjoining/ proximate barren land or areas identified by the CSC, PRBDB Rehabilitation Contractor and approved by the Environmental Specialist of CSC in a layer of thickness of 75 mm-l50 mm. All construction zones and facilities including culverts, road-side areas, camps, Hot Mix plant sites, Crushers, batching plant sites and any other area used/affected due to the project operations will be left clean and tidy, at the Contractor's expense, to the entire satisfaction to the Environmental Specialist of CSC. C.9 Construction Activities by PRBDB/PWD Tree Plantation The plantation at the following locations will be implemented by the PRBDB through the Annex 14 State Forest C.9.1 State Forest Department; i). Road side, ii) enhancement sites, iii). Forest land iv). Department PRBDB (EMS-14) Community Forestation OPERATION STAGE Activities to be Carried Out by the PRBDB/ PWD The PRBDB will monitor the operational performance of the various mitigation/ Monitoring enhancement measures carried out as a part of the project. O.1 Operation The indicators selected for monitoring include the survival rate of trees; utility of Table 5.3 PRBDB/PWD PRBDB/PWD Performance enhancement provision made under the project; status of rehabilitation of borrow areas; and effectiveness of noise barriers.

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Responsibility S. Environmental Reference Management Measures No. Issue document Planning and Supervision/ Execution Monitoring PWD will ensure that all drains (side drains, median drain and all cross drainages) are Maintenance of O.2 periodically cleared especially before monsoon season to facilitate the quick passage of PRBDB/PWD PRBDB/PWD Drainage rainwater and avoid flooding.

The periodic monitoring of the ambient air quality, noise level, water (both ground and Pollution Pollution O.3 surface water) quality, soil quality in the selected locations as suggested in pollution Table 5.2 Monitoring PRBDB/PWD Monitoring monitoring plan through the PPCB or its approved monitoring agency. Agency

Soil Erosion and Visual monitoring and inspection of soil erosion at borrow areas, quarries (if closed and O.4. Monitoring of rehabilitated), embankments and other places expected to be affected, will be carried out PRBDB/PWD PRBDB/PWD Borrow Areas once in every three months as suggested in monitoring plan.

PRBDB/PWD, PRBDB/PWD Necessary hoardings will be erected indicating the availability of ROW and legal charges Revenue Changes in Land O.5 for encroachment of RoW. Budgetary provisions are to be made to control the ribbon Department and Use Pattern development along project road. Local Civic Bodies PRBDB/PWD

Removal of Dead Dead animals lying on the road should be removed and buried away from the nearby Local O.6 PRBDB/ PWD Animals residences. Authorities

However the public will be advised to construct the noise barriers such as walls, double glazed windows Public awareness and tree plantation between the roads and their property O.7 on Noise levels PRBDB PRBDB The public awareness is necessary regarding the human health through the news papers and and Health Affects consultations and distribution of pamphlets during the operation stage.

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4 ENHANCEMENT MEASURES

Environmental Enhancements refer to the positive actions to be taken up during the implementation of the Project for the benefit of the road users and the communities living close to Project road and are in addition to the mitigation measures proposed. Provisions for enhancement sites are included in the Specifications and Bills of Quantities and details of the locations are given in the volume of drawings and Annex 3A of this EMP. As well as the specific enhancements identified in the Volume of Drawings some provison is included for additional sites that may be identified during construction. Enhancement measures have been included for the following environmental components: • Enhancement of wastewater ponds • Enhancement of Cultural properties • Enhancement of incidental spaces

4.1 WASTEWATER PONDS The criteria for selection of wastewater ponds for enhancement are: • The sites directly impacted by the Project and are in active use of the community. These should essentially be community properties, and not under private ownership. • The sites not directly impacted, being a part of a religious structure or any other property, but still can be of visual as well as social importance. • Proper bund protections, plantation of shade and ornamental trees are integral part of the enhancement. Enhancements are aimed at improving the present status of wastewater bodies, which can be of more use to the local community. The enhancement includes general landscaping. There will not be much impact on the wastewater bodies present along the road and these wastewater ponds are being used for treating the wastewater of the nearby settlement. For such community ponds proper edge protection will be given in the form of brick pitching or stone pitching or concrete retaining walls.

4.2 CULTURAL PROPERTIES The details of the relocation of the cultural properties have been given in the Resettlement Action Plan. The scope for enhancement includes the possibility of any further improvement, availability of space for enhancements and the likely benefits for the local community as well as the road users.

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The sites having good scenic beauty and ample space for parking and sitting are conceived as potential stopovers. Shading and pleasant views are considered important in such places. The presence of ponds near stopover is considered preferable as it gives pleasant view. The incidental spaces resulting due to change in alignment of the road are proposed to be developed as landscaped green areas to improve the visual quality of the road. Tree plantations are suggested only at those places where the local people are willing to take care of the trees, as maintenance of trees is a major issue. Community space Some selected areas identified along the Project road rendered important for the local communities may be enhanced. There are possibilities of combinations of different types of cultural properties, e.g. a temple with incidental space in front or any interesting combination of community features.

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5 MONITORING PROGRAM

The monitoring program consists of performance indicators, reporting formats and necessary budgetary provisions. Monitoring plan for performance indicators and reporting system is presented in the following sub sections. Budgetary provisions are presented in Section 7. All monitoring of baseline data will be carried out at all the locations used for the collection of the baseline data (see EIA Volume V) The monitoring plan with the following objectives • To ensure effective implementation of the EMP • To comply with all applicable environmental, safety, labour and local legislations • To consider the public obligations and attend if feasible within the project scope • To modify the mitigation measures or implementing additional measures, if required

5.1 PERFORMANCE INDICATORS Environmental components identified of particular significance in affecting the environment at critical locations have been suggested as Performance Indicators (PIs). The Performance Indicators shall be evaluated under three heads as: (a) Environmental condition indicators to determine efficacy of environmental management measures in control of air, noise, water and soil pollution. (b) Environmental management indicators to determine compliance with the suggested environmental management measures. (c) Operational performance indicators have also been devised to determine efficacy and utility of the proposed mitigation measures. The Performance Indicators and monitoring plans prepared for Ludhiana - Malerkotla section are presented in Table 5.1. Details of the performance indicative parameters for each of the component have to be identified and reported during all stages of the implementation.

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Table 5.1: Performance Indictors and Monitoring Plans

S. Description of Item Indicator Stage Responsibility No 1 Verification and Identification of the soil Borrow Area and Pre Construction Contractor borrow areas and quarries Quarries 2 Identification of location for the Construction Camps Pre Construction Contractor Construction camp and Construction Plant and Plant Sites sites 3 Progress on the tree removal Tree cutting Pre Construction PRBDB 4 Location of the temporary storage areas for Storage of excavated Pre Construction Contractor storage of the excavated materials to be used materials and Construction in embankment and sub grade 5 Implementation of mitigation measures Prevention/ Control of Construction Contractor specified in the Table 3.1 Pollution 7 Statutory environmental monitoring as per Environmental status at Construction Contractor the conditions stipulated in the consents / Construction Plant permissions issued by various departments Sites 8 Environmental parameter monitoring in Air Quality Construction and PRBDB through accordance with the frequency and duration Noise Quality Operation external agency. of monitoring as well as the locations as per Soil Quality the Monitoring Plan given in Table 5.2 Water Quality Before the onset of monsoon all the Silting of Water bodies Construction Contractor and debris/excavated material shall be cleaned should be from the banks and streams and disposed/ supervised by the stockpiled properly away from the water Environmental bodies where the work is in progress Specialist of CSC. 9 Implementation of the enhancement Enhancements Construction Contractor measures suggested for the wastewater ponds, cultural properties and incidental spaces 10 Plantation of shrubs and grass in Landscaping Construction and Contractor enhancement sites and incidental spaces Defect Liability Period 11 Compensatory Forestation and Reporting of Tree Plantation and Construction and Forest Department the Survival Rate. The survival rate should Survival Operation Stage and PRBDB be monitored and reported on quarterly basis. 12 Verification of the borrow areas Status of Borrow Area Operation Stage PRBDB redevelopment as specified in the redevelopment plan and satisfaction of the owners 13 Educating the public about the increase of Health of the public Operation Stage PRBDB noise levels and its impacts on the health of human with advises for reduction of the noise levels

5.2 MONITORING PLAN FOR ENVIRONMENTAL CONDITIONS For each of the environmental condition indicators, the monitoring plan specifies the parameters to be monitored, location of the monitoring sites, frequency and duration of monitoring. The monitoring plan also specifies the applicable standards, implementation and supervising responsibilities. The monitoring plan and details of monitoring locations for environmental condition indicators of the project during the construction and operation stage are presented in Table 5.2. The monitoring will be carried out by PRBDB through the approved agency and will be supervised by the Environmental Experts of the CSC and PRBDB.

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Table 5.2: Environmental Monitoring Plan

Number of Project Attribute Parameter Special Guidance Standards Frequency Duration Location samples Implementation Stage per season CO, NOx, SPM, High volume sampler to be Air (prevention Once in every season 24 hours Sampling Construction Plant Sites RPM, and SO2 located 50 m from the and Control of for three seasons and Work Zones 4 PRBDB Construction plant in the downwind Pollution) Rules, (except monsoons) per Air direction. Use method CPCB, 1994 year for each year of specified by CPCB for Construction analysis Once in summer and 24 hours Sampling Road side Operation winter for 5 years 2 PRBDB All essential Grab sample collected Indian Standards One in every season for Grab Sampling Drinking water samples 4 characteristics and from source and analyse as for Inland Surface all four seasons from the labour camps and Construction some of desirable per Standard Methods for Waters (IS: 2296, from hand pumps Surface PRBDB characteristics as Examination of Water and 1982) and for water from the water Water decided by the Wastewater Drinking Water courses near the work sites Environmental (IS : 10500 - One in every season for Grab Sampling Surface water sources 2 Operation Specialist of the 1991) all four seasons CSC and PRBDB PRBDB Noise levels on dB Equivalent noise levels MoEF Noise Once in every season Leq in dB(A) of Near the construction Noise (A) scale using an integrated noise Rules, 2000 during the Construction day time and night camps, working zones, As desired PRBDB** Construction level meter kept at a stage time sensitive receptors and distance of 15 from edge of construction plant sites pavement Noise levels on dB Equivalent noise levels MoEF Noise Once every seasons for Leq in dB(A) of Sensitive receptors (A) scale Noise using an integrated noise Rules, 2000 5 year after completion day time and night As desired PRBDB** Operation levels on dB (A) level meter kept at a of construction activity. time scale distance of 15 from edge of pavement Monitoring of Pb, Sample of soil collected to Threshold for each During the Pre monsoon Grab Sampling Construction Camp/ plant SAR and Oil & acidified and analysed contaminant set by & Post monsoon season sites and productive 4 PRBDB Soil Grease using absorption IRIS database of each year for the entire agricultural lands abutting Construction spectrophotometer USEPA until construction period traffic detours and traffic national standards diversions and major are promulgated intersections. Grab Sampling Surface water sample 2 Soil PRBDB Operation Monitoring after any major accidents / spillage during bulk transport of hazardous material. Depending on the type of spillage/accident the parameters to be PRBDB monitored will be decided by the Engineer apart from those mentioned above. ** PRBDB will receive a noise level meter purchased through this contract.

Note Monitoring will be carried out at all locations used for collection of primary data in the study (see Volume V) .

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5.3 REPORTING SYSTEM Reporting system for the suggested monitoring program operates at two levels: (a) Reporting for environmental condition indicators and environmental management indicators (b) Reporting for operational performance indicators at the PRBDB level. Environmental monitoring involves regular checking of the environmental management issues detailed in the EMP and to ascertain whether the mitigation measures are going according to the EMP along with the progress of the works. It provides the necessary feedback for Project management to keep the program on schedule. The evaluation is essentially a summing up of the project assessment and whether those activities have actually achieved their expected outcomes. The Contractor, CSC and PRBDB operate the reporting system for environmental condition and environmental management indicators. The reporting system to be operated by various stake holders is presented in Table 5.3. Reporting formats for Contractors and Supervision consultants have been prepared, which will form the basis of the implementation by the Contractor and monitoring by the CSC and PRBDB. The list of reporting formats prepared for the Project is presented in Table 5.4 and Formats are presented in Annex 14. • The reporting system will start with the Construction Contractor who is the main executor of the implementation activities. The Contractor will report to the Supervision Consultant, who in turn shall report to the PRBDB. As a check on that the Independent Environmental Review Consultant for EMP compliance will carry out the independent review of EMP compliance and submit a draft and final half yearly report to PRBDB along with note specifying the critical issues along with suggested actions necessary to be take by the PRBDB/ CSC/ Contractor. • The Contractor will submit monthly and quarterly environmental compliance report along with formal monthly and quarterly report to the CSC. • The CSC will submit separate quarterly environmental monitoring report to PRBDB in addition to submission of the summary of the activities of the month in the formal monthly report including deviations and corrective actions • PRBDB will be responsible for the preparation of the targets for identified non compliances in association with independent environmental reviewer for the EMP compliance. • Solutions for further effective implementation may also emerge as a result of the compliance monitoring reports. • Photographic records will also be established to provide useful environmental monitoring tools.

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• A full record will be kept as part of normal Contract monitoring. Reporting and Monitoring Systems for various stages of construction and related activities have been proposed in Table 5.3 and 5.4 to ensure timely and effective implementation of the EMP. • The operation stage monitoring reports may be annual or biannual, provided the Project Environmental Completion Report shows that the implementation was satisfactory. This reporting will be as follows: Reporting by the Contractor to the CSC Reporting by SC to PRBDB Reporting by PRBDB for the information of all interested parties

Table 5.3: Reporting System

Item Contractor Supervision Consultant PRBDB World Bank (SC) (WB) Implementation Oversee Desired Reporting to Report to and Reporting Supervision Compliance Supervision PRBDB WB to SC Monitoring Construction Stage Monitoring of Before start of Construction site and Regular Quarterly Quarterly Half yearly work construction camp After Pollution Monitoring As required As required Quarterly Quarterly Half yearly Monitoring Monitoring of Implementation Regular Quarterly Quarterly Half yearly Yearly Enhancements Top Soil Weekly Weekly Monthly Quarterly Half yearly Yearly preservations Borrow area Regular Weekly Monthly Quarterly Half yearly Yearly

Tree cutting Weekly Weekly Monthly Quarterly Half yearly Yearly

Tree plantation Monthly Monthly Monthly Quarterly Half yearly Yearly

Operation Stage As per Twice during After Pollution Monitoring monitoring operation monitoring plan phase

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Table 5.4: Summary Details of Reporting Formats

Forest Construction Supervision Contractor Department Consultant (CSC) Format Item Stage Implementation No. Implementation & Repotting to & Reporting to Supervision Reporting to Engineer PRBDB PRBDB Identification of temporary Pre- One Time - One Time One Time storage yards and Construction Management Plan EMS1 Approval of Construction Pre- One Time - One Time One Time Camp/ Plant site and its Construction Management Plan EMS2 Approval of Borrow Pre- General -One Time - Regular Quarterly Management Plan(General Construction Specific redevelopment and Specific) plan – one for each borrow area Solid Waste Management Pre- General -One Time -- Regular Quarterly Plan (General and Specific) Construction Specific plan – one for each camp or plant site EMS3 Construction Camp and Construction Monthly Regular Quarterly Plant Site Management EMS4 Top Soil Management Construction Monthly Regular Quarterly

EMS 5 Pollution control and Construction Monthly Regular Quarterly construction plants Pollution Monitoring Construction - - Quarterly and Operation EMS 6 Vehicles and Pollution Construction Monthly Regular Quarterly Control EMS 7 Details of the DG sets and Construction Monthly Regular Quarterly pollution control EMS 8 Details of Oil Storage Construction Monthly Regular Quarterly

EMS 9 Working at Water courses Construction Monthly Regular Quarterly and Pollution Control EMS 10 Details of Water Extraction Construction Monthly Regular Quarterly

EMS 11 Details of Personal Construction Monthly Regular Quarterly Protective Equipment EMS 12 Status of Consent for Water Construction Half yearly Half yearly Half yearly extraction EMS 13 Deviations and Corrective Construction -- -- Monthly Quarterly Actions EMP 14 Tree Plantation Construction Quarterly Quarterly and Operation EMS 15 Plantation of Shrubs and Construction As applicable As As applicable grass and Operation Applicable EMS 16 Implementation of Construction Monthly Regular Quarterly Enhancement Measures for Cultural Properties, Water bodies and Incidental Spaces Status Regarding Operation Half yearly Rehabilitation of Borrow Areas Noise barrier Construction Operation As applicable Quarterly Quarterly

Survival rate of plants Operation Quarterly Quarterly

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The Environmental Officer of CSC can make required changes in the Formats specified in Annex 14 of EMP to ensure effective reporting of environmental issues. Some of the formats should be included in the Request for Inspection such as borrow area approval request. For making any required changed in the frequency of reporting and change in the contents of the report for effective and simple for implementation and monitoring, CSC should discuss the reporting formats with Contractor and PRBDB. These will not only ensure that the environmental provisions are addressed but also link the satisfactory compliance to environmental procedures prior to approval of the Interim Payment Certificate (IPC) by the Engineer. In the regular monthly meeting the environmental aspects should also be discussed and the staff responsible for the implementation of the environmental management from the Contractor, Client and CSC should also present.

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6 INSTITUTIONAL ARRANGEMENTS

The Punjab Roads and Bridges Development Board (PRBDB) has been entrusted the responsibility of successful implementation of the Punjab State Road Sector Project funded by the World Bank.

PRBDB is headed by the Chief Engineer who will be responsible for the successful implementation of the Project. The Chief Engineer will be assisted by the Project Director, Contract Management Unit, Project Management Information System, Environmental and Social Expert at the head office. The Executive Engineers and supporting staff as Employers representatives nominated for the project will be responsible for the implementation of the Projects under his division. The PRBDB is a small and efficient management organisation and is supported by a large number of competent highway professionals that can be drawn from the Public Works Department. The Environmental and Social Expert of PRBDB will look after the environmental issues during the project preparation, implementation and operation with the assistance of the Environmental Specialist of the Project Design and Supervision Consultant. The structure is shown in more detail in Volume V section 9 and is summarised in Figure 6.1(next page). The Contract Supervision Consultants (CSC) has planned to have 19 professional and sub- professional staff and a support staff of 24, and this team will supervise the 3 contracts of package 3. The key staff will include the senior Resident Engineer and 14 full time engineers and quantity surveyors, plus short term inputs from a social specialist, an environmental specialist, a contract specialist and a training specialist. The Environmental monitoring during the design and construction phase will be carried out by an Independent Environmental Reviewer who has been appointed for this project. During the operation stage monitoring will be carried out by PRBDB with the help of the environmental monitoring agencies approved by the State or Central Pollution Control Board.

6.1 INTEGRATION OF EMP WITH THE PROJECT The environmental mitigation measures for the protection of the environment impacted by the project activities are presented in Table 3.1. Detailed environmental monitoring plans for air, noise, soil and water quality is presented in Table 5.3. Tentative reporting formats for the reporting of the environmental aspects of the Contract are also presented in the EMP in (Annex 14), these reports must be reviewed by CSC and discussed with Contractor and PRBDB within 2 months of mobilization of the Construction Contractor

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Chief Engineer PWD (PRBDB)

PROJECT DIRECTOR

Contract Environment Plans Employer Representative Management Unit Implementation Units (PWD EE(1) & SE (2)

State Forest Dept

Pollution Monitoring Agency

Project Manager

CSS Environmental Team Leader Specialist Environmental Engineers

Dy. Resident Resident Engineer Engineer

Figure 6.1: Organizational Setup for the Implementation of EMP

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or before commencement of the works. The environmental measures suggested as part of contract broadly fall into the following categories:

• Specific Items shown in the volume of drawings, specifications and in the BOQ and summarised in this EMP.

• Management measures that are stand-alone items and can be implemented by the Contractor (as provision of oil interceptors, regulatory monitoring of environmental components etc) • Management measures that are to be taken up by the Contractor as part of permanent works in accordance with good engineering practices • Enhancement measures including measures not directly related to the road construction (enhancement of cultural properties, common property resources such as wastewater ponds etc). The environmental management measures have been incorporated into the permanent and temporary work items. Separate provisions have been made in the BOQ for the items which can be quantified separately. Other items that are specified but not priced separately in the BOQ are to be included in the Contractors rates.

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7 BUDGETORY PROVISIONS

Mitigation measures proposed in the EMP will be implemented by the Contractor with the exception of the tree planting which will be implemented by the Department of Forestry. The works to be undertaken by the Contractor have been quantified and the quantities included in the respective BOQ items such as earth works, slope protection, noise barriers, road safety features, and shrub plantation. Provisional quantities have also been included for additional measures that may be identified during construction and for silt fencing which will depend on the Contractors work methods and site locations. Items and quantities have also been included for enhancement measures. More general environmental management measures to be followed by the contractor have been included in the specifications and this EMP. These cannot be quantified and are to be included in the contract rates. The costs of environmental monitoring, which will be carried out by PRBDB, have been estimated and for which PRBDB will provide the necessary Budget. The noise meter for PRBDB monitoring will be purchased through the Contractor and has been included in the BOQ of this contract. The budgetary provisions for the implementation of the environmental management plan of the Project are presented in Table 7.1.

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Table 7.1: Environmental Budget for Ludhiana – Malerkotla Section S.NO Description of Item Stage Unit Quantity Unit Cost Total Budget (Rs) Cost (Rs) allocation 1 Environmental Enhancements

1. Bund Protection With Soil Cum 500 125 62500 Contractor Brick Masonry Cum 120 1740 208800 Construction 2 Plantation of Shrubs Nos 1200 40 48000

3 Gross turf Sq.m 1800 16 28800

4 Paving with Bricks at enhancement sites Cum 250 1740 435000 2 Silt Fencing Construction Meters 250 300 75000 Contractor 3 Noise Barrier ( Raising of existing brick wall / with foundation ) Cum 200 1740 348000 Contractor 4 Diversion of water courses Construction Covered in contract rates Contractor 5 Dust Suppression Construction Covered in contract rates Contractor Sub Total 1,206,100 6 Pollution Monitoring 6.1 Air Quality Monitoring for SPM, RPM, SO2, NOx, and CO for summer, Construction Number 24 3000 72000 PRBDB winter and post monsoon (4 Samples per season for 2 years) 6.2 Air Quality Monitoring for SPM, RPM, SO2, NOx, and CO for summer Operation Number 20 3000 60000 PRBDB and winter season (2 Samples for 5 years) 6.3 Water Quality Monitoring (4 Samples for four seasons for 2 years) Construction Number 32 5000 160000 PRBDB 6.4 Water Quality Monitoring (2 Samples for all seasons for 5 years) Operation Number 40 5000 200000 PRBDB

6.5 Soil Quality Monitoring (2 Samples for four seasons for 2 years). Construction Number 16 3500 56000 PRBDB

6.6 Soil Quality Monitoring Operation 20 3500 70000 PRBDB (1 Sample for 5 years for four seasons).

6.7 Monitoring of Noise Levels Construction and Monitored by Department using the Instrument Purchased Operation under the project 7 Tree Plantation Construction and Number 15000 PRBDB Budget Operation (Approximate) Sub Total *618,000 Total Budget *1824100 *Note: Tree Planting not included

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ANNEXURE

Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-MALERKOTLA) June 2006

Annex -1 Details of the Trees Affected due to Proposed Project Roads

Chainage RHS LHS (km) 30-60 60-90 90- 180- >270 Total 30-60 60-90 90- 180- >270 Total 180 270 180 270 5.9 6.0 1 4 4 7 0 16 11 7 6 1 0 25 * 6.0 9.0 62 38 27 4 2 133 68 31 15 3 2 119 9.0 10.0 124 92 33 9 1 259 67 41 17 5 1 131 10.0 11.0 113 65 24 5 1 208 146 64 25 9 0 244 11.0 12.0 38 18 35 4 4 99 63 66 46 9 4 188 12.0 13.0 17 48 63 10 0 138 4 47 110 2 0 163 13.0 14.0 12 18 47 10 4 91 20 28 28 4 2 82 14.0 15.0 10 7 16 3 2 38 23 21 24 3 3 74 15.0 16.0 65 31 28 1 2 127 94 94 31 3 1 223 16.0 17.0 100 90 28 5 0 223 107 93 46 10 0 256 17.0 18.0 70 45 35 23 2 175 45 37 35 17 1 135 18.0 19.0 1 5 9 6 0 21 5 18 25 6 7 61 19.0 20.0 5 7 44 10 0 66 16 17 39 7 0 79 20.0 21.0 59 26 31 11 3 130 52 42 31 4 2 131 21.0 22.0 127 32 18 19 6 202 113 77 37 21 1 249 22.0 23.0 63 10 23 11 6 113 13 19 36 16 3 87 23.0 24.0 2 10 29 5 0 46 7 8 45 7 0 67 * 24.0 26.0 9 11 10 8 1 39 0 7 35 5 2 49 26.0 27.0 32 15 57 6 0 110 3 20 92 14 1 130 27.0 28.0 123 13 33 2 1 172 42 14 46 4 1 107 28.0 29.0 70 11 19 0 0 100 12 17 29 0 1 59 29.0 30.0 112 88 83 4 0 287 60 59 47 4 0 170 30.0 31.0 100 53 102 10 0 265 60 32 81 15 0 188 31.0 32.0 112 32 62 6 0 212 65 43 51 7 0 166 32.0 33.0 152 46 36 5 0 239 80 66 69 6 0 221 33.0 34.0 66 32 39 7 1 145 77 47 41 7 1 173 34.0 35.0 99 25 12 0 0 136 69 81 21 2 0 173 35.0 36.0 157 61 11 1 0 230 103 74 17 1 0 195 36.0 37.0 55 5 16 2 0 78 61 54 21 7 0 143 37.0 38.0 143 17 28 12 2 202 67 29 22 5 1 124 38.0 39.0 85 12 30 5 2 134 45 14 23 5 1 88 39.0 40.0 42 10 26 5 1 84 46 25 39 0 0 110 40.0 41.0 39 17 36 10 3 105 39 23 31 7 1 101

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Chainage RHS LHS (km) 30-60 60-90 90- 180- >270 Total 30-60 60-90 90- 180- >270 Total 180 270 180 270 41.0 42.0 8 5 8 17 3 41 26 16 14 13 1 70 42.0 43.0 5 7 19 3 1 35 9 0 37 8 0 54 43.0 44.0 7 6 4 3 0 20 18 12 10 1 0 41 44.0 45.2 0 2 17 5 0 24 0 0 15 5 0 20 Total 2285 1014 1142 254 48 4743 1736 1343 1337 243 37 4696 *Proposed Bypass

Note: all trees cutting to be mitigated by plantation at 2:1 at sites to be established by Forestry Department and monitored by PRBDB

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Ludhiana to Maler Kotla : Species Wise Trees Affected

Chainage LHS RHS From To Dek Eucalyptus Sisham Toot Kikkar Arjun Srihin Neem Pipal Others* Total Dek Eucalyptus Sisham Toot Kikkar Arjun Srihin Neem Pipal Others* Total 5.9 6 3 0 3 9 4 0 0 4 0 2 25 2 0 6 4 2 0 0 0 2 0 16 9 10 44 0 14 9 2 1 0 8 2 39 119 27 1 12 25 17 0 2 6 2 41 133 10 11 70 0 6 30 6 0 0 0 2 17 131 173 0 17 27 12 0 1 0 2 27 259 11 12 98 0 15 49 8 0 0 0 1 73 244 87 0 16 59 13 0 0 0 0 33 208 12 13 8 22 14 22 16 0 0 0 4 102 188 19 13 4 39 6 0 0 0 3 15 99 13 14 3 135 9 10 2 0 0 0 1 3 163 10 70 16 17 3 0 0 8 2 12 138 14 15 33 26 8 5 5 0 1 2 0 2 82 18 43 11 3 5 0 0 2 1 8 91 15 16 8 9 10 15 11 0 5 2 9 5 74 5 9 3 3 7 0 2 3 0 6 38 16 17 154 5 23 7 11 2 17 1 0 3 223 68 0 22 9 5 7 12 3 1 0 127 17 18 147 0 37 34 8 0 13 9 1 7 256 152 0 23 8 12 9 13 6 0 0 223 18 19 37 0 43 19 14 2 5 11 0 4 135 66 0 41 25 19 0 18 2 2 2 175 19 20 10 5 5 6 10 0 0 0 15 10 61 1 0 6 3 6 1 0 1 3 0 21 20 21 2 0 35 11 26 0 1 2 1 1 79 0 0 24 4 34 0 1 3 0 0 66 21 22 57 2 14 27 17 0 1 3 1 9 131 45 2 25 22 16 2 1 0 5 12 130 22 23 74 16 47 67 6 0 3 2 1 33 249 65 7 40 50 5 1 0 0 8 26 202 23 24 11 11 26 13 9 1 0 1 6 9 87 19 7 20 25 8 1 0 2 12 19 113 24 25 4 48 1 0 0 0 0 0 1 2 56 1 39 2 2 0 0 0 0 1 1 46 25 26 0 0 6 3 0 0 0 0 0 2 11 0 0 2 16 4 0 1 0 0 5 28 26 27 0 0 11 9 19 0 0 2 5 3 49 3 0 14 14 2 0 0 1 3 2 39 27 28 4 118 1 1 1 0 0 0 2 3 130 22 33 15 1 5 0 1 2 1 30 110 28 29 44 40 12 3 0 0 1 1 4 2 107 109 27 23 0 2 0 0 0 3 8 172 29 30 22 18 15 0 2 0 0 1 1 0 59 53 7 24 4 1 0 0 0 0 11 100 30 31 135 16 12 1 0 0 5 0 0 1 170 197 63 7 15 0 0 2 0 1 2 287 31 32 82 50 21 11 0 0 15 1 0 8 188 108 62 28 30 0 0 1 0 1 35 265 32 33 66 2 32 4 5 1 42 11 0 3 166 85 24 34 6 0 2 0 15 0 46 212 33 34 81 0 27 25 4 0 63 8 0 13 221 95 0 27 24 0 0 0 6 0 87 239 34 35 32 0 30 60 3 0 15 3 3 27 173 43 0 17 24 8 1 24 16 7 5 145 35 36 46 0 4 25 2 66 1 12 2 15 173 34 1 2 24 7 0 0 27 1 40 136 36 37 61 0 3 11 6 97 0 10 0 7 195 39 0 5 7 5 48 0 15 0 111 230 37 38 40 0 11 11 6 58 0 7 0 10 143 14 0 9 7 2 4 0 7 3 32 78 38 39 73 0 22 5 5 0 11 6 0 2 124 118 9 34 15 3 0 2 16 0 5 202 39 40 50 0 24 2 3 0 5 1 1 2 88 83 3 32 7 4 0 0 1 3 1 134

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Chainage LHS RHS From To Dek Eucalyptus Sisham Toot Kikkar Arjun Srihin Neem Pipal Others* Total Dek Eucalyptus Sisham Toot Kikkar Arjun Srihin Neem Pipal Others* Total 40 41 51 28 6 4 4 0 3 9 1 4 110 35 11 9 7 8 0 5 6 0 3 84 41 42 35 19 15 18 5 0 0 0 4 5 101 39 21 23 4 4 0 3 6 1 4 105 42 43 20 0 9 7 8 0 0 16 0 10 70 7 0 4 0 0 0 1 24 0 5 41 43 44 2 42 0 0 5 0 0 0 4 1 54 4 20 1 5 0 0 0 0 2 3 35 44 45 8 3 0 3 12 0 0 1 2 12 41 8 2 0 0 5 0 0 0 2 3 20 45 0 19 1 0 0 0 0 0 0 0 20 2 18 3 0 1 0 0 0 0 0 24 Total 1615 634 572 536 245 228 207 134 74 451 4696 1856 492 601 535 231 76 90 178 72 640 4771

LHS RHS Total 4696 Dead 79 36 115 Date Palm 169 3 172 * Amaltas, Bargad, Kassod, Pilkhan, Papri, etc.)

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Annex 2 Summary of the Community Properties Affected

Type of Community Sl.No Existing Chainage Side 1 15+433 LHS Open wells 2 15+852 LHS Hand Pumps 1 10+058 LHS 2 10+842 RHS 3 10+843 RHS 4 11+145 RHS 5 11+598 LHS 6 12+842 RHS 7 13+202 RHS 8 14+776 RHS 9 14+783 LHS 10 14+851 LHS 11 15+227 RHS 12 16+242 RHS 13 16+266 LHS 14 16+816 LHS 15 16+831 RHS 16 16+842 LHS 17 16+880 RHS 18 17+748 RHS 19 18+025 RHS 20 18+653 RHS 21 18+923 RHS 22 19+809 LHS 23 21+409 RHS 24 23+871 RHS 25 24+132 LHS 26 24+282 LHS 27 26+442 LHS 28 26+786 RHS 29 27+003 LHS 30 27+539 LHS 31 28+089 RHS 32 28+150 LHS 33 28+460 LHS 34 28+661 LHS 35 29+329 RHS 36 29+363 LHS 37 29+847 RHS 38 29+912 RHS 39 29+956 RHS 40 30+052 LHS 41 31+401 LHS 42 31+886 LHS 43 32+681 RHS

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Type of Community Sl.No Existing Chainage Side 44 32+773 LHS 45 33+950 LHS 46 34+473 RHS 47 34+480 LHS 48 34+781 LHS 49 34+789 RHS 50 34+847 RHS 51 34+883 RHS 52 34+892 LHS 53 35+020 RHS 54 35+828 LHS 55 35+831 LHS 56 36+256 LHS 57 36+502 RHS 58 36+594 LHS 59 36+833 LHS 60 37+305 LHS 61 37+670 RHS 62 37+846 LHS 63 39+385 RHS 64 39+451 LHS 65 39+768 RHS 66 39+965 LHS 67 40+377 RHS 68 40+494 RHS 69 40+643 RHS 70 40+822 LHS 71 41+481 RHS 72 41+553 RHS 73 41+576 LHS 74 41+760 LHS 75 42+380 LHS 76 42+518 LHS 77 42+596 LHS 78 42+604 LHS 79 42+833 RHS 80 43+002 LHS 81 43+135 LHS 82 43+742 LHS 83 43+845 RHS 84 44+182 RHS 85 44+529 RHS 86 44+697 RHS 87 45+139 RHS 88 9+320 RHS 1 32+756 RHS Tube Wells 2 42+817 RHS Note: Relocation of water sources to be managed by PRBDB in consultation with owners.

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Annex 3 List of Cultural Properties Affected

S.No. Chainage (km) Type Side Type of Affect Partially affected (Compound 1. 21.400 Dargah RHS Wall) Partially affected (Compound 2. 27.500 Temple LHS Wall)

Note: Consultations with the above have been carried out and compensation agreed in principle as reported in the Resettlement Action Plan. Enhancement of the affected sites will be executed by the Contractor to plans approved jointly with the above and the Supervising Consultant.

Annex 3A ENHANCEMENT SITES

S.No. Location (Km) Side Type Affected / Enhancement Proposed 1. 6.800 RHS Wastewater Pond 2. 14.600 RHS Wastewater Pond 3. 19.500 RHS Wastewater Pond 4. 20.000 LHS Wastewater Pond 5. 21.350 LHS Wastewater Pond 6. 23.400 RHS Wastewater Pond 7. 27.500 LHS Wastewater Pond Note: Pond enhancement to be executed by Contractor, with prior approval of plans by Supervising Consultant jointly with community representatives.

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Annex 4 Locations of Soil Borrow Areas for Earth Work

Nearest Project Lead From Side of S. No. Village Name road Chainage Project Road Road Type of Material in km in km LM – B1 Bula 12.00 3.00 LHS Selected Fill LM – B2 Mommanabad 29.00 4.0 LHS Selected Fill LM – B3 Mommanabad 29.00 4.0 LHS Selected Fill LM – B4 Baliwal 40.00 2.0 LHS Selected Fill LM – B5 Malerkotla 43.00 2.0 RHS Selected Fill Note: Environmental Management measures C.2.1 and C.2.4 to be followed by Contractor and Monitored by Environmental Specialist of Supervising Consultant and PRBDB.

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Annex 5 Details of Source of Aggregates and Lead Diatance

S.NO Source Type of Aggregate 1 Burj Kotion Aggregates and Sand 2 Bharatgarh Aggregates and Sand 3 Ghaggar River near Tepla Sand 4 Sutlej River bed near Nagar Sand

Source Project Distance from Burj Kotian Distance from Bharatgarh Road Crusher Location in km Crusher Location in km Ludhiana 135 km 95 km Malerkotla 135 km 135 km

Note: Environmental Management measures C.2.3 and C.2.4 to be followed by Contractor and Monitored by Environmental Specialist of Supervising Consultant and PRBDB.

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Annex – 6 Selection and Management of Construction Camp

Selection and Layout of Construction Camp The construction camps for labour accommodation, offices and construction plant sites shall be identified based on the following guidelines. The construction site shall be located

• At a minimum distance of 1 km away from any major settlement or village. • At a minimum distance of 300m of any major surface water course or body If this is not possible the base camps should be located away from the settlements with the following precautions

1. The base camp should be enclosed with boundary wall. 2. Movement of the workers should be registered during the night time. 3. There should not be any disturbance to the local community. 4. Operation of the plant and machinery should be restricted to 6 am to 10m 5. Care should be taken while starting and moving the heavy vehicles, there is a possibility that children of near settlement may be playing with the machinery parked outside the camps. Facilities at Workers Camps During the construction stage of the Project the construction Contractor will construct and maintain necessary (temporary) living accommodation and ancillary facilities for labour. It will be ensured that all the temporary accommodation will be provided with uncontaminated water for drinking, cooking and washing. Adequate washing and bathing places shall be provided, and kept in clean and drained condition. Construction camps will be sited away from vulnerable people and adequate health care will be provided for the work force.

Sanitation Facilities: Construction camps shall be provided with sanitary latrines and urinals. Closed drainage systems and the proper treatment systems according to the local conditions should be constructed for the proper flow and effective treatment. The sewage system built for the camp will be operated properly to avoid health hazard, ground water and soil pollution. Compost pits will be constructed for the disposal of the garbage and other biodegradable wastes generated from the camps. Proper collection, transportation and disposal of the wastes will be ensured.

Shelter at Workplace: At such workplaces where the duration of the works will prevail for more than one month some form of shelters will be provided for meals, resting, change of clothes and for keeping the tools of the work and personal protective equipment. The height of shelter shall not be less than 3m from

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floor level to lowest part of the roof. Sheds shall be kept clean and the space provided shall be on the basis of at least 1m2 per head.

Canteen Facilities: A cooked food canteen on a moderate scale shall be provided for the benefit of workers wherever it is considered necessary. All the wastes generated from the canteen will be treated/ disposed of as detailed in the other sections of waste disposal.

Health Care Facilities: Health problems of the workers should be taken care of by providing basic health care facilities through a health centre set up at the construction camps. The health centre will have at least a doctor (part time), nurses, duty staff, medicines and minimum medical facilities to tackle first-aid requirements for minor accidental cases. Some arrangements will be made with the nearest hospital to refer patients of major illnesses or critical cases.

Day Crèche Facilities: At construction sites where women with very young children are employed, provision of a day crèche shall be provided. At construction sites where 20 or more women are ordinarily employed, a hut for children under the age of 6 years shall be provided.

For ensuring the implementation of effective pollution control measures at the construction base camps and construction plant sites, redevelopment/ closure plans for the closure of these sites will be made part of the Environmental Management Plan of the construction Contract.

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Annex -7 Silt Trap

slots 100mm c/c

Supporting Mesh Angle Frame

Geotextile miraf1 14 0 n or sim ila r approved make

Note: Locations of silt traps will depend on Contractor’s proposals for site facilities and work sites and should be provided in the Contractors Proposals. This will be checked by the Supervising Consultant and monitored by PRBDB. The probable locations where silt fencing proposed are given in the following table.

S. No. Chainage (Km) 1. 6+800 2. 10+200 3. 14+600 4. 20+000 to 20+055 5. 21+400 to 21+445 6. 27+100 to 27+150

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Annex -8 Oil Interceptor

Note: Proposals to be submitted by Contractor and approved by Supervising Consultant. Implementation to be carried out by SC and monitored by PRBDB

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Annex 9 Noise Barriers

Design of Noise Barriers

Locations of Noise Barriers S. No Chainage (Km) Type of Receptor Type of Barrier Height in m

1. 19.400 Hospital Brick wall 5.0 2. 20.000 School Brick wall 5.0 3. 21.200 School Brick wall 5.5 4. 23.600 School Brick wall 5.5 5. 31.350 School Brick wall 5.5 6. 37.500 School Brick wall 5.5 Note: To be implemented by Contractor to the requirements of the Supervision Consultant.

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Annex 10 List of Personal Protective Equipment

S. No Part of the Body Personal Protective Equipment

1 Eye Safety Glasses, Goggles 2 Face Face Shields 3 Nose Nose Masks 4 Head Helmets 5 Feet Safety Shoes 6 Hands and arms Gloves 7 Bodies Vests 8 Hearing Earplugs, Earmuffs Note: To be provided by Contractor.

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Annex 11 List of Traffic Safety Equipment (Guideline)

Length of Minimum S. Signs Work Zone Considered Quantity to be Procured No. No Signs Length in m No Signs Length in m 1 Barricading Type I/II/III 130 2600 m 10000 2 Men at Work 5 500 100 10000 3 Keep Left 11 500 220 10000 5 Go Slow 8 500 160 10000 6 Flagmen 10 -- 10 10000 7 Narrow Signs 4 500 80 10000 8 Lantern (Amber Blinker) 4 500 80 10000 9 Traffic Control Lights 4 Sets 10000 10 Cones 15 500 300 10000

Note: 1. Safety Jackets and helmets should be provided to all the workers/engineers working on the road. 2. Fixed mobile solid barricades must be placed between the workmen and traffic or pedestrian and traffic. 3. All the Signs should be according to IRC : 67 and IRC : SP: 55 : 2001. 4. Safety Equipment Required for the Traffic Management to Take up the Work in 10 km.

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Annex 12 Tree/ Shrub Plantation Strategy

Plants purify air by assimilating carbon dioxide and releasing oxygen thus keeps check on the vehicular pollution on road and its surroundings. It also helps in soil and water conservation, and offers shade. The Contractor will be responsible for planting shrubs and turfing at enhancement sites whilst the Forestry Department will be responsible for obtaining sites and planting trees to compensate for unavoidable tree cutting and for planting trees along the bypass. The main objectives of planting shrubs at selected enhancement sites and trees to replace felled trees is: 1. To reduce the impacts of air and dust pollution 2. To provide shade 3. To reduce the impact of vehicular noise caused by vehicles 4. To arrest soil erosion on slopes 5. Beautification of sites by planting selective ornamental shrubs, landscaping and turfing with grasses

Species Selected for the Plantation on ByPass The plant species are selected based on the climatic condition, soil characteristics and conditions of the strip. The first row along the main carriage way will be of shade plants. Similarly, subsequent rows will comprise of ornamental and flowering species. Mainly native deciduous species, which retain their foliage longest, with high crown forms, resistant to fungus and insects with rapid growth rate are selected for avenues. Lists of the species recommended as shade plants for avenues are given below: Shade Trees Recommended for Roadside Avenues (Both sides of the corridor)

SOIL Species Predominantly silty sand local name botanical name pipal ficus religiosa gulmohar delonix regia kikar accacia nilotica mango mangifera indica neem azadirachta indica jamun syzigium cumini arjun termenelia arjuna papri pongamia glabra shisam dalbegia sissoo bottle brash callistemon sp amla embelica afficinalis

Plantation Scheme The proposed plantation schemes has been broadly classified into 3 categories which are as follows:

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(i) Tree plantating along the main carriage way (ii) Low height trees and shrubs on the medians (iii) Grass turfing on the median and at the embankment slope

Tree Planting along the Main Carriage Way: It is proposed to use the same species on either side of a road for at least 5 m or so. This will secure regularly grown avenues of the same form and type. Such avenues will mature at about the same time, give pleasant avenue appearance and can be replaced with minimum sacrifice.

Protection Measures: Barbed wire fencing around the plantation area will be provided to protect the plants. Angle iron will be fixed at a spacing of 5 m. and 3-stand barbed wire will be stretched.

Precautionary Measures: • Plantation will be made in the monsoon months (July -August) • The height of the plants should not be less than 1 ft. and should be in polythene bags and these are not to be removed until the moment of planting • All plants supplied must be planted within three days of removal from the nursery • The contractor will be required to watering in case of insufficient rains after planting • 2 kgs of compost / manure are suggested for each pit before plantation

Shrubs Prior to planting it is suggested to remove all loose debris, fill up with good soil and level the area. To ensure better growth and survival of grasses and shrubs, the surface should have sufficient layer of good quality soil (up to 45 cms). Shrubs which are suggested for the road side, wide median and open area spaces where available should be selected from the following and agreed with the Environmental Specialist of the Supervising Specialist:

Shrubs Garna Caroissa spinarum Karir Caparis decidua Hins Capris zeylanica Gandhala Murra yakoenigil Malla Zizypuhs nummularia Jhau Artemesia spp Jindu Xanthium stumarium Panwar Cassia tora Jangli Mirch Capsicum fruitscens Akk Ipomea gossypiolides

B. Turfing with Grasses:

Grass lines are used to provide a strong surface cover at the slope but it also needs a well- prepared surface. If grass is to be an effective form, then it must be allowed to establish properly on a slope which does not subject to undue stress from erosion and mass movement in its initial stages. To ensure this following measures are suggested for the grass turfing: • A cover of 25 grams of grass seed per square m. of surface will be prepared

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• Bed will be prepared in June. The seed sowing must be carried out before the onset of monsoon so that they yield desired results. Till the onset of the monsoon, watering of the surface to be done by tankers with controlled flow sprinklers • After sowing, mulch of prepared and dried out herbs will be laid over the whole seeded area in a thin layer so that the direct sunlight and transpiration loss may not affect the grasses • The grass species recommended for median are Khabbal, Dhaula, Plawan, Sariala and Kahi

Contractor will ensure that the condition of the site is good enough for the successful establishment of grasses. They will also supervise all field operations like preparation of surface, sowing of grasses and quality of grass seeds used.

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Annex 13 National Standard of Air, Noise and Water

National Ambient Air Quality Standards

Pollutant Time Sensitive Industrial Residential, Method of Measurement Weighted Area Area Rural & Average Other Areas Improved West and Sulphur Dioxide Annual* 15 µg/m³ 80 µg/m³ 60 µg/m³ Gaeke Method (SO ) 2 24 hours** 30 µg/m³ 120 µg/m³ 80 µg/m³ Ultraviolet Fluorescence Jacob & Hochheiser Oxides of Annual* 15 µg/m³ 80 µg/m³ 60 µg/m³ Modified method Nitrogen 24 hours** 30 µg/m³ 120 µg/m³ 80 µg/m³ Gas phase (NOX) Chemiluminescence Suspended Annual* 70 µg/m³ 360 µg/m³ 140 µg/m³ High Volume Sampler Particulate (Average flow rate not Matter (SPM) 24 hours** 100 µg/m³ 500 µg/m³ 200 µg/m³ less than 1.1 m³/minute) Respirable Respirable Particulate Particulate Annual* 50 µg/m³ 120 µg/m³ 60 µg/m³ Matter Sampler Matter (RPM) 24 hours** 75 µg/m³ 150 µg/m³ 100 µg/m³ Size < 10µm AAS Method after Lead Annual* 0.50 µg/m³ 1.0 µg/m³ 0.75 µg/m³ sampling using (Pb) 24 hours** 0.75 µg/m³ 1.5 µg/m³ 1.00 µg/m³ EPM 2000 or equivalent filter paper Carbon 8 hours** 1.0 mg/m³ 5.0 mg/m³ 2.0 mg/m³ Non-dispersive infrared Monoxide (CO) 1 hour 2.0 mg/m³ 10.0 mg/m³ 4.0 mg/m³ Spectroscopy * Annual arithmetic mean of minimum 104 measurements in a year taken twice a week 24 hourly at uniform interval **24 hourly/8 hourly values should be met 98% of the time in a year. However, 2% of the time, it may exceed but not on two consecutive days. Source: Central Pollution Control Board, 1997 Gazette Notification dated 4/94, Part II Sec 3 (ii)

Water Quality Standards

Sr. IS:2296 Parameters IS:10500 Method Adopted No (Class C) 1 PH 6.5-8.5 6.5-8.5 pH meter 3.0 DO-Azide modification of 2 BOD (3 days 270C) NS Wrinkler’s method 3 Temperature (C) NS NS Thermometer Azide Modification of 4 Dissolved oxygen 4 NS Wrinkler’s method 5 Color (Hazen) 300 NS Visual Comparison method 6 Fluorides (F) 1.5 1.0 (1.5) SPANDS method 7 Chlorides (Cl) 600 250(1000) Argentometric Titration 8 Total Dissolved Solids 1500 500 (2000) Gravimetric Analysis

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Sr. IS:2296 Parameters IS:10500 Method Adopted No (Class C)

9 Sulphates (SO4) 400 200 (400) Barium Chloride method 10 Iron (Fe) 50 0.3 (1.0) Phenanthrolin method 11 Oil and Grease 0.1 NS Partition – Gravimetric method 12 Nitrates 50 45 (100) Chromotropic acid 0.05 Atomic Absorption 13 Chromium (Cr6+) 0.05 Spectrophotometry 0.01 Atomic Absorption 14 Cadmium (Cd) 0.01 Spectrophotometry 0.1 Atomic Absorption 15 Lead (Pb) 0.05 Spectrophotometry 1.5 Atomic Absorption 16 Copper (Cu) 0.05 (1.5) Spectrophotometry 17 Cyanide (CN) 0.05 0.05 Chloramine-T-method Selenium (Se) 0.05 0.01 Atomic Absorption 18 Spectrophotometry Arsenic (As) 0.2 0.05 Atomic Absorption 19 Spectrophotometry 20 Phenols 0.005 0.001(0.002) Spectrophotometer 21 Detergents 1.0 0.2 (1.0) Spectrophotometer 22 DDT Absent Absent Spectrophotometer Total Coliform 5000 NS Multiple Tube 23 (MPN/100 ml) Fermentation Technique

NS: Not specified ; Brackets ([ ]) indicates extended limits. All the values in mg/l if otherwise mentioned

National Ambient Noise Standards

Area Code Category of Zones Limits of Leq in dB(A) Day* Night* A Industrial 75 70 B Commercial 65 55 C Residential 55 45 D Silence Zone ** 50 40

* Daytime shall mean from 6.00am to 10.00 pm and Night shall mean from 10.00 pm to 6.00 am ** Silence zone is defined as area up to 100 meters around premises of hospitals, educational institutions and courts. Use of vehicles horns, loud speakers and bursting of cracking are banned in these zones.

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Annex 14 Formats for Environmental Monitoring

EMS 1: CONSTRUCTION CAMP/ PLANT SITE MANAGEMENT PLAN

S.NO Description Compliance

1 Name of the location 2 Nearest road chainage.

3 Name of the owner 4 Area involved 5 Arrangements with the owner (agreement with land owner, including the restoration aspects, should be attached as an Annexure) 6 Existing land use 7 Photographs depicting the present condition of the construction camp and access road. 8 Land use of the area surrounding the borrow area including a map 9 Site layout plan of the construction camp 10 Establishment and maintenance of demarcated and labelled different areas within the camp 11 Number of trees to be removed, if any, along with compensation measures 12 Proposed top soil management 13 Activities planned in the construction camp 14 Machinery & equipment to be used on site

15 Labour camp facilities onsite

16 Health facilities

17 Site drainage provisions

18 Copy of the consents to establish and operate should be attached as an Annexure

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S.NO Description Compliance

19 Conditions laid down in the clearance / licenses and plans

20 Staff strength and details such as contractor staff vs sub contractors, women labour, migrant vs local labour and skilled & unskilled labour

21 Access road condition and proposed maintenance

22 Safety provision such as fire protection equipment and personal protective measure.

23 Closure / completion plan Format EMS: 1A

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EMS 1A: Closure Plan Construction Camp and/ Plant Site

S. No Description Compliance 1 Name / identity of location 2 Distance from the Project Road and side 3 Name of the owner 4 Details of the Land i. Survey Number ii. Boundaries iii. Other Revenue Details 5 Details of settlements, sensitive areas, water bodies, wells and bore wells with in 500 m

Population in Numbers

Name of the Village

Distance from the construction camp

Details of water bodies/ sensitive areas/ wells/ bore wells 6 Physical Details Number of Labour Stationed

Number of Dwellings Constructed

Number of toilets provided

Were dwellings demolished

Was the wastewater treatment facilities demolished and cleared

Was the solid waste generated cleared and disposed of properly, if yes specify the location and quantity.

Whether any soil was contaminated with oils and waste oils was cleared and disposed safely, if yes specify the location and quantity.

Was scrap generated while the construction removed, if yes specify the details such as where, when, to whom and quantity. 7 Land Use before Establishment

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S. No Description Compliance

Proposed Use after completion of works

Details of surroundings 8 Drawing showing the details of the camp Appendix- 1 facilities, access roads and features of surrounding 9 Number of trees removed(girth>300mm), if any along with the compensation measure 10 Details of disposal of soil contaminated with Appendix- 2 waste oils and bitumen Was clay layer placed at the bottom

Whether the wastes compacted properly

Depth and type of cover material provided on top of waste materials 11 Photographs depicting the original condition, Appendix-3 during the operation, and after closure 12 Copy of the agreement with the Owner Appendix-4

13 Land use after closure of the works

14 Satisfaction certificate from the owner Appendix-5 15 Details of the practical problems faced and solutions adopted, if any during the operation phase 16 Details of the AIDS control measures taken Appendix-6 and summary sheet of the AIDS tests carried out Note; The details have to be appended.

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EMS 2: BORROW AREA NO:

S.No Description Compliance 1. Name / identity of location 2. Nearest project road chainage 3. Name of the owner 4. Area involved/capacity/quantity 5. Type of material proposed to be taken 6 Arrangement with the owner including restoration aspect. 7. Existing land use 8. Land use of the area surrounding the proposed area 9. A map of the area 10. Number of trees to be removed, if any along with the compensation measure 11. Top soil management if required 12. Access road condition and proposed maintenance 13 Photograph depicting the present condition of the proposed area and access road 14. Closure / completion plan EMS 2A

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EMS 2A: CLOSURE PLAN FOR BORROW AREA S. No Description Compliance 1 Name / identity of location 2 Nearest Project chainage, distance from the Project Road and side 3 Name of the owner 4 Details of the Land i. Survey Number ii. Boundaries

iii. Other Revenue Details

5 Details of settlements, sensitive areas, water bodies within 500 m

Population in Number

Name of the Village

Distance from the borrow area

Details of water bodies/ sensitive areas/ wells/ bore wells

6 Physical Details Length and width in meters

Depth excavated in meters

Quantity Excavated in cum

Type of materials excavated 7 Land Use before Opening

Proposed Use before opening

Details of surroundings 8 Drawing showing the dimensions of the borrow Appendix- 1 areas, access roads and features of surrounding 9 Number of trees removed(girth>300mm), if any along with the compensation measure 10 Details of top soil Quantity excavated in cum

Where was it used 11 Initial access road condition and final access road condition

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S. No Description Compliance 12 Photographs depicting the original condition, Appendix-2 during the operation, top soil management, and after closure 13 Copy of the agreement with the Owner Appendix-3 Details of the agreed redevelopment if any 14 Land use after rehabilitation Details should be submitted if the final land use changed from the original land use

15 Satisfaction certificate from the owner Appendix-4 16 Details of the practical problems faced and solutions adopted, if any during the operation phase

EMS 3: Construction Camp / Plant and Environmental Management S. No Issue Status Camp –1 Camp –2 1 Drainage System 1 . Closed drainage

2 Disposal for Wastewater 1. Kitchen wastewater

2. Wastewater from water closets 3. Wastewater from bathrooms 4. Wastewater from the vehicular washings.

3 Collection and Disposal of Solid Waste 1. Waste from the office 2. Waste from the kitchen 3. Waste from sweeping 4 Drinking Water facility Source with quantity

No of bore wells with capacity

Location of the well and bore well

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S. No Issue Status Camp –1 Camp –2

Any treatment facility

No of overheads tanks

Test results of the Drinking water

Any license obtained 5 First Aid Facility

6 Roads in Camp Site Type of road

Dust suppression practicing or not, if the roads are not tarred. Condition of the road. 7 Fuel Storage 1. Impervious Base

2. Spills and Wastewater will be collected in a sump

3. Number of drums where wastes are collected. 4. Number of drums disposed 8 Garbage & Night Soil 1. Provision of Garbage Bins

2. Separation of Polythene materials

3. Records of solid waste removal from septic tanks .

EMS 4: Top Soil Management

S. Chaninage Quantity in cum Whether preserved in Remarks No in km accordance with specifications 1

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2 3 4 5 6 7 8

EMS 5: Construction Plants and Pollution Control

S. No Construction Plant Locations Capacity Description of Remarks Pollution Control System/ Equipment 1

2

3

4

5

EMS 6: Machinery/ Vehicles and Pollution Control

S. No Machinery/ Diesel Engine oil Puc Machinery Remarks vehicles with consumed consumed certificate no new/ old capacity during the during the and validity month month

1 2 3 4 5 6 7 8

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EMS 7: Details of the DG Sets with the Pollution Control Equipment

S. Capacity in Vertical Stack Noise Control System Remarks No KVA If provided height in m Camp –I

Camp –II

Crusher –I

Plant Site –I

Construction Works

EMS 8: Details of Oil Storage

S. Type of Location Number Capacity Increase/ Stored on Remarks No Product of of barrels Decrease in Impervious Barrels in Liters Storage base ( Yes/ No ) Diesel Petrol Engine Oils Lubricants

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EMS 9: Working at Water course and Pollution Control Measures

S. No Location type Stream/ canal Silt fencing Remarks diversion

EMS 10: Details of the Ground Water Extraction

S. Location Capacity of Quantity of water drawn in Kilo Ground water Type of No Motor liters department source Installed in During Up to end Total Permission HP the of last month month 1 2 3 4 5 6 7 8

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EMS 11: Personal Protective Equipment

S. Details of Equipment Total Procured Distributed Available in Remarks NO in No in No Store in No 1 Helmets 2 Safety Shoes 3 Safety Shoes 4 Nose Masks 5 Hand Gloves 6 Goggles 7 Safety Belts 8 Ear Plugs 9 Reflective Jackets 10 Gum Boots

EMS 12: Status of Consents and Permissions

Plant Consent Number / Validity Remarks Status Date Hot Mix Plants Crusher Batching Plant WMM Plant

Crusher at Dalla Diesel Pump – I Labour License

EMS 13: Deviations with Corrective Actions

S.No Deviation Corrective Actions Schedule

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EMS 14: Details of Tree and Shrubs Plantation

S. Location/ Chainage in Planted in Number Survival rate Remarks NO km Trees Shrubs in %age

EMS 15: Plantation of Shrubs and Grass

S. Location/ Chainage Number of Area of Survival at 6 Remarks No Shrubs planted gross months planted interval

EMS 16: Implementation of Enhancement Measures

S. Type of Enhancement Side of the Road Progress of Completion NO (R/L) Target date Actual Reasons Completion of delay if date any

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Annex - 15 Examples of some good practice in traffic control and safety during construction, Figures 1 to 6

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Figure 1: Diversion of traffic on half of the road width (say left)

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Figure : 2

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