punjab state road sector project - world bank · the government of india has requested the...

Punjab State Road Sector Project

* Consultancyr Services for Project Preparatory Studies* for Package III (Phase I)

Final Design Report

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5 TABLE OF CONTENTSS0S

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Punjab State Road Sector Project EMP (PA TIA LA -SIR HIND) July, 2006

* Environmental Management Plan

* Table of ContentsSI.No Description Page

....... N o.I INTRODUCTION I

*1.1 Project DescriptionI1.2 Project Interventions 3

1.2.1 Proposed Improvements of the project road3* 1.2.2 Details of Bridges and.proposed improvements3

1.3 Environmental Impact Assessment 3*1.4 Environmental Management Plan 4

1.4.1 Scope 41.4.2 Objectives Of The EMP 4

*1.4.3 Meeting The EMP Objectives1.5 Clearances Required For The Project 5

*2 BASELINE AND IMPACT SUMMARY 72.1 Phy'sical Environment 7

*2.1.1 Water Quality 72.1.2 Air Quality. 7

02.1.3 Noise Levels 7*2.2 Natural Environment 8

2.3 Socio cultural Environment 8*3 MITIGATION AND MANAGEMENT MEASURES 10

3.1 Pre-Construction Stage 103.1.1 Pre-Construction Activities by PRBDB I Construction Supervision Consultant 10

*3.1.2 Pre-Construction Activitiesby Contractor . . 103.2 Construction Stage 1 0

*3.2.1 Construction Activities by The Contractor 103.2.2 Construction Activities by The PRBDB/ Construction Supervision Consultants I I

*3.3 Operational Stage II14 ENHAN CEMENT MEASURES 37

4.1 Objective 37*42 1Il.(.' 37

4.3 Enhiancement of Wastewater Ponds 38*4.4 Enhiancement of Religious Structures 38

4.5 Enhiancement of Educational Institutes 38*5 MONITORING PROGRAM 40

5.1 Environmental Monitoring Plan 405.1.1 Performance Indicators 40

*5.1.2 Monitoring parameters and standards 425.1.3 Monitoring plans for Environment conditions 42

*6 INSTITUTIONAL ARRANGEMENTS 466.1 Integration of EMP With The Project 46

*6.2 Training, 47*7 BUDGETARY PROVISIONS 50

* List of Tables

*Table 1.1 Details of Project Roads*Table 1.2 Details of Proposed Cross Sections

Table 1.3 Details of Bridges and Proposed improvements*Table 1.4 Clearances required for the project

Table 2.1 Impact Summary*Table 2.2 Impact Matrix

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Punt(jab State Road Sector Project EMP (PA TIALA-SIRHIND) JuI/v 2006

Table 3.1 Environmental Management MeasuresTable 3.2 Environmental Management Measures (Bridges)

a Table 4.1 Summary of Enhancement locationsTable 5.1 Performance Indicators and Management plans

* Table 5.2 Environmental Monitoring PlanTable 5.3 Environmental Monitoring LocationsTable 5.4 Desired Monitoring and Reporting process and responsibilities

a Table 6.1 Training ModuleTable 7.1 Environmental Budget (Part A)

* Table 7.2 Environmental Budget (Part B)

a List of Figures

* Fig 1.1 Project Location Mapa Fig 7.1 Organisation setup for the implementation of EMP

* List of Annexure

Annex 1.1 Typical Cross sectionsAnnex 2.1 Details of affected open wells, Hand pumps/ tube wells ponds and schools

v Annex 2.2 Detail of the Trees to be cutAnnex 2.3 Details of affected Religious structuresAnnex 3.1 Locations of Soil Borrow Areas for Earth WorkAnnex 3.2 Source of Aggregates and Lead DistanceAnnex 3.3 Summary of cross drainage structuresAnnex 3.4 Details of proposed Lined Drains at Urban Locations

* Annex 3.5 Design and locations of Silt fencingAnnex 3.6 Design of Oil Interceptor and Combined oil and sedimentation chamberAnnex 3.7 Design and location of Noise BarriersAnnex 3.8 Details of proposed traffic calming measuresAnnex 4.1 Enhancement DetailsAnnex 4.2 Conceptual drawings of Enhancement SitesAnnex 5.1 National Standards of Air

* Annex 5.2 National Standards of NoiseAnnex 5.3 National Standards of WaterAnnex 5.4 Good practices in traffic control

.List of Guidelines

* Guideline I Guidelines for Arrangement with Forest DepartmentGuideline 2 Generic Guidelines for Environmental Friendly Construction MethodologyGuideline 3 Guidelines for Borrow Areas ManagementGuideline 4 Guidelines for Siting and Layout of Construction Camp

* Guideline 5 Guidelines for Site ClearanceGuideline 6 Guidelines for Disposal Site Management

* Guideline 7 Guidelines for Traffic Management during ConstructionGuideline 8 Guidelines for Soil Erosion and Sedimentation Control

* Guideline 9 Guidelines for Workers Safety in Common Operation and duringconstructions

Guideline 10 Guidelines for Median Plantation and Grass Turfing* Guideline 11 Guidelines for Quarry materials

Guideline 12 Guidelines for the Storage, Handling use and Emergency Response for* Hazardous Chemicals

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Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) JuXly 2006

List of Formats for Monitoring

P1: Identification of Disposal Site LocationsPI: Identification of Disposal Site LocationsP2: Setting-Up Construction Camp And Storage AreaP3: Establishment of Borrow AreasP4: Establishment of Hot Mix Plant / Batch Mix PlantP5: Road Safety Reporting FormatsP6: Temporary Acquisition of Land Reporting By Contractor to CMU (Prbdb)P7: Pollution MonitoringP8: Tree cutting/Stump RemovalP9: Identification of Source of Water For ConstructionC 1: Details of EarthworkC2: Details of Hot Mix PlantC3: Details of Land Fill OperationsC4: Details of Machinery In OperationC5: Redevelopment of Borrow AreasC6: Safety Check ListC7: Accident ReportCS: Pollution MonitoringC9: Enhancement MeasuresC I0: Restoration of Construction Sites01: Pollution Monitoring02: Cleaning of Culvert Openings And Longitudinal Drains

Cmu 1: Format For Keeping Records of Consent Obtained By ContractorCrnu 2: Checklist of Environmental InsepctionCtnu3: Summary Sheet

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0 SECTION 1. INTR OD UCTIONSSS

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Punjab State Roa(d Sector Project EMP (PA TIA LA - SIRHIND) Ju6l 2006

1 INTRODUCTION

The Government of India has requested the assistance of the World Bank for upgrading andrehabilitation of State Highways, Major District Roads and Other District Roads in the State ofPunjab. The Punjab Roads & Bridges Development Board (PRBDB) will be the executing agency forthe 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), MajorDistrict Roads (MDR) and Other District Roads (ODR). The major criteria used for selection in SOSare restricted carriageway width and /or pavement conditions which result in capacity constraints forthe high volumes of traffic carried by the roads, and also consider the connectivity of the roads.

Technical and Economic feasibility studies for the Punjab State Road Project have been undertakenseparately. The Government of Punjab has selected the roads for Phase-I which total approximately367km (comprising approx 252 km roads for rehabilitation and another 115 km for upgrading works).

1.1 PROJECT DESCRIPTION

The detailed engineering study has been completed for the up-grading works on l l5 km roads andthis Environmental Management Plan has been prepared as part of the bidding documents. Details ofthe project roads selected for upgrading under package IlI of Phase I are presented in Table 1.1 andthe location map of the Project road is presented in Figure 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-3 1 Fategarhsahib/Patiala 30Kharar - Landran - NH-64 (Banur), ODR 4 Ropar

2 NH-64 (Banur) - Tepla/Raigarh, ODR 18 Patiala 39Phillaur - Nagar (Crossing of Mukundpur-Apra

3 Road), ODR 5 Jalandhar 64 Ludhiana - Ahmedgarh - Malerkotla, SH- II Ludhiana/Sangrur 40 km

Total 115 km

This Environmental Management Plan (EMP) pertains to Patiala - Sirhind Section of 30 km.

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Puinjab State Rood Sector Project EMP (PA TIALA - SIRHIND) July, 2006

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Punjab State Roadl Sector Project EMP (PA TIA LA - SIRIHIND) July 2006

1.2 PROJECT INTERVENTIONS

The full description of the design is given in the Final Design Report (Volume 1) and should be read inconjunction with the Drawings (Volume IV). Details of the proposed improvements and cross sectionsare presented in Table 1.2 and the Typical Cross Sections are presented in Annexure-1.1

Table 1.2: Details of the proposed cross sections

S. Applicable Type of Cross section Reference RemarksNo. Chainage (km)

Type 1: Existing divided dualcarriageway with 2 x 7 to 7.5m Rehabilitation of

1 1/250 to 8/000 Carriageways, a 1 .2m median, PSRSP/PS/TC Existing divviedvariable earth shoulders and a lined Carriagew-aydrain of brick /concrete workType 11: Existing 7m Carriageway Rehabilitation of

2 8/000 to 29/550 with I .5m paved shoulder and I m Drg. No Existing Standardearth shoulder on each side. PSRSP/PS/TC - 02 Twvo Lane

Carriageevay

1.2.1 Proposed Improvements of the project road

A summary of the proposed improvements is presented below

Providing Profile corrective course

:> Junction improvements

0 Provision of road signs and markings for additional safety and convenience to the road users

0 Provision of Bus bays, pedestrian crossings and traffic calming measures in the main villages

1.2.2 Details of bridges and proposed improvements

It is only rehabilitation of existing bridges and there is no any proposed new or widening of existingbridges in this road.

1.3 ENVIRONMENTAL IMPACT ASSESSMENT

The detailed design of the project has been closely coordinated with the preparation of theResettlement Action Plan (RAP, see Volume VI), Environmental lImpact Assessment (EIA, seeVolume V) and Environmental Management Plan (EMP). The EIA preparation led to identification ofpotential environmental impacts and their feasible remedial measures (including avoidance, mitigationand enhancements). Public consultations were conducted for both the Environmental and Socialaspects and are reported in the EIA (Volume 5A) and the RAP (Volume VI). Based on these findingsthis EMP has been prepared for the implementation and will form the part of the Contract documentbetween the Construction Contractor and PRBDB. It also defines the parallel activities that arerequired to be carried out by the PRBDB and the Construction Supervision Consultant (CSC).

This project has been classified as Category 'A' and in accordance with the requirements of the WorldBank, Environmental Assessment and Environmental NManagement Plan has been carried out. Themain consequent actions that are required to mitigate negative impacts and monitor the measurestaken are given in the following sections.

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Plnjab State Road Sector Project EMP (PA TIA LA - SIRHIND) J/lt 2006

1.4 ENVIRONMENTAL MANAGEMENT PLAN

1.4.1 Scope

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

The Environmental Management Plan (EMP) consists of the set of mitigation, monitoring andinstitutional measures to be taken during pre-construction, construction and operation stages of theproject to eliminate/reduce adverse environmental impacts. The plan also includes the actions, neededfor the implementation of these measures.

The major components of the Environmental Management Plan are:

Mitigation of potentially adverse impacts;

Environment Enhancement Measures

0 Monitoring during project implementation and operations;

* Institutional Capacity Building and Training;

* * Implementation Schedule

* Integration of EMP with Project planning, design, construction and operation.

* Environmental Budget

1.4.2 Objectives of the EMP

The main aim of the Environmental Management Plan is to ensure that the various adverse impactsassociated with the project are properly mitigated. The objectives of the EMP are as follows.

Design Stage

* To have minimum impact on roadside trees, forests and ground cover;

* To provide maximum safety to the highway user and road side communities as well assegregation of local and slow moving traffic in the congested areas, by preparing road designsto meet these needs;

* To develop a design that incorporates environmental safeguards and

* To define mitigating measures that effectively reduce all expected environmental degradationto an acceptable level.

Construction Stage

To prevent and reduce the negative environmental impacts of the project by implementable,economically feasible mitigation measures, to be carried out by the Contractor.

To ensure that the provisions of the EMP are strictly followed and implemented bystrengthening implementation arrangements.

Operation Stage

To prevent deterioration of environment components of air, water, soil, noise etc;

To improve the safety of the highway users and road side communities

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1.4.3 Meeting the EMP Objectives

The following commitments are important to effectively implement the EMP and have been adoptedto address the various objectives of the EMP.

a) Commitment to address environmental health, safety and social impacts

To improve the environmental conditions, including areas such as environmental and socialimpacts, measures have been included as part of the EMP.

b) Commitment for constant dialogue with the public and interested stakeholders

The community consultation process was carried out right from the inception stage of theproject. Continuous dialogue with local inhabitants and stakeholders including public agencieshas been established on various environmental issues to obtain their feedback. Consultationwould continue throughout the implementation stage of project.

c) Commitment related to training

For the effective implementation of the EMP measures proposed, sustainable institLtionalarrangements have been proposed. To educate and train the PIU, the personnel of theConstruction Supervision Consultants and the Contractor, an extensive training schedule hasbeen worked out as part of the EMP. The training programme will be implemented as per theschedule proposed.

d) Commitment to meet legal requirements

The legal clearance and permits those are necessary or mandatory for the commencement ofthe project will be met. The conditions stipulated by the various statutory authorities such asthe Punjab State Pollution Control Board, State Forest Department, Ministry ofEnvironmental and Forest (MoEF), etc. will be complied with.

1.5 CLEARANCES REQUIRED FOR THE PROJECT

The various Clearances required for highway proiect and their applicability viz this project is given inTable 1..4.


Punjab State Road Sector Project EMIP (PA TIAL4-SIRHIND) July 2006

Table 1.4. Clearances Required for the Project

S N C Applicability to the Time ResponsibilityProject Required Fxecution Supervision

PROJECT PREPARATION STAGENo Objecton Certificate Water (I'revenbon and Control of Pollution) Punjab Pollution Control Board

Act 1974 / 3 months "EO PRBDB" Project DirectorAir (Prevention and Control of Polluton) Act PRBDB-

________1981

2 Environment Clearance Environment Protection Act 1986 Mnistry of Environment andForest New Delhi

3 Wild Life Clearance Wild Life Act 1972 Hon'ble Supreme Court x

4 Diversion of forest land and Forest Conservation Act ( 1980) Regional Office MoEF V 6 months "EO PRBDB" IProject DirectorPerrnission for felling of trees Chandigarh mont s PRBDB

PROJECT INIPLENIENTATION STAGE

5 Penmission for Withdrawl of Environment Protection Act 1986 Central Ground Water Board 2 months CONTRACTOR CMU (PRBDB)Ground Water

6 Permission for Withdrawl of Irrigation Authorities for use of To the Extent PossibleSurface Water from River/ water from Irrigation Canal. Ground Water will be

Irrigation Canals River Board / Authorities for used, However wherewithdrawal of water from Rivers unavoidable after taking 2 months CONTRACTOR CMU (PRBDB)

consent from CMU(PRBDB) Surface watermay be used

7 NOC from Archaeological The Ancient Monument and Archaeological Department of Archaeology x 2 monthsSurvey of India sites and Remains Act 1958. Govt. of Punjab

8 Permission for Sand Mining Punjab Mines and Minerals Concession Rules River Board Authorities/from river bed 1969 Department of Mining Govt. of V CONTRACTOR CMU (PRBDB)

Punjab9 Permission for Opening of New Punjab Mines and Minerals Concession Rules Department of Mining Govt. of

Quarry 1969 Punjab / Punjab Pollution V CONTRACTOR CMU (PRBDB)Control Board

10 Hot mix plant, Crushers, Cement Air (Prevention and Control of Pollution) Act Punjab Pollution Control Board 3 months CONTRACTOR CMU (PRBDB)Batching Plant 1981

11 Storage of Hazardous Chemicals Hazardous Waste (Management and Handling) Punjab Pollution Control BoardRules 1989 and Manufacturing Storage and V 3 months CONTRACTOR CMU (PRBDB)Import of Hazardous ChemicalsRules 1989

12 Disposal of Hazardous Waste Hazardous Waste (Management and Handling) Punjab Pollution Control Board 2 -months CONTRACTOR CMU (PRBDB)Rules 1989

13 Disposal of Construction Waste Water (Prevention and Control of Pollution) Punjab Pollution Control Boardand liquid eflluent from Labor Act 1974 V 2 months CONTRACTOR CMU (PRBDB)camps

15 Pollution Under Control Central Motor and Vehicle Act 1988 Department of Transport, Govt. 2 months CONTRACTOR CMU (PRBDB)Certificate of PunjabI

16 Employing Labour Executing Agency of Building and other District Labour Commissioner V I week CONTRACTOR CMU (PRBDB)17 Rcgistration of Workcrs construction act. 1996 CON IRAC I OR CMU (PRBDB)

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2. BASELINE AND IMPACT SUMMARY

This chapter presents physical, Natural and Socio-cultural environmental baseline and impactsummary for Patiala-Sirhind road. Key environmental impacts are summarised in table 2.1.Environmental impact matrix is also presented in table 2.2.

2.1 PHYSICAL ENVIRONMENT

The project corridor traverses mainly through plaintracts of land. The entire stretch runs through fertile ajor Issues along the road

* Higher Noise Level with theagriculture land and plantation along the project road permissible limitareas. The following impacts are likely on the physical . Road safetysetting along the corridor:

Inappropriate disposal of wastes from the site;

Indirect impacts at quarry and borrow area locations during and after the period ofconstruction;

0 Erosion of the soil from the embankment and

2.1.1 Water Quality

There exist I bridge and 42 culverts along the project road. Roadside storage of construction materialstoo might lead to disruption in longitudinal drainage. Surface and ground water samples weremonitored along the road and analysed results found all parameters within the permissible limitsprescribed by CPCB.

2.1.2 Air Quality

Air quality monitoring along the project corridor revealed that all monitored pollutant concentrationswere found to be well within the 24-hourly NAAQ Standard for Residential, Rural and other areas butonly SPM parameters are higher. Impacts on air quality during construction stage are due to operationof construction yards, material transport on trucks and fugitive emissions from the construction sites.Measures required for avoiding the air quality impacts are presented in the Table 3.1, EnvironmentalManagement Plan.

2.1.3 Noise Levels

Ambient noise level monitoring along the project corridor at two locations revealed that noise level atall the locations was found to be higher than permissible limit as stipulated by Central PollutionControl Board. Higher noise level may be due to traffic congestion and slow movement of thevehicles along the road. Though the noise levels for the construction activities far exceed thepermissible standards, it is important to note that the construction noise is generally intermittent anddepends on the type of operation, location and function of the equipment. Proper mitigation measureslike regulation of timings of construction, employing noise protection measures, noise barrier etc.,need to be worked out.

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Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) July' 2006

2.2 NATURAL ENVIRONMENTAL

No eco-sensitive area is present within the project influence area. Roadside trees are declared asProtected Forest in Punjab but there are no trees that require removal due to rehabilitation of thisproject road and diversion of forest area is not anticipated.

2.3 SOCIO-CULTURAL ENVIRONMENT

The project corridor is passing through 1 I nos. of settlements. There are 7 religious structures. I IEducational Institution and I hospitals along the road. No religious properties would be relocated dueto proposed project. Details are given in Annexure 2.3

Table 2.1: Impact Summary

S. No I Parameter l'atiala-SirhindNegative Impacts

I Hand Pumps/Tube wells Relocation (Nos.) 02 Pond Area (sq.m) 03 Relocation of Religious properties 04 Transfer of Agricultural land (ha.) 05 Borrow Earth (Cum) 39,0006 Quarry Material (Cum) 21,0007 Water (cu.m) 10,0008 Nos of trees to be felled 0

Positive Impacts

Enhancement sites

A Cultural/Religious Properties IB Surface water body IC Educational Institute 2D Safe Access to educational institutionE Enhancement of Bus bays 8F Rotory Junctions 0G Village gates

H Sitting Arrangement 3I Vegetative / Wall Noise Barrier I & IJ Tree Saving (Nos.) 0

K Waste Reuse (cum) 35,7502 Proposed Plantation 03 Road safety Measures

A Major junction improvement (nos.)

B Proposal for Rotary Junctions (nos.) 0C Intersections / Access improvement (nos.) 57D Bus Bays (nos.) 8E Pedestrian Crossing (locations) 0F Street lighting (locations) 0G Signage boards (nos.) 187H Side walk (locations) 0I Traffic calming measures (locations) 5J Lined Drain (length in Km) 0.0

K Four lane sections (length in Km) 8.0L Crash Barriers / Guardrail(locations) 6M Crash Barriers / Guardrail(length in m) 1,220

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Table 2.2: Impacts Matrix

Noi. Activity Mlagnitude Reversible Irreversible Nature Positive Negative Direct IndirectNo Long Term Short TermPRE CONSTRUCTION

1 Land Acquisition Nil2 Relocation of Common Utilities and Common Property

Resources Nil

3 Construction Camps and Storage Areas Medium V V V V

4 Disposal Locations Medium

5 Borrow Areas Medium V

6 Quarries Medium v

7 Hot Mix / Cement Batching Plant Medium V V V V

8 Temporary arrangement of land for construction purpose Low V/

9 Arrangement for Construction Water Low V

10 Arrangement of Labour Medium V

CONSTRUCTION PHASE

1 Clearing of Site Low V2 Felling of Trees Nil

3 Disposal of Debris Low VV

4 Stripping, Stacking and Preservation of Top Soil Low V V V

5 Borrow Areas operation Medium V

6 Quarry Area Operation Medium V V/7 Traffic Management During Construction Medium V8 Operation of Hot Mix Plant/ Cement Batching Plant Medium V I V V

9 Labour Camp Low V/10 Construction of Road Low V/ v V' VI11 Maintenance of Cross Drainage and Longitudinal Drains Low V

12 Use of Construction Water Low V V V

13 Rehabilitation of Borrow Areas/ Quarry/ Disposal location Medium V/ V V14 Clean up Operation, Restoration and Rehabilitation of V V V

Sites Medium

15 Plantation Medium V INote: Categration of Low Medium High has been done on recommendation of CES Screening Report


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Punjab State Road Sector Project EMP (PA TIA LA-SIRIIIND) JittY 2006

* 3 MITIGATION AND MANAGEMENT MEASURES

Details of various mitigation measures to be implemented during pre construction, construction andoperation 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 are* given in section 5.

3.1 PRE-CONSTRUCTION STAGE

3.1.1 Pre-construction activities by PRBDB / Construction Supervision Consultant

Prior to the contractor mobilization, the PRBDB will ensure that an encumbrance free Corridor of* Impact is handed over to enable the start of construction. Clearance involves the following activities:

Removal and felling of trees.

* Relocation of common property resources and community assets like telephone poles, electric0 poles and hand pumps.

* Formal arrangements for maintenance of enhancement sites. This includes plantation of trees* and barricades along the road.

* Modification (if any), of the contract documents by the Engineer of the Construction0 Supervision Consultant.

3.1.2 Pre-construction activities by Contractor

* Pre-construction stage involves mobilisation of the contractor and the activities undertaken bythe contractor pertaining to the planning of logistics and site preparation necessary forcommencing construction activities. The activities include:

Joint field verification of EMP by the Environment Specialist of the Constuction SupervisionConsultant and Contractor.

* Identification and selection of material sources (quarry and borrow material, water, sand etc).

n * Procurement of construction equipment / machinery such as crushers, hot mix plants,* batching plants and other construction equipment and machinery.

Selection, design and layout of construction areas, hot mix and batching plants, labour campsetc.

* Apply for and obtain all the necessary clearances from the agencies concerned.

* Planning traffic diversions and detours including arrangements for temporary land.

3.2 CONSTRUCTION STAGE

* 3.2.1 Construction activities by the Contractor

* Construction stage is the most crucial stage in terms of activities that require careful management toavoid environmental impacts.

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There are several other environmental issues that have been addressed as part of good engineeringpractices, the costs for which has been accounted for in the Engineering Costs. They includeproviding roadside drainage, provision of cross drainage structures etc.

3.2.2 Construction activities by the PRBDB/ Construction Supervision Consultants

The PRBDB/ Construction Supervision Consultant shall be involved in the smooth execution of theproject and assisting the contractor during this phase. Their work shall include but not limited to:

Monitoring and guiding the contractor on adopting good environmental and engineeringpractices.

* Arrangement of plantation through the Forest Departnent

* Arranging training to the contractor and other stakeholders according to the needs arising.

3.3 OPERATIONAL STAGE

The operational stage involves the following activities by PRBDB:

Monitoring of environmental conditions through approved monitoring agency.

* Monitoring of operational performance of the various mitigation/enhancement measurescarried out.

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Table 3.1: Environmental Management Measures

S ] Environmental iResponsibilityNo. Issuo e Management Measures Reference document Planning and Supervision/

Execution Monitoring

l'RF- ( 0 NSTRU( TIOION S [..A(CE

Pre-construction activities by CMU, Punjab Roads and Bridges Development Board

Land The acquisition of land and private properties will be carried out in accordance with the PRBDB,1 A RAI' and entitlement framework of the Project. LA Act 1984 and its Revenue Dept.(If required) PRBDB3 has to ascertain that acquisition of land in the post design phase are addressed Amendments. PRBDB Collaboratingrequired) and integrated into the EMP and relevant contract documents. Agencies

Clearance of Advance notice. as per RAP shall be given to the encroachers & squatters present in theP.2 Encroachment/sq Corridor of Impact, who need to be relocated. All R&R activities will be undertaken. RAP documents RBDB anduatters (change Entitlements as per PRBDB entitlement framework will be completed before construction Revenue PRBDB

in land use) starts. Authority

P.3 Tree Cutting Not required

P.4 Preservation of Not requiredTrees

Relocation of

Community All community utilities and properties i.e., hand pumps, open wells, water supply lines, R PRBDB other

P.5 Common sewer lines. telephone cables. buildings and health centers will be not relocated before AP document Agencies and PRBDBProperty construction starts in the project road. (Annex 2.)/ Contractor

ResourcesNo religious property resources such as shrines, temples and mosques will be relocatedbeyond the toe line.

Relocation of If there is any relocation of the religious structures may happen then it will be identifiedP.6 affected Cultural in accordance with the choice of the community. PRBDB in consultation with local Annex 2.3 PRBDB, CSC/PRBDB

. and Religious people will finalize those. ContractorProperties 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 theContractor. The relocation will be completed before the construction starts in these sites.

Orientation of The PRBDB shall organize orientation sessions and regular training sessions during allP.7 Implementing stages of the Project. This shall include on-site training (general as well as in the specific Refer Table 6.1 of Contactor,

Agency and context of a sub-project). These sessions shall involve all staff of PRBDB involved in the this rcport PRBDBContractors implementation of EMP, Environmental Specialists of CSC and Contractors.

Pre-construction activities by the Contractor/Environmental Specialist of CSC

P.8 Field Verification and Modification of the Contract Documents

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Punjab State Road Sector Project EMP (PA TIA LA-SIR HIND) July 2006

i Environmental ResponsibilityNo. Issue nlManagement Mleasures Reference document Planning and Supervision/


P J The Environmental Specialist of CSC and the Contractor will carry out joint field Contractor/P.8.1 Joit Field verification to ascertain any possibilities of saving trees, environmental and community Envilronmental PRBDB

Verification resources, if these activities are to be taken up by the construction Contractor. Specialist of

Assessment of Contractor!Impacts due to The Environmental Specialist of CSC will assess impacts and revise/modify the EMP and Environmental PR

P.8.2 Changes/Revisio othcr required sections of the project document/s in the event of changes/revisions Specialist of PRBDBns/Additions in (including addition or deletion) in the project's scope of work. cP c

the Project WorkAll construction plants will be sited sufficiently away from settlements and agriculturaloperations or any commercial establishments. Such plants will be located at least 100 m MoRTIl 111. Airaway from the nearest dwelling preferably in the downwind direction. PolTi Contr ActThe Contractor shall submit a detailed lay-out plan for all such sites and approval of Pollution Control Acto

Crushers, hot- Environmental Specialist of CSC shall be necessary prior to the establishment. and Nolse Rules EnvironmentalP.8.3 Batching Plants Arrangements to control dust pollution through provision of wind screens, water Guidelines for Specialist of PRBDB

Lcaing sprinklers, and dust extraction systems will have to be provided at all such sites. en inen csCLocation Specifications for crushers, hot mix plants and batching plants will comply with the environmental CSC

requirements of the relevant emission control legislations. Consent for the Establishment friendly constructionand Operation from PPCB shall be obtained before establishment and operation methodology)respectively and a copy should be submitted to the CSC and PRBDB.

Air Pollution Control

All vehicles, equipment and machinery to be procured for construction will confirm to Act, 1981, and Noise

Oth the relevant Bureau of India Standard (BIS) norms. The discharge standards promulgated Rules and MotorConstruction under the Environment Protection Act, 1986 and Motor Vehicles Act, 1988 shall be Vehicle Act, 1988 Contractor/Constructices. strictly adhered to. Guidelines12 Fnvironmental

Eq8. Viclest The quiet equipment available in the market shall be used in the Project. g dline SpecPalist ofEmpmey a The Contractor shall maintain a record of PUC for all vehicles and machinery used storage handling use SCduring the contract period which shall be produced EO. PRBDB/ PWD's verificationwhencver required. response for

HazardousChemicals)

P.9 Identification and Selection of Material Sources

Finalizing soil borrow areas for borrowing earth and all logistic arrangements as well ascompliance to environmental requirements, as applicable, will be the sole responsibility Annex 3 Cof the Contractor. e . Contractor/

P.9.1 Borrow Areas The Contractor will not start borrowing earth from select borrow area until the formal (Guidelines for Environmentalagreement is signed between land owner and Contractor and a copy is submitted to the borrow area Specialist of

Locations finalized by the Contractor shall be reported to the Environmental Specialist of management)CSC and he will submit the report to PRBDB. Recommended borrow locations are given

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Punjab State Road Sector Project EMP (PA T1ALA-SIRHIND) July 2006

.Environmental ResponsibilityNo. Issue M Planning and Supervision/

Execution Nlonitoringin Annexure3.1.Planning of haul roads for accessing borrow areas will bc undertaken during this stage.The haul roads shall be routed to avoid agricultural areas as far as possible and will usethe existing village roads wherever available.The environmental personnel of the CSC will be required to inspect every borrow arealocation prior to approval. The CSC should include the Request for Inspection form forborrow area approval from the environmental angle.Contractor will finalize the quarry for procurement of construction materials afterassessment of the availability of sufficient materials, quality and other logisticarrangements. Environmental

P. 9.2 Quarry In case the contractor decides to use quarries other than recommended by DPR consultant MoRTH 111.3 Contractor Specialist of(Annex 3.2), then the contractor should give substantiation. Annex 3.2 CSC andContractor will also work out haul road network and report to Environmental Specialist PRB3DBof CSC and CSC will inspect. He will inspect and in turn report to PRBDB beforeapproval.The contractor will use ground /surface water as a source of water for the constructionand may set up own bore well facility' for construction wrork.Contractor may take surface water from the Irrigation Canal with the written consentfrom the Irrigation Department.

Arrangement for To avoid disruption/disturbance to other water users, the contractor will extract water Guideline I1 EnvironmentalP. ran3emention from fixed locations and consult with Environmental Specialist of CSC before finalizing Gudelne Contractor Specialist of

P.9.3 Construction the locations. quiderial) CSC andWater The Contractor will provide a list of locations and type of sources from where water for quarry material) PRBDB

construction will be extracted.The contractor will need to comply with the requirements of the State Ground WaterDepartment for the extraction and seek their approval for doing so and submit copies ofthe permission to CSC and PRBDB.The sand will be procured from Identified sand mines as far as possible. If the Contractor All riverbedswanted to obtain from source other than listed in EMP, substantiation shall be provided. recommended

P.10 Sand The Contractor should obtain copy of the Lease agreement of the supplier and submit to for sandCSC before procuring the sand. extraction for

the project.

EnvironmentalP.11 Labour The contractor preferably will use unskilled labour drawn from local communities to give COPA of Contract Contractor Specialist ofRequiremenits the maximuiim benefit to the local community. Docu inciit CSC and

PRBDBConstruction Siting of the construction camps will be as per the guidelines below and details of layout

Camp Locations to be approved by CSC Resident Engineer and environmental specialist. Guideline 4 EnvironmentalP.12 - Construction camps will not be proposed within 500 m from the nearest settlements to (Guideline for siting Contractor Specialist of

Selection, avoid conflicts and stress over thc infrastructure facilities xN ith the local comiimuniity'. and layout of CSC andDesign and Lay- Location for stockyards for construction materials will be identified at least 1000 m from construction camp) PRBDB

out water courses.

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Punjab State Road Sector Project EMP (PA TIAL4-SIRHIND) July 2006

S. Envi ronmenta IResponsibilityNo. Issue Management Aleasures Reference document Planning and Supervision/

Execution NMonitoringThe sewage and solid waste for the camp will be designed. built and operated.

for Temporary The Contractor as per prevalent rules will carry out negotiations with the landowners for Specialist ofP.13 Land obtaining their consent for temporary use of lands for construction camp /construction/ Contractor CSC andLn borrow areas etc.Requirement PRBDB

The contractor will organise at least two on site work shops to consult and inform peopleabout his plans covering over all construction schedule, use of local resources such asearth, water and traffic safety plans, disposal of debris, drainage and protection worksduring construction, pollution abutment and other plans / measures to minimise

Implementation disruption, damage and inconvenience to road users and people along the road. TheP.14 information people shall be informed about the date, time and venue at least seven days prior to Contractor EO, PRBDB

workshop workshop. Public shall be informed about the work shop through display of postals atPermanent public places, punchayat, offices of market committee, notice boards atreligious structures and distribution of palmlets along road side communities or any othermanner being fit the mechanism and contents for disclosure shall be approved by E.0,PRBDB prior to the work shop. - -

CONSTRLiCTI (O N ST AGE

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 MoRTH 201 EnvironmentalC. . I Clearing and construction. All works will be carried out such that the damage or disruption to flora Guideline 5 Contractor Specialist ofGrubbing other than those identified for cutting is minimized. (Guideline for Site CSC. PRBDB

Clearance)Debris generated due to the dismantling of the existing road will be suitably used in theproposed construction:The scarified bitumen surface will be used in the construction of the shoulders.The Contractor will suitably dispose of unutilized debris materials either through fillingup of borrow areas located or will be given to the locals for their private use as the

Disposal of availability of the materials is less due to the flat terrain and agricultural lands subject to MoRTH 202 EnvironmentalDebris from the approval of the Environmental Specialist of CSC. MoRTH 202 Specialist and

C.1.2 dismantling At locations identified for disposal of residual bituminous wastes, dumping will be Guideline 6 Contractor Residentstructures and carried out over a 60 mm thick layer of rammed clay so as to eliminate the possibility of (Guidelines for Engineer ofroad surface leaching of wastes into the ground water. The contractor will ensure that the surface area disposal site CSC, EO,

of such a dumping pits is covered with a layer of soil and plantation will be done. management) PRBDBThe pre-designed disposal locations will be identified as part of Comprehensive SolidWaste Management Plan to be prepared by the Contractor in consultation withEnvironmental Specialist of CSC.Debris generated from pile driving or other construction activities shall be disposed suchthat it does not flowv into the surface water bodies or form mud puddles in the area. No

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Punjab Staite Road Sector Project EMP (PA TIAL4-S1RHIND) July 2006

S. Environmental lResponsibilityNIssue anagement NMeasures Reference document Planning and Supervision!

Execution Mlonitoringdebris will be staged on the road or culvert/bridges locations.

The pre-identified disposal locations will be part of Comprehensive Waste Disposal Solid MoRTEI:202.5 Contractor EnvironmentalWaste Management Plan to be prepared by the Contractor in consultation and with Specialist ofapproval of Environmental Specialist of CSC. Location of disposal sites will bc CSC, PRBDBfinalized prior to initiation of the works on any particular section of the road, if disposalis envisaged. MoRTTT:301.3.11The Environmental Specialist of CSC will approve these disposal sites after conducting ajoint inspection on the site with the Contractor.Contractor will ensure that any spoils or material unsuitable for embankment fill will not

Other be disposed off near any water course or agricultural land. Such spoils from excavationC.1.3 Construction can be used to reclaim borrow pits and low-lying areas located in barren lands along the

Wastes Disposal project road (if is so desired by the owner/community and approved by theEnvironmental Specialist, CSC ).Non-bituminous wastes will be dumped in borrow pits covered with a layer of the soil toensue that borrow pit is restored to original use. No new disposal site shall be created aspart 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 andcertified by Environmental Specialist of CSC before handing over.The contractor at its cost shall resolve any claim. arising out of waste disposal or anynon-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 Environmentalstripped to a specified depth of 150 mm and stored in stockpiles. A portion of the MoRTH:301.7, Specialist oftemporarily acquired area and/or Right of Way will be earmarked for storing topsoil. The MoRTH:305.3.3 and CSC. PRBDBlocations for stock piling wil1l be pre-identified in consultation and with approval of MoRTH:305.3.9Environmental Specialist of CSC. The following precautionary measures will be taken to Guideline-3 (Guidelinepreserve them till they are used: for borrow areas(a) Stockpile will be designed such that the slope does not exceed 1:2 (vertical to management)

Stripping, horizontal), and height of the pile is restricted to 2 m. To retain soil and to allowstocking and percolation of water, the edges of the pile will be protected by silt fencing.

C.1.4 preservation of (b) Stockpiles will not be surcharged or otherwise loaded and multiple handling will betop soil 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 -

Covering all disturbed areas including borrow areas, only in a case where there are tobe rehabilitation

z Dressing of slopes of road embankmentP Agricultural fields of farmers, acquired temporarily land.


Punjab State Road Sector Project EMIP (PA TIALA-SIRHIND) July 2006

ResponsibilityS. Environmental nMeasures Reference document

No. Issue anagement Planning and Supervision/Execution Nlonitoring

The contractor will provide safe and convenient passage for vehicles, pedestrians and Contractor Environmentallivestock to and from roadsides and property accesses connecting the project road, Specialist ofproviding temporary connecting road. CSC, PRBDB

C.1.5 Accessibility The contractor will also ensure that the existing accesses will not be undertaken withoutproviding adequate provisions.The contractor will take care that the cross roads are constructed in such a sequence thatconstruction work on the adjacent cross roads are taken up one after one so that trafficmovement in any given area not get affected much.Temporary diversions will be constructed with the approval of the Resident Enginieer andEnvironmental Specialist of CSC.Detailed Traffic Control Plans will be prepared by the contractor and approved byEnvironmental Specialist and Resident Engineer of CSC for approval, seven days priorto commencement of works on any section of road. The traffic control plans shall contain MoRTII: 112 and itsdetails of temporary diversions, traffic safety arrangements for construction under amendments Environmental

Planning for traffic, details of traffic arrangement after cessation of work each day, safety measures Guideline 7 Specialist andC 1.6 Traffic for night time traffic and precaution for transportation of hazardous materials and (Guideline for traffic Resident

.1. Diversions and arrangement of flagmen. management during Contractor Engineer ofDetours The Contractor will ensure that the diversion/detour is always maintained in running construction) CSC,EO,

condition, particularly during the monsoon to avoid disruption to traffic flow. PRBDBThe contractor will also inform local community of changes to traffic routes, conditionsand pedestrian access arrangements with assistance from CSC and PRBDB. Thetemporary traffic detours will be kept free of dust by sprinkling of water three times aday and as required under specific conditions (depending on weather conditions,construction in the settlement areas and volume of traffic).

C.2 Procurement of Construction Material

No borrow area will be opened without permission of the Environmental Specialist ofCSC. The location, shape and size of the designated borrow areas will be as approved bythe Environmental Specialist of CSC and in accordance to the IRC recommended practicefor borrow pits for road embankments (IRC 10: 1961). The borrowing operations will becarried out as specified in the guidelines for siting and operation of borrow areas. MoRTH:305.2

Earth from The unpaved surfaces used for the haulage of borrow materials. if passing through the Guideline 3 EnvironmentalC.2.1 Borrow Areas settlement areas or habitations; will be maintained dust free by the Contractor. (Guidelines for Contractor Specialist of

for Construction Sprinkling of water will be carried out twice a day to control dust along such roads borrow area CSC. PRBDBduring their period of use.During dry seasons (winter and summer) frequency of water sprinkling will be increased management)in the settlement areas and Environmental Specialist of CSC will decide the sprinklingtime depending on the local requirements.Contractor will rehabilitate the borrow areas as soon as borrowing of soil is over from aparticular borrow area in accordance with the approved borrow area Redevelopment Plan.

C.2.2 Quarry The contractor will obtain boulders from the authorized suppliers only. The Contractor MoRTIt: I11.3 Contractor Environmental.2. Operations shall submit copies of the licenscs of the authorized supplier to the CSC before procuring MoRTII: 111.3_Contractor Specialist of

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Punjab State Road Sector Project EMP (PA Tl.4LA-SIRHIND) July 2006

S. Environmental ResponsibilityNo. isone Management Measures Reference documcnt Planning and Supervision/

Execution MSlonitoringthe materials. CSC. PRBDB

Contractor will maintain all roads (existing or built for the project), which are used forTransporting transporting construction materials. equipment and machineries as precised. All vehiclesConstruction delivering fine materials to the site will be covered to avoid spillage of materials. Environmental

C.2.3 Materials and All existing highways and roads used by vehicles of the Contractor or any of his sub- Contractor Specialist ofHaul Road contractor or suppliers of materials and similarly roads. which are part of the works. will CSC, PRBDB

be kept clear of all dust/mud or other extraneous materials dropped by such vehicles.Management 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 notDisruption to obstruct/ prevent the flow of water. MoRTH 304.3.2 Environmental

C.3.1 Other Users of Construction over and close to the non-perennial streams shall be undertaken in the dry o .3. Contractor Specialist ofWater season. If construction work is expected to disrupt users of community water bodies, CSC, PRBDB

notice shall be served well in advance to the affected community.Contractor will ensure that no construction materials like earth. stone, or appendagedisposed off in a manner that block the flow of water of any water course and crossdrainage channels. MoRTH:305.3.7Contractor will take all necessary measures to prevent any blockage to the water flow. In MoRTH: 306 Environmental

C.3.2 Drainage addition to the design requirements, the contractor will take all required measures as Annex 3.3 Contractor Specialist ofdirected by the Environmental Specialist of CSC to prevent temporary or permanent Annex 3.4 CSC, PRBDBflooding of the site or any adjacent area. Closed lined are provided in urban locations.Details of proposed Cross drainage structures and lined drains are given in Annex 3.3 &3.4.

The Contractor will not excavate beds of any stream/canals/ any other water body forborrowing earth for embankment construction.Contractor will construct silt fencing at the base of the embankment construction for the

Siltation of entire perimeter of any water body (including wells) adjacent to the project road and EnvironmentalC. 3.3 Water Bodies around the stockpiles at the construction sites close to water bodies. The fencing will be Annex 3.5 (Silt Contractor Specialist of

and Degradation provided prior to commencement of earthwork and continue till the stabilization of the Fentingo Sci ofof Water Quality embankment slopes, on the particular sub-section of the road. Fencing) CSC, PRBDB

Contractor will ensure that construction materials containing fine particles are stored inan cnclosure suclh thiat sediment-laden watcr does not drain into nearby xx atcr course.location and design details Silt fencing is given in Annex 3.5.The contractor will construct slope protection works as per design, or as directed by the MoRTH: 305.2.2.2

Slope Protection Environmental Specialist of CSC to control soil erosion and sedimentation through use of MoRTH: 306.2 EnvironmentalC.3.4 and Control of dykes, sedimentation chambers. basins, fibber mats, mulches, grasses, slope, drains and Guideline 8 Contractor Specialist of

SolErosion othecr devices. (Guidelinei for soil CC RDSoil All temporar) sedimentation, pollution control works and maintenance thereof will be erosion and CSC, PRBDBdeemed as incidental to the earth work or other items of work and as such no separate sedimentation

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Pun](b State Road Sector Project EMP (PA Tl.L4-SIRHIND) July 2006

5 . Environmental ResponsibilityNo. Issue Nlanagenent Measures Reference document Planning and Supervision/

Execution MIonitoringpayment will be made for them. control)Contractor will ensure the following aspects:

- After construction of road embankment. the side slopes will be covered with grass andshrub as per design specifications.

l Turfing works will be taken up as soon as possible provided the season is favourablefor the establishment of grass sods. Other measures of slope stabilization will includemulching netting and seeding of batters and drains immediately on completion ofearthworks.

> In borrow pits, the depth shall be so regulated that the sides of the excavation willhave a slope not steeper than I vertical to 2 horizontal, from the edge of the finalsection of the bank.

> Along sections abutting water bodies, pitching as per design specification will protectslopes.

Refer Guidelines-8 for soil erosion and sedimentation.

C.4 Pollution

C.4.1 Water Pollution

Water Pollution The Contractor will take all precautionary measures to prevent entering of wastewater MoRTH 111.4 Environmental

C.4.1.1 Construction into streams, water bodies or the irrigation system during construction. Contractor will MoRTH: 111.1 Contractor Specialist ofWastes avoid construction works close to the streams or water bodies during monsoon. CSC, PRBDB

The contractor will ensure that all construction vehicle parking locations, fuel/lubricantsstorage sites, vehicle, machinery and equipment maintenance and refuelling sites will belocated 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 theirestablishment and will be approved by the Environmental Specialist of CSC.Contractor will ensure that all vehicle/machinery and equipment operation, maintenance MoRTH: 111.4and refuelling will be carried out in such a fashion that spillage of fuels and lubricants MoRTH: 1I1.1does not contaminate the ground. Wastewater from vehicle parking, fuel storage areas, Annex 3.6

Water Pollution work shops, wash down and refuelling areas will be treated in an oil interceptor before P'etroleum Act and EnvironmentalC.4.1.2 from Fuel and discharging into on land or into surface water bodies or into other treatment svstem. Rules Contractor Specialist of

Lubricants Typical drawing of oil interceptor and oil & sedimentation chamber is given in Annex MoEF/CPCB CSC, PRBDB3.6. 3.6. NotificationsIn all, fuel storage and refuelling areas. if located on agricultural land or areassupporting vegetation, the top soil will be stripped, stockpiled and returned aftercessation of such 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 theEnvironmental Specialist of CSC. All spills and collected petroleum wastes will bedisposed off in accordance with Petroleum Rules and PCB guidelines.


Punjab State Road Sector Project EMP (PA Tl.4L4-SIRHIND) July 2006

S EnvronmntalResponsibility

No. ianagement Mleasures Reference document Planning and Supervision!Exeui o Alonitoring

C.4.2 Air Pollution

The Contractor will take every precaution to reduce the level of dust from constructionplants, construction sites involving earthwork by sprinkling of water. encapsulation ofdust source. EnvironmentalThe Contractor will procure the construction plants and machinery which will conform to MoRTH: 111.1 Specialist ofthe pollution control norms specified by the MoEF/CPCB/PPCB. MoRTHi: 111.5 csa io

C.4.2.1 Dust Pollution The concentration of suspended particulate matter at a distance of 40m from a MoRTH: 111.9 Contractor PRBDBconstruction plant located in a cluster of industries should be less than 500 ig. The MoRTH: 111.10 through theenvironmental monitoring is to be conducted as per the monitoring plan. Contract Agreement EngineAlternatively, only crushers licensed by the PPCB shall be used. Required certificates Engineerand consents shall be submitted by the Environmental Specialist, EO,PRBDB through theEngineer.

Emission from Contractor will ensure that all vehicles, equipment and machinery used for constructionConstruction are regularly maintained and confirm that pollution emission levels comply with the Environmental

C.4.2.2 Vehicles, relevant requirements of CPCB and/ Motor Vehicles Rules. Motor Vehicle Act Contractor Specialist ofEquipment and The Contractor will submit PUC certificates for all vehicles/ equipment/machinery used CSC. PRBDB

Machineries for the Project.

C.4.3 Noise Pollution

The Contractor will confirm the following:. All Construction plants and equipment used in construction shall strictly conform to

the MoEF/CPCB noise standards. Noise Rules 2002> All vehicles and equipment used in construction will be fitted with exhaust Annex-3.7

silencers.> Servicing of all construction vehicles and machinery will be done regularly and

during routine servicing operations, the effectiveness of exhaust silencers will bechecked and if found defective will be replaced.

> The equipment available in the market should be procured, if the contractor plans toNoise Pollution: purchase new equipment. For the old equipment, necessary or possible alterations Environmental

C.4.3.1 Noise from must be carried out to reduce the noise levels to the possible extent. C Specialist of.4.3. Vehicles, Plants > Maintenance of vehicles, equipment and machinery shall be regular and up to the ontractor CSC, EO,

and Equipments satisfaction of the Environmental Specialist of CSC to keep noise levels at the PRBDBminimum.

At the construction sites within 150 m of the nearest habitation, noisy construction worksuch as crushing. operation of DG sets. use of high noise generation equipment will bestopped during the night time between 10.00 pm to 6.00 am.Working hours of the construction activities will be restricted around educationalinstitutes/health centres (silence zones) up to a distance of 100 m from the sensitivereceptors i.e., school, health centres and hospitals.Noise barriers will be provided along the project road. Locations and details of noisebarrier are given in Annex - 3.7.


Punjab State Road Sector Project EMP (PA TL LA -SIRHIND) July 2006

S Environmental ResponsibilityNo. Issue Nlanagement Nleasures Reference document Planning and Supervision/

Execution Nonitoring

(.5 Safety

Contractor will provide:P Protective footwear. protective goggles and nose masks to the workers employed in

asphalt works, concrete works, crusher etc.P Welder's protective eye-shields to workers who are engaged in welding worksP Earplugs to workers exposed to loud noise, and workers working in crushing or

compactionP The contractor will comply with all regulations regarding safe scaffolding, ladders,

working platforms, gangway, stairwells, excavations, trenches and safe means ofentry and egress.

The contractor will comply with all the precautions as required for ensuring the safety ofthe workmen as per the International Labour Organization (ILO) Convention No. 62 asfar as those are applicable to this contract. Guideline-9

Personal Safety The contractor will make sure that during the construction work all relevant provisions of (Guidelines for EnvironmentalC.5.1 Measures for Building and other Construction Workers (regulation of Employment and Conditions of workers safety in Contractor Specialist of

Labour Services) Act, 1996 are adhered to. common operation CSC, PRBDBThe contractor will also ensure that no paint containing lead or lead products is used during construction)except in the form of paste or readymade paint.Contractor will provide facemasks for use to the workers when paint is applied in theform 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 andenforce non-compliance of use of PPE with zero tolerance. These will be reflected in theConstruction Safety Plan to be prepared by the Contractor during mobilization and willbe approved by CSC and PRBDB.Details of the Personal Protective Equipment to be Provided for protection of differentparts of the body from different activities have been given in Annex 10Hlealth Card systems should be introduced to ensure effective implementation of safety ofthe workers.The Contractor will and provide, erect and maintain all traffic safety measures duringconstruction such barricades. including signs, markings, flags, lights and flagmen asproposed in the Traffic Control Plan/Drawings and as required by the EnvironmentalSpecialist of CSC for the information and protection of traffic approaching or passingthrough the section of any existing cross roads. MoRTH: 112.4

C12raffic and The Contractor will ensure that all signs, barricades, pavement markings are provided as MoRTH: 112.1 EnvironmentalC.5.2 Safety per the MoRTH specifications.. Approximate quantity of safety equipment may available IRC: SP:55 ContraCtor Specialist offor site works within 10 km. .8 CSC PRBDBTraffic Calming measures will be provided as detailed out in Annex-3.6. To minimise the Annex-3.8possibility of accident with primary school going children, entry and exit gate of theprimary school going children will he modified in S shaped after the consultation withthe management of the school to slow down the speed of primary school children, whenthey enter on the road.


*e@@O @- @@@e@@e@@ ee@@e----@OO@@ee@@Punjab State Road Sector Project EMP (P4 TAL4A-SIRHIND) July 2006

ResponsibilityS. Environmental nam Measures Reference document

No. Issue anagemcnt Planning and Supervision/Execution NIonitoring

The Contractor will take all required precautions to prevent danger from electricalequipment and ensure that-> No material will be so stacked or placed as to cause danger or inconvenience to any Guideline 9

Risk from person or the public. (Guidelines for EnvironmentalC.5.4 Electrical :o All necessary' fencing and lights will be provided to prevent entry' of public in workers safety in Contractor Specialist of

Equipment(s) construction zones. common operation CSC, PRBDBP Bare wires should not pass on the ground during construction)> Loose joints should not allow on the groundP All the switch boxes and joints should be placed in weather protcctcd box

The contractor will take all reasonable precautions to prevent danger to the workers and Contract Agreement

Risk Force public from fire, flood etc. resulting due to construction activities. and Building and Other EnvironmentalC.5.5 Measure The contractor will make required arrangements so that in case of any mishap all Construction Workers Contractor Specialist of

necessary steps can be taken for prompt first aid treatment. Construction Safety Plan Act. 1996 CSC, PRBDBprepared by the Contractor will identify necessary actions in the event of an emergency.

The contractor will arrange for -

a readily available first aid unit including an adequate supply of sterilized dressing Environmental

C.5.6 First Aid materials and appliances as per the Factories Rules in every work zone Contract requirement Contractor Specialist of> availability of suitable transport at all times to take injured or sick person(s) to the CSCC PRBDB

nearest hospitalEquipment and trained nursing staff at construction camp.

Informatory The contractor will provide, erect and maintain informatory/safety signs, hoardings MoRTH 801 EnvironmentalC.5.7 Signs and written in English and local language, wherever required or as suggested by the MoRTH: 802 Contractor Specialist of

Hoardings Environmental Specialist of CSC,EO with as per IRC and MoRTH specification. o 8 CSC, PRBDB

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

The contractor will do turfing on embankment slopes, plantation of shrubs as specified inthe Contract.

Road side The compensatory forestation will be carried out by the State Forest Department. Guideline 10 EnvironmentalC.6.1 Plantation Minimum 80 percent survival rate of the saplings will be acceptable otherwise the (Guidelines for Contractor Specialist of

Strategy Contractor/ Forest Department will replace dead plants at his own cost. and rass turfino) CSC, PRBDBThe Environmental Specialist of CSC will inspect regularly the survival rate of the trees g gplanted by the Contractor in accordance with the plantation strategy suggested.The contractor will take reasoniable precautioni to prevent his workmen or any otherpersons from removing and damaging any flora (plant/vegetation) and fauna (animal)

Flora and including fishing in any water body and hunting of any animal. EnvironmentalC.6.2 Chance found If any wild animal is found near the construction site at any point of time, the Contractor Contractor Specialist of

Fauna will immediately upon discovery thereof acquaint the Environmental Specialist of CSC CSC, PRBDBand carry out the instructions for dcalinig with the same.The Environmental Specialist of CSC will report to the near by forest office (range officeor divisional office) and will take appropriate steps/ measures. if required in consultation


Punjab State Road Sector Project EMP (PA TIA LA-SIRHIND) July 2006

S. Environmental ResponsibilityNManagement Mleasures Reference document Planning and Supervision!No. IssuePlnigad Sprso/Execution Monitoring

with the forest officials.

All fossils, coins. articles of value of antiquity, structures and other remains orarchaeological interest discovered on the site shall be the propertv of the Governmentand shall be dealt with as per provisions of the relevant legislation. The Ancient

Chance Found The Contractor will take reasonable precautions to prevent his workmen or any other Monument and EnvironmentalC.6.3 Archaeological persons from removing and damaging any such article or thing. He will, immediately Archalogical sites Contractor Specialist of

Property upon discovery thereof and before removal acquaint the Environmental Specialist of CSC and remains Act CSC. PRBDBof such discovery and carry out the CSC's instructions for dealing with the same, waiting 1958which all work shall be stopped.The CSC will seek direction from the Archaeological Survey of India (ASI) beforcinstructing 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 ConstructionWorkers (Regulation of Employment and Conditions of Service) Act, 1996 forconstruction and maintenance of labour camp. Contract AgreementThe location, layout and basic facility provision of each labour camp will be submitted to Guideline 4 Environmental

C.7.1 Accommodation CSC and PRBDB prior to their construction. (Guidelines for Contractor Specialist ofThe Construction will commence only upon the written approval of the Environmental construction camp) CSC, PRBDBSpecialist of CSC.The Contractor will maintain necessary living accommodation and ancillary facilities infunctional and hygienic manner and as approved by the CSC.Ihe Contractor will construct and maintain all labour accommodation in such a fashionthat uncontaminated water is available for drinking, cooking and washing.The Contractor will also provide potable water facilities within the precincts of everyworkplace in an accessible place, as per standards set by the Building and otherConstruction 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 suchfacilities. Environmental

C.7.2 Potable Water b) If any water storage tank is provided that will be kept such that the bottom of the tank IS 10500A1991 Contractor Specialist ofat least Imeter above the surrounding ground level. I CSC, PRBDB

c) If water is drawn from any' existing well, wlhich is witlhin 30meters proximity' of anytoilet, drain or other source of pollution. the well will be disinfected before water isused for drinking.

d) All such wells will be entirely' covered and provided with a trap door, which will bedust proof and waterproof.

c) A rcliable pumDp will be fittcd to each covered well. The trap door will be kept lockedand 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-

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Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) Juljy 2006

S. Environmental ResponsibilityNo. Issue Mlanagement Measures Reference document Planning and Supervision/

Execution NMonitoring1991.

Environmental Specialist of CSC will be required to inspect the labour camp once in aweek to ensure the compliance of the EMP.The contractor will ensure that -> 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 adjacentwater courses take place

Sanitation and separate toilets/bathrooms, wherever required, screened from those from men EnvironmentalC.7.3 SewageoSyandm (marked in vernacular) are to be provided for women MoRTII: 114.14 Contractor Specialist ofSewage System > adequate water supply is to be provided in all toilets and urinals CSC, PRBDB

Night soil can be disposed of with the help of local municipal extractor or disposedof by putting layer of it at the bottom of a permanent tank prepared for the purposeand covered wvith 15 cm. layer of waste or refuse and then covered with a layer ofearth for a fortnight.

The contractor will provide garbage bins in the camps and ensure that these are regularlyC. 7.4 Waste Disposal emptied and disposed off in a hygienic manner as per the Comprehensive Solid Waste

C.. Wt Management Plan approved by the Environmental Specialist of CSC. PreferablyContractor shall operate a compost pit for the disposal of biodegradable wastes.

C.8 Contractor's Demobilization

Environmental The PRBDB will undertake seasonal monitoring of air. water. noise and soil quality Contractor EnvironmentalConditions 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 andMonitoring Plan prepared. National Standard of Air, Noise and Water given in Annex 13 PRBDB,

NHAI

Continuous The Environmental Specialist of CSC will have continuous interactions with local people Environmental Specialist ofCommunity around the project area to ensure that the construction activities are not causing undue Ecialist ofC.8.2 Participation inconvenience to the locals residing in the vicinity of project site under construction due Speclist oC PRBDB,

to noise, dust or disposal of debris etc. NHAI

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Punjab State Road Sector Project EMP (PA TIALA -SIRHIND) July 2006

RcsponsibilityS. Environmental

No. Issue N\lanagement Measures Reference document Planning and Supervision/Execution Nlonitoring

Contractor will prepare site restoration plans, which will be approved by theEnvironmental Specialist of CSC. The clean-up and restoration operations are to beimplemented by the Contractor prior to demobilization. The Contractor will clear alltemporary structures; dispose all garbage, night soils and POL (Petroleum, Oil andLubricants) wastes as per Comprehensive Waste Management Plan and as approved by

Clean-up CSC. EnvironmentalC. 8.3 Operations, All disposal pits or trenches will be filled in and effectively sealed off. Residual topsoil, Envistal

Restoration and if any will be distributed on adjoining/ proximate barren land or areas identified by the Contractor Specialist ofRehabilitation Contractor and approved by the Environmental Specialist of CSC in a layer of thickness CSC. PRBDB

of 75 mm-150 mm.All construction zones and facilities including culverts, road-side areas: camps, Hot Mixplant sites. Crushers, batching plant sites and any other area used/affected due to theproject operations will be left clean and tidy, at the Contractor's expense, to the entiresatisfaction to the Environmental Specialist of CSC.

C.9 Construction Activities by PRBDB/PWD

The plantation at the following locations will be implemented by the PRBDB through the Guideline I State ForestC.9.1 Tree Plantation State Forest Department. i). Road side. ii) enhancement sites. iii). Forest land iv). (Arrangement for Department PRBDB

Community Forestation forest department)

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.

0.1 Operation The indicators selected for monitoring include the survival rate of trees; utility of Table 5.2 & 5.3 PRBDB/PWD PRBDB/PWDPerformance enhancement provision made under the project; status of rehabilitation of borrow areas;

and effectiveness of noise barriers.Maintenance of PWD will ensure that all drains (side drains, median drain and all cross drainages) are

0.2 ainage periodically cleared especially before monsoon season to facilitate the quick passage of PRBDB/PWD PRBDB/PWDrainwater and avoid flooding.

Pollution The periodic monitoring of the ambient air quality, noise level, water (both ground and Pollution0.3 Monitoring surface water) quality, soil quality in the selected locations as suggested in pollution Table 5.2 & 5.3 Monitoring PRBDB/PWD

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 and0.4. Monitoring of rehabilitated), embankments and other places expected to be affected, will be carried out PRBDB/1'WD PRBDB/PWD

Borrow Areas once in every three months as suggested in monitoring plan.


Punjab State Road Sector Project EMP (PA TIAL4-SIRHIND) Julj 2006

S. Environmental ResponsibilityNo. Issue Mlanagement Nicasures Reference document Planning and Supervision/


PRBDB/PWD, PRBDB/PWDChanges in Land Necessary hoardings will be erected indicating the availability of ROW and legal charges Revenue

0.5 Use Pattern for encroachment of RoW. Budgetary provisions are to be made to control the ribbon Departmentdevelopment along project road. and Local PRBDB/PWD

Civic Bodies

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

Public llowever the public will be advised to construct the noise barriers such as walls, double glazcd0.7 awareness on windows and tree plantation between the roads and their property PRBDB PRBDB

Noise levels and The public aw arencss is necessary regarding the human health through the news papers andHealth Affects consultations and distribution of pamphlets during the operation stage.


Punjaib State Road Sector Project EMP (PA4 TIALA4-SIRHIND) July 2006

Part B: Environmental Management Measures (Bridges)

The specific management / mitigation measures required for bridge works are covered.These measures must be read in congestion with those already covered in part A.


Punjab State Road Sector Project EMP (PA TIA L4 -SIRHIND) July 2006

Table 3.2: Environmental Management Measures - Bridges

S No Environmental |Ianapemenr Nleasures Reference ResponibililyN. Issue MaaeenIl.sue efrnenning and Supenision2 Isu l |F ecu (ion- | ITzonitoring

PRE-CONSTRLICTION STAGE ----- _--_-

Pre-construction activities by Construction Management Unit

PermisionfromTAP. Permission from Permission from Irrigation department shall be taken prior to start of construction work "EO PRBDB" Consultant,

department on bridges. m(PRBDB)

CMU through

Pollution Water Quality upstream and down stream of bridges will be tested prior to initiation of approved "EO. Monitoring any work at the site of new construction of Bridges to establish baseline. Monution PRBDB"

LaboratoryContractor/Environmental Expert of TA Consultant/CMU (PRBDB)

The contractor as per prevalent rules will carry out negotiations with the landowners forobtaining their consent for temporary use of lands for traffic detours, material storage, TA

Prranempor construction machinery &equipment, vehicle parking etc.. Contractor shall enter into a Cotrt Consultant,Temporary Land written agreements with land owners for all such sites and Environment Officer will be CMU

Requirement required to ensure that the rehabilitation/clearing up of the sites prior to handing over to (PRBDB)

the owners have been carried out as per written agreement. i_--_----CONSTRUCTION STAGE

Activities to be Carried Out by the Contractor

C.A General Arrangements

The contractor shall identify disposal sites and will report the same to the EnvironmentOfficer. These locations will be checked on site and accordingly approved byEnvironment Officer prior to any disposal of waste materials.Contractor shall prepare Comprehensive Solid Waste Management Plan in consultationwith Environment Officer and after approval of plan by Environmental Officer debris

Dismantling of shall be disposed off accordingly. EnvironmentC 1 Structures/ No dismantling work shall be carried out at night, or during storm or heavy rain. No Contractor Officer, CMU

Components and dismantling will be carried out without identification and approval of site by (PRBDB)Debris Disposal Environment Officer of TA consultant. Dismantled material will not be stored in canal

bed, embankment slopes except material which will be reused in Construction. All debrisrequiring disposal will be directly taken to the Pre identified disposal site and depositedas per approved Comprehensive Waste Disposal Locations.Debris generated shall be reused in the construction of temporary diversion of traffic,filling in embankment, slope protection work etc subject to the suitability of the

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, ... ( *@ - @ - -@ -e -0 @ @ @ @ @ - -@ -- * -O * O e -e - -1Punjab State Rood Sector Project EMP (P4 TIA LA -SIRHIND) July 2006

En% ironnienial Respon;ibii1S. No. Issue Nianagement M!easures Rererence Planning and Supenision

-_ -_ -_ -_ -_-_- -- E%eculion /Monitoringmaterials and approval of the Engineer and Environment Officer.All arrangements for dismantling, clearing debris and its transportation will beconsidered incidental to the work and will be planned and implemented by theContractor as approved and directed by the Environment Officer.Construction of temporary traffic diversions shall be carried out in accordance with the

plans prepared and approved during pre-construction stage.Temporary diversions will be constructed after receipt of approval from concernedauthorities and under supervision of Environment Officer.Warning boards should be placed at least 500m and 200m from the construction sites onboth sides along with battery operated lamp / retroreflected lamps.Flashlights be provided at least 200m before the construction site on either side givingwarning to drivers before reaching construction sites.Signs, lights, barriers, cones, and other traffic control devices, as well as the ridingsurface of diversions shall be maintained in a satisfactory condition till such time they

t o are required as directed by the engineer.Construction of Contractor shall keep the temporary traffic diversions free of dust by sprinkling of water Environment

divem rsion three times a day and as required under specific conditions (depending on weather (PRBDB)diversions conditions, construction in the settlement areas and volume of traffic). P

Contractor shall prepare a Detailed Traffic Control Plans and shall submit it to theEnvironment Officer for approval, five days prior to commencement of works on anybridge. The traffic control plans shall contain details of temporary diversions, trafficsafety arrangements i.e. lighting arrangement, signages, arrangement of flagmen etc. TheContractor will provide specific measures for safety of pedestrians and workers at nightas a part of traffic control plans. The Contractor will ensure that the diversion/detour isalways maintained in running condition, particularly during the monsoon to avoiddisruption to traffic flow.The contractor will also inform local community of changes to traffic routes, conditionsand pedestrian access arrangements with assistance from local bodies and PRBDB.Contractor shall not store/dump the construction material in watercourseArea for storage of material near the work site will be earnarked in consultation with Environmental officer ofTechnical Assistance Consultant/ CMU. This area shall not be at a distance of less than 50 from bank of thewatercourseThe access road should be free from water logging. Environment

Cl 3 Handling and Storage area should be levelled ground, stacking area should be planned and have racks, IS: 7293 Contractor Officer, CMU. storing of materials stands, sleepers, access traces etc and properly lighted, all materials consumables, IS: 7969 (PRBDB)

including raw steel or fabricated materials shall be stored properly on platforms, skids orother supports IS: 7293 & IS: 7969 dealing with handling of materials and equipment forsafe working should be followed.Contractor shall prepare a plan for handling & storing of material at bridge construction


Plunjab State Road Sector Project EMP (PA TIA LA -SIRHIND) July 2006

] Env'ironmenial n = Responsibilil) 1S. No. Issue Management Measures Reference Planning and Supern ision-- _ -_ - - -- - ----- EIecution fNlonitoring

site and shall submit it for approval from Environmental Officer/Engineer

Contractor will not obstruct the flow of water while constructing/ rehabilitating bridges.Contractor shall ensure that velocity in the constricted portion does not increase morethen twice the lean season velocity. This will help turbidity control in downstream andminimum disruption to flora and fauna.Contractor shall carry out the excavation for foundation & construction of substructuresduring lean season to reduce turbidity levels and soil erosion, which may causedisruption to flora and fauna.Construction over and close to the non-perennial streams shall be undertaken in the dryseason.Contractor shall construct river training and protection work i.e construction of guide

Water Training and bunds, guide walls, bank protection, flooring and approach embankment protection etc. EnvironmentC. 1.4 Disruption to Other as given in engineering design./drawing in such a fashion that will provide safety to the Contractor Officer, CMU

Users of Water bridge structure and its approaches against damage by flood /flowing water and at the (PRBDB)same time shall not pollute water.Contractor shall prevent the soil erosion by minimizing the amount of exposed soil,minimizing the time the soil is exposed, avoiding steep cutting of slope (steeper than1:2), and constructing all slope protection measures whether incidental or payable,temporary or permanent in time.The contractor shall serve notice to the down stream users well in advance ifconstruction work is expected to disrupt users of community water bodies or flow ofsurface water body is diverted. The Engineer/CMU will ensure that contractor has servedthe notice to the downstream users of water well in advance.The contractor wvill take prior approval of the Irrigation Department or CMU (PRBDB) for any such activity.

Aquatic fauna No worker should catch fish in the canals. Proper warnings and Instructions to workerq i will be given in this regard.

Labor Minimum required labor should stay at night at bridge site and contractor will makenecessary arrangement of toilets, waste sanitation, Drinking water requirement at site.

C.2 Pollution

C.2.1 Water Pollution

Contractor will avoid construction works over/close to the canals during monsoon to Clause no 501.8.6minimize Impact on surface watercourses. MoRT&H

Water Pollution The Contractor should not discharge wastewater, generated during construction, into Specificationfor EnvironmentC.2.1.1 from Construction streams, water bodies or the irrigation system without preliminary treatment and should Road and Bridge Contractor Officer, CMU

Wastes conform to Punjab State Pollution Control Board. Works (PRBDB)Cofferdams or formwork shall be such as to ensure still water conditions. All waste W ( P&C) P Actarising from the bridges construction activity is to be disposed off in the manner that is 1981acceptable to the State Pollution Control Board and as per approved Comprehensive


Punjab State Road Sector Project EMP (P4 TIALA -SIRHIND) July 2006

. En% ironmental g --- --e --- Responsibilil)S. No. Issue 11anagement NSleasu res Reference Planning and Super ision

Execution fNlonitoringWaste Management Plan.Wastes must be collected, stored and reused in the construction / taken to approveddisposal sites.The Environmental Officer will certify that all wastes generated on bridge site have beendisposed off as per norms or in environment friendly manner.To avoid contamination from fuel and lubricants, the vehicle and equipments will be Clause no 501.8.6

Contamination of properly maintained and refueling / maintenance of vehicles will not be done near the MoRT&Hwater from fuel and bridge sites. Specification for Environment

C2.1.2 lubricants Diesel Generator set will be placed on a cement concrete platform with oil and grease Road and Bridge Contractor Officer, CMUtrap to control the oil ingress into soil/ water bodies. Works (PRBDB)

W (P&C) PAct 1981

Contractor will ensure that no construction materials like earth; stone or any otherobstructing construction material is disposed in watercourse and will take all necessary Environment

C.2.1.3 Drainage and run- measures to prevent the blockage of water flow blocking the flow of water. Contractor Officer, CMUoff In addition to the design requirements, the contractor will take all required measures as (PRBDB)

directed by the Environment Officer to prevent temporary or permanent flooding of thesite or any adjacent area.

Siltation of Water The Contractor will not excavate beds of any stream/canals/nala for borrowing earth forBodies and embankment construction. Environment

C.2.1.4 Desrad Silt fencing will be provided at bridge locations where rehabilitation / New construction Contractor Officer, CMUDegradation of is proposed as per drawing and locations attached in Annexure. to avoid siltation of (PRBDB)Water Quality water bodies.

C.2.2 Air PollutionThe Contractor will follow good engineering practices during demolishing of bridges orpart thereof and during Construction and rehabilitation of bridges. ( Refer AnnexureEA& EMP ( Rehab.Road) Clause No. 111 &The contractor should provide Screen around the demolition sites as far as possible 501.8.6where feasible. MoRT&H Environment

C.2.2.1 Dust Pollution The contractor will reduce dust nuisance from construction sites by sprinkling of water, encapsulation of dust Specifications for Contractor Officer, CMUsource and by erection of screen/barriers RVehicle delivering material will be covered. End boards in loaders will be provided to prevent spillage Water Road and Bridge (PRBDB)will also be sprayed on temporary access roads and diversions. works Air ( p&CP)The air pollution monitoring will be carried out as per monitoring and reporting Actprogramme detailed in Environment Assessment and Management Plan.

C.2.3 Noise Pollution

C.2.3.1 Noise Pollution: The demolition of bridges / rehabilitation of bridges will be done using good engineering Contractor I Environment

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Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) July 2006

Eni ironmenial ResponsibilitlS. No. Issue Management Nleasures Rererence Planning and I Supen isionExecution [ lMoniloring

Noise from practices so that noise levels are kept at acceptable leveis. Officer, CMUVehicles, Plants If required screens will be erected around the construction sites. (PRBDB)and Equipments

C.3 SafetyTool box meeting will be held at least once a week in order to brief workers aboutSafety, do's and don't during construction. Toolbox safety meetings are on the-jobmeetings and will keep employees alert to work - related accidents and illnesses.Toolbox meetings helps alert employees to workplace hazards, and by

Tools Box preventing accidents, illnesses and on -the -job injuries. The meeting shouldMTings Box involve groups of people who work together and face same sort of injury risks.Meetings The meetings should be so designed to raise employee's awareness following

hazardous incidents, a recent injury or near miss. Toolbox meeting improveworkplace safety and health, provide information and instructions, improveconsultation and help identify hazards and deciding what action needs to betaken to reduce the risks.Contractor will provide:> Protective footwear, goggles and clothing to all workers employed on laying of

wearing coat, preparing cement mortars for brick work, concreting, painting etc.> Welder's protective eye-shields to workers who are engaged in welding works) Earplugs to workers exposed to loud noise, and workers working with jack hammer,

joint cutting machines, vibrators etc.> Adequate safety measures for workers during handling of materials at site are taken

up.> The contractor will comply with all regulations regarding safe scaffolding, ladders,

Personal Safety working platforms, gangway, stairwells, excavations, trenches and safe means of Environmentty Mentry and egress.C.3.1 Measures for At every workplace, good and sufficient water supply will be maintained to avoid Contractor Officer, CMU

Labour waterborne/water-related/ water-based diseases to ensure the health and hygiene ofworkers.

> Persons working should wear safety helmets and rubber gloves> Contractor at his own expenses shall put up necessary shoring, shuttering and

planking or cut slopes to a safer angle or both with due regard to the safety ofpersonnel and workers and to the satisfaction of the Engineer

The contractor will comply with all the precautions as required for ensuring the safety ofthe workmen as per the International Labor Organization (ILO) Convention No. 62 as faras those are applicable to this contract.The contractor will make sure that during the construction work all relevant provisions of


Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) Julj 2006

En% ironmenll Responsibiit)S. No. Issue Management Nieasures Rererence Planning and Supern ision- _ -_ -- _-_--- Execution /lonitoringthe Factories Act, 1948 and the Building and other Construction Workers (regulation ofEmployment and Conditions of Services) Act, 1996 are adhered to.The contractor will not employ any person below the age of 14 years for any work andno woman will be employed on the work of painting with products containing lead inany form.The contractor will also ensure that no paint containing lead or lead products is usedexcept in the form of paste or readymade paint.Contractor will provide facemasks for use to the workers when paint is applied in theform 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 andenforce non-compliance of use of PPE with zero tolerance. These will be reflected in theConstruction Safety Plan to be prepared by the Contractor during mobilization and willbe approved by SCContractor shall install a warning device in the area to be used to warn the workers incase of mishap/emergency.Contractor shall provide Safety helmets conforming to IS 2925 to all the workmenengaged in dismantling work.The shed and tool boxes should be located away from work site.Goggles preferably made up of celluloids and gas masks shall be worn at the time ofdismantling, especially where tools like jack hammers are deployed to protect eyes frominjuries from flying pieces, dirt, dust etc.The workers shall wear leather or rubber gloves during demolition of RCC work.Screens made up of GI sheets shall be placed wherever necessary to prevent the flyingpieces from injuring the workersWater should be sprayed to reduce the dust while removing concrete wearing course withjackhammer.No wok shall be taken up under the span when dismantling work is in progress.Contact numbers of Police, Fire Brigade, Ambulance, Police Station, Engineer, EO TAConsultant and PRBDB should be displayed at every bridge Site.Any skin contacts with epoxy materials; solvents and epoxy strippers should be avoided.Epoxy resin can cause irritation of skin particularly epoxy hardeners (B component) maycause a rash on skin in sensitive persons if incorrectly handled. The resin and hardener

Handling of should not be allowed to come into direct contact with skin. The most effective EnvironmentC.3 .2 Hazardous protection is achieved by wearing polythene gloves, rubber gloves, with a cloth liner, Contractor Officer, CMU

Materials/Chemical and protective clothing. (PRBDB)s The official toxicity classification on container labels may be looked for before starting work

Barrier creams are recommended but are not substitutes for protective clothing. Eyesshall be protected where splashing could occur while spraying. Good ventilation shall beensured and inhalation of vapours avoided. If materials are sprayed, a respirator shall be


Punjab State Road Sector Project EMP (PA TIA LA -SIRHIND) July 2006

ResponsibililyEn% ironmentalS. No. Issue nlManagement Measures Rererence Planning and Supen ision

-_ -- _ -_-- _-_-_------FExecution /lMIonitoringused. If skin contact occurs, it shall be immediately washed with a cleaner, followed bysoap and watcr. Should eye contact occur, it shall be flushed immediately with plenty ofwater for 15 minutes and a doctor called forIf contact occurs with the clothing, it shall be immediately changed to prevent furtherskin contact, and if the contact occurs with component A or B, the clothing shall bethrown away. Hardened epoxy is not harmful but will break the clothing.All emptied used buckets; rags and containers shall be removed from site. These shall bestored in waste disposal bags and suitable disposedThe contractor will prepare a hazardous waste management and disposal plan and willsubmit a copy of it to Environmental officer (PRBDB) for review and supervision.

The Contractor will ensure that temporary bridges constructed for diversion of traffic areas per norms and safe and approved by Environment Officer.Speed limits will be set for movement of traffic on temporary bridges.The contractor will take all necessary measures for the safety of traffic duringconstruction and provide, erect and maintain such barricades, including signs, markings,flags, lights, warning boards and flagmen as proposed in the Traffic Control Environment

Traffic Plan/Drawings and as required by the Environment officer for the information and Officer,C.3.3 Management and protection of traffic approaching or passing the bridge under construction or through the Contractor cMu

Safety temporary diversion. (PRBDB)The contractor will ensure that all signs,-barricades, markings are provided as per theMoRTH specifications. Before taking up of construction on any bridge site, a TrafficControl Plan will be devised and implemented to the satisfaction of the EnvironmentalExpert. The contractor shall take all necessary measures for the safety of traffic duringconstruction and provide, erect and maintain such barricading, including signs, markingslights and flagmen ect. For the information and protection of traffic.

C.3.6 First Aid A readily available first aid unit including an adequate supply of sterilized dressing Contractor Environment.3. materials and appliances as per the Factories Rules at every Bridge Construction site. (PRBDB)

. The contractor will provide, erect and maintain informatory/safety signs, hoardings EnvironmentC.3.7 Informatory Signs written in English and local language, wherever required or as suggested by the Contractor Officer ,CMU

and Hoardings Environment Officer. (PRBDB)CMU through

Pollution CMU will monitor water quality both upstream and downstream of bridges thrice a year approved.3. Monitoring as detailed in Chapter 4 ( Monitoring Measures ) at the site of new bridges. Monitoring

LaboratoryC.4 Contractor's Demobilization


Punjab State Road Sector Project EMlP (PA TIALA-SIRHIND) July 2006

En% ironmen.al ResponsibililyS. No. Misse Management NMeasures Reference Planning and Supern isionIssue Execution fMoniloring

Contractor will prepare site restoration plans, which will be approved by theEnvironment Officer. The clean-up and restoration operations are to be implemented bythe contractor prior to demobilization. All spaces excavated and not occupied by the

Clean-up foundation or other permanent works shall be refilled with earth upto surface of EnvironmentC.4 1 Operations, surrounding ground. Contractor Officer,

Restoration and The contractor will clear all temporary structures; dispose all surplus material laying in CMURehabilitation waterway or around bridge site as per Comprehensive Waste Management Plan and as (PRBDB)

approved by Environment Officer.The bridge construction site will be left clean and tidy, at the contractor's expense, to thesatisfaction to the Environment Officer.

OPER.ATION SIAGE

Activities to be Carried Out by the CMU (Construction Management Unit)Monitoring The PRBDB will monitor the operational performance of the various mitigation

0.1 Operation measures carried out in the form of river training works as a part of the project PRBDB PRBDBPerformance The indicators selected for monitoring include the water quality status, Soil erosion etc.

The periodic monitoring of the surface water quality at the selected locations as Moniti PR0.2 Pollution suggested in pollution monitoring plan will be responsibility of PRBDB. These locations Aenc PRBDB

Monitoring will be monitored once during operation stage. (Refer Chapter 4 Monitoring Measures). t ge Cy

Contractor will submit Accident Safety and Hazardous Chemical Spill Management Plan0.3 Safety Measures and will get it approved by the "EO PRBDB". The plan should also have details of

detours in case of emergency.


00S

0

S99S9

S99S0S9

0

S0S

0S

0 SECTION 4: ENHANCEMENT MEA SURES

S

S0

Punjab State Roaol Sector Project EMP (PA TIALA-SIRHIND) Julv 2006

4 ENHANCEMENT MEASURES

Environmental Enhancements refer to the positive actions to be taken up during the implementationof the Project for the benefit of the road users and the communities living close to Project road andare in addition to the mitigation measures proposed.

4.1 OBJECTIVE

The objective of Environment Enhancement is;

To improve visual qualities of highway by providing aesthetically pleasing landscape features

To integrate the road corridor with surrounding views and landforins.

To improve the environment setting along the road

To improve the condition of neglected Archaeological / Communities sites

To integrate local communities with the project by development community properties along theroad.

. Provide facilities to Highway user.

4.2 METHODOLOGY

Procedure followed for Environment Enhancement Measures in includes the following inchronological order;

Selection of Sites

Development of Design concept and preparation drawings

Discussion and finalization of drawing with PRBDB

Revision of drawings

Integration of cost with project cost estimate

Selection of Sites

The sites for environment enhancement measures were selected on the basis of defined criteria fordifferent type of properties, which are detailed out in preceding sections:

Development of Design concept and Preparation of drawings

On the basis of discussions, objective of environment enhancement, requirements of communitydesign concepts were developed for enhancement of sites. Based on these design concepts conceptualdrawings were prepared.

Discussion and finalization of drawing with PRBDB

The conceptual drawings along with other inputs used like selection criteria, Design concepts,discussion with communities / site authorities were discussed with PRBDB officials for theirapproval.

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Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) JulY 2006

Revision of Concept drawings

The conceptual drawings were revised based on the observations of PRBDB and finalised the conceptdrawings.

Integration of Cost into Project Cost Estimates

The Bills of Quantities and Cost estimates were prepared and put under Head "Environment" Bill ofCost Estimates item no. 12

4.3 ENHANCEMENT OF WASTEWATER PONDS

All the water bodies along the road are waste waster ponds. The only criteria to enhance these waterbodies are to improve visual view or improve scenic beauty of these waste water ponds. Few treesplantation and ground cover with shrubs / bushes are the features of these enhancements.

4.4 ENHANCEMENT OF RELIGIOUS STRUCTURES

The scope for enhancement includes the possibility of any further improvement, availability of spacefor enhancements and the likely benefits for the local community as well as the road users.

The sites having good scenic beauty and ample space for parking and sitting are conceived aspotential stopovers. Shading and pleasant views are considered important in such places. Thepresence of ponds near stopover is considered preferable as it gives pleasant view. The incidentalspaces resulting due to change in alignment of the road are proposed to be developed as landscapedgreen areas to improve the visual quality of the road. Tree plantations are suggested only at thoseplaces where the local people are willing to take care of the trees, as maintenance of trees is a majorissue.

4.5 ENHANCEMENT OF EDUCATIONAL INSTITUTES

Educational Institution

Criteria for Selection

* Proximity to Project Road

Public demand and use

S Road Safety

Design Concept

Special safety provisions have been taken into account while planning for such sensitive areas.Boundary walls demarcating the site extents of these properties have also been incorporatedseparating it from other areas, thereby providing proper ambience for education of children. The siteis dominated by soft landscape and character has been retained. Further informal seating underexisting trees have also been planned for to continue with the concept of open air schools. The siteshave also been furnished with prayer platforms with continuous rows of trees around it.

Proposed Enhancement sites are summarised below. Type of enhancement and detailed concept planis given in Annexure 4.1 & 4.2.

VolumeSB Page 38 of53

Punjab State Rood Sector Project EMP (PA TIALA-SIRHIND) JulY 2006

Table 4.1: Summary of Enhancement Locations

S.No. T e of Enhancement Number of Enhancement sitesl Primary School 22 Religious Structures I3 Wastewater pond I4 Village gates I5 Bus bay 86 Sitting arrangement 37 Access to Educational Institute l

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5 SECTION 5: MONITORING PROGRAMSSSSSa

Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) JulY 2006

5. MONITORING PROGRAM

5.1 ENVIRONMENTAL MONITORING PLAN

The monitoring programme is devised to ensure that the envisaged purpose of the project is achievedand results in the desired benefit to the target population. To ensure the effective implementation ofthe EMP, it is essential that an effective monitoring programme be designed and carried out. Broadobjectives of the monitoring programme are:

To evaluate the performance of mitigation measures proposed in the EMP

To suggest improvements in the management plans, if required

To satisfy the statutory and community obligations

The monitoring programme contains monitoring plan for all performance indicators, reportingformats and necessary budgetary provisions. Monitoring plan for performance indicators andreporting system is presented in the following sections.

5.1.1 Performance Indicators

Physical, biological and environmental management components identified as of particularsignificance in affecting the environment at critical locations have been suggested as PerformanceIndicators (Pls). The Performance Indicators shall be evaluated Linder three heads as:

Environmental condition indicators to determine efficacy of environmental managementmeasures in control of air, noise, water and soil pollution;

0 . Environmental management indicators to determine compliance with the suggestedenvironmental management measures

Operational performance indicators have also been devised to determine efficacy and utility ofthe mitigation/enhancement designs proposed

The Performance Indicators and monitoring plans prepared for Project Ilm7plenmentation are presentedin Table 5.1.


Pulnjab Staite Road Sector Project EMP (PA TIA4LA -SIRHIND) July 2006

Table 5.1: Performance Indicators for Project Implementation

Si. Indicator Details Stage ResponsibilityNo.A Environmental Condition Indicators and Mlonitoring Plan

Pre Construction CMU through approved monitoring agencyI Air Quality Construction CMU through approved monitoring agency

Operation PWD through approved monitoring agencyPre Construction CMU through approved monitoring agency

2 Noise Levels Construction CMU through approved monitoring agency

____ _______________________Operation PWD through approved monitoring agencyThe parameters to be monitored, frequency and duration of monitoring Pre Construction CMU through approved monitoring agency3as well as the locations to be monitored will be as per the Monitoring Pr Construction CMU through approved monitoring agency.

3 Water Quality Plan prepared (Refer Table 5.2) Construction CMU through approd monitoring agency

Operation PWD through approved monitoring agency

CMU through approved monitoring agency.Construction

4 Soil Quality

Operation PWD through approved monitoring agency

B Environmental Alanagement Indicators and Mlonitoring Plan

I Construction Camps Location of construction camps have to be identified and parameters Pre-construction CMUindicative of environment in the area has to be reported

Location of borrow areas have to be identified and parameters

2 Borrow Areas indicative of environment in the area has to be reported. Refer Pre-construction CMUGuidelines 3.5 (Guidelines for Borrow Areas AManagement) for theidentif ed Borrow Areas.

3 Tree Cutting Progress of tree removal marked for cutting is to be reported Pre-construction Forest Department to CMU4 Tree Plantation Progress of measures suggested as part of the Strategy is to be reported Construction Forest Department

C Mtanagement & Operational Performance Indicators

I Survival Rate of Trees The number of trees surviving during each visit will be compared with Operation Forest Department] PWDthe number of saplings planted

2 Status Regarding Rehabilitation The CMU will undertake site visits to determine how many borrow The PWD/PRBDB will be responsible for aof Borrow Areas areas have been rehabilitated in line with the landowner's request and Operation period of three years.

to their full satisfaction.

3 Soil Erosion Visual monitoring and operation inspection of embankments will be . The PWD/PRBDB will be responsible for acarried out once in three months. Operaton period of three years.


Punjab State Roanl Sector Project EMP (PA TIALA-SIRIlINDV) Ju/l, 2006

5.1.2 Monitoring Parameters and Standards

The Environmental monitoring of the parameters involved and the threshold limits specified arediscussed below:

Ambient Air Quality Monitoring (AAQM)

The air quality parameters viz: Sulphur Dioxide (SO2), Oxides of Nitrogen (NON), Carbon Monoxide(CO), Hydro-Carbons (HC), Suspended Particulate Matter (SPM), and Respirable Particulate Matter(RPM) shall be regularly monitored at identified locations from the start of the construction activity.The air quality parameters shall be monitored in accordance with the National Ambient Air QualityStandards as given in Annexure 5.1. The duration and the pollution parameters to be monitored andthe responsible institutional arrangements are detailed out in the Environmental Monitoring PlanTablc 5.2and specific details in Table 5.3.

Noise Quality Monitoring

The noise levels shall be monitored at already designated locations in accordance with the AmbientNoise Quality standards given in Annexure 5.2. The duration and the noise pollution parameters tobe monitored and the responsible institutional arrangements are detailed in the EnvironmentalMonitoring Plan Table 5.2 and specific details in Table 5.3.

Water Quality Monitoring

Water quality parameters such as pH, BOD, COD, DO coliform count, total suspended solids, totaldissolved solids, Iron, etc. shall be monitored at all identified locations during the construction stageas per standards prescribed by Central Pollution Control Board and Indian Standard Drinking waterspecifications IS 10500, 1991, presented inAnnexure 5.3. The duration and the pollution parameters to be monitored and the responsibleinstitutional arrangements are detailed out in the Environmental Monitoring Plan Table 5.2 andspecific details in Table 5.3.

5.1.3 Monitoring Plans for Environment Condition

For each of the environmental components, the monitoring plan specifies the parameters to bemonitored; location of the monitoring sites; frequency and duration of monitoring. The monitoringplan also specifies the applicable standards, implementation and supervising responsibilities. Themonitoring plan for the various environmental condition indicators of the project in construction andoperation stages is presented in Table 5.2.

Monitoring plan does not include the requirement of arising out of Regulation Provision such asobtaining NOC/ consent for plant site operation.

Reporting System

Reporting system provides the necessary feedback for project management to ensure quality of theworks and that the program is on schedule. The rationale for a reporting system is based onaccoLuntability to ensure that the measures proposed as part of the Environmental Management Planget implemented in the project. Reporting system for the suggested monitoring program operates attwo levels as:

Reporting for environmental condition indicators and environmental management indicators

Reporting for operational performance indicators at the CMU level.


***-* *-* e e *e @. [email protected]...@......@

Punjab State Road Sector Project EAIP (PA TIALA-SIRHIND) July 2006

Table 5.2: Environmental Monitoring Plan

Attribute Project Stage Parameter Special Guidance Standards Frequency Duration Location Implementation

High volume sampler to Along the road (referConstruction be located 50 m from the Three seasons per table no 5.3)

Air CO, NOx. SPM, plant in the downwind Air (prevention and year 24 hours Htmx/bchngpat PRBDBRPM. and SO2 direction. Use method Control of Pollution) Sampling Hn m A thi plan (refer

Operation specified by CPCB for Rules, CPCB. 1994 Two seasons in a Along the road (referanalysis year for three years table no 5.3) PRBDB

All essential Along the road (refer PRBDBCosruto charactcristicsForsanspryrtblno53

and some of Grab sample collected Indian Standards for Four seasons per year table no 5.3)desirable from source and analvse Inland Surface Waters

Water characteristics as as per Standard Methods (IS: 2296, 1982) and Sabdecided bv the for Examination of Water for Drinking Water (IS four seasons forSampling

Operation Environmental and Wastewater 10500- 1991) thr yeas Surface water sourcesSpecialist ofthe ye PRBDB

CSC and PR-BDB

Equivalent noise levels Along the road (refer PRBDBConstruction using an integrated noise Three seasons per table no 5.3)

level meter kept at a year Hot mix / batching plantNoise levels on distance of 15 from edge MoEF Noise Ru Leq in dB(A)dB (A) scale of pavement 2000 of day timeNoise Equivalent noise levels Three seasons per and night time Along the road (refer

Operation using an integrated noise year for three yearsr table no 5.3) PRBDBlevel meter kept at a

distance of 15 from edgeof pavement

Threshold for each Along the road (referConstruction M f Pb. Sample of soil collected to contaminant set by tRIS Four seasons per year Grab table no 5.3) plBDtSoil MonitOin o acidified and analysed Hot mix / batching plant PRBDBSAR and Oil & using absorption database of USEPA Sampling Along the road (refer

Operation Grease spectrophotometer until national standards four seasons for table no 5.3(PRBeare promulgated three years PRBDB

Borrow Construction As per Visual Observation Once in a month Borrow area location Contractorarea GuidelinesTe As per

I Operation stage Rehabilitation Quarterly Areas where plantation PRBDBplantation Plnis being donePlan

Vo//nme5B Page 43 of 5'

Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) Julv 2006

Table 5.3: Environmental Monitoring Locations

Environmental ChainageComponent SI No. (Near by) Location RemarksI 16.500 Jakhwali Residential/Cominercial

Air quality 2 29.400 Sirhind Junction Residential/Commercial

Location of hot mix plant1 20.600 Rurkee Ground water (Tube well)

Water quality 2 28.200 Sirhind Surface water (canal)3 Labour camp site (Drinking water)4 Construction sites (Drinking water)1 16.500 Jakhwali Residential/Commercial2 24.200 Educational Sensitive

Noise monitoring Institute3 29.400 Sirhind Commercial4 Construction yards

Soil quality At two locations

Table 5.4: Desired Monitoring and Reporting Process and ResponsibilitiesContractor CSC Consultant CMU, PRBDB

Implementati OvRrsee Reporting fromF2ormnat ItmSaeon and .uevs Reporting Oversee Reporting PRBDB to

No. Reporting to on to CNIU, Cotmpliane to EO W Por Bank)TA PRBDB Clompitorce PRBDB

_ Consultant MonitoringIdentification

pI for disposal Pre -construction One Time One Time One Time One Tine One Time One TimelocationsSetting up of

1'2 Construction Pre- construction One Time One Time One Time One Tine One Time One TimeCampEstablishment

P3 of Borrow Pre- construction Monthly Monthly Quarterly Quarterly Quarterly Quarterlyareas

o Ettablishment Before start of One Time One Time One Time One Time One Time One Timne_____of HMP/ BMP construction

Road SafetyP5 and Traffic Pre- construction Monthly Monthly Monthily Monithly Quarterly QLiarterly

ManagementArrangement Pre

P6 for Temporary Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly*_ _ Land Cntuto

Polluiion During Im-mediatelyP7 Moniioring Pre- Construction Quarterly Monitorin on receipt of Qua:irterly Q uarterly Quarterly0 .g resuilis

Tree DuringP8 cutting/Stump construction Monthly Monthly Monthly Quarterly Quarterly Quarterly

Removal periodIdentification

P9 of Source of Pre- construction One Time One Time One Time One Time One Time One Tinewater forConstruction

Details of earth DuringCl wor Construction Monthly Monthly Monthly Quarterly Qtiarterly Quarterlywork period

Details of Hot DuringC2 MixdPlan Construction Monthly Monthly Monthly Quarterly Quarterly QLiarterly

locantion/ periodDetails of During

C3 landfill Construction Monthly Monthly Monthly Quarterly Quarterly Quarterlylocations! period

*Details of DuringC4 Machinery in Construction Monthly Monthly Monthily Quarterly QLuarterly Quiarterly

__ _ _ _ Operations period_ _ _ _ _ _ __ _ _ _ _ _

C5 Redevrelopment During Monthly Monthly Monthly Quarterly HIalf Quarterly

'oluime SB Page 44 of 53

Putnjah State Road Sector Project EMP (PA TIALA-SIRHINDD) Jul ,2006

Contractor CSC Consultant CMltU, PRIIDBImplementati Oversee Reporting from

Format Item Stae on and . Reporting Fi. Reporting PRBDB toNo. g Reporting to Supeonisi to CMIIt, C le to EO, WN'orld Bank)

TA on PRBDB Complianlice PRBDBConsultaint Mntrn

of borrow areas construction Yearlyperiod

Safety Check DuigHalfC6 St construction Monthly Monthly Monthly Quarterly Yaly Quarterly

List ~period Yal

Accident During After After Immediately HalfC7 Report construction Accident Accident on receipt of Quarterly Yearly Quanterly

period reportPluin During During

C M8 oniton constrLuCtion QLiarterly Monitourn Quarterlv Quarterly QuLarterly QuiarterlyMonitoring period

C9 Enhaicement During Monthly Monthly Monthily Quarterly Quarterly QuarterlyMeasutres ConstructionRestoration of

CIO Construction Immediate after One Time One Time One Time One Time One Time QuarterlySites Construction

01 Pollution During Operation Quarterly Quarterly QuarterlyMonitoringMonitoring of Twice a

culvert opening Twice a year year04 and During Operatiotn Pre and Post Pre and

longitudinal monsoon Postdrains i_monsoon

FORMS T O BE FILLED BY CMU/TAForm forkeeping recordsof Consent I-lf

CMUI obtaired by Construction Quarterly Quarterly Quarterly Yearlycontractor (Tobe filled by TAConsuiltant)

Checklist forCMU2 Environment

InspectionSummary Sheet

CMU3 (To be filled by Construction Quarterly YealyCMU ) Yearly

The reporting formats are presented in the end of the EMP Document

i olunie 5B Page 45 of 53

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S SECTION 6: INSTITUTIONAL ARRANGEMENTS

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Punjab State Roa(l Sector Project EMP (PATIALA-SIRHIND) Julv 2006

6 INSTITUTIONAL ARRANGEMENTS

The Punjab Roads and Bridges Development Board (PRBDB) has been entrusted the responsibility ofsuccessful 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 ofthe 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. TheExecutive Engineers and supporting staff as Employers representatives nominated for the project willbe responsible for the implementation of the Projects under his division. The PRBDB is a small andefficient management organisation and is supported by a large number of competent highwayprofessionals that can be drawn from the Public Works Department. The Environmental and SocialExpert of PRBDB will look after the environmental issues during the project preparation,implementation and operation with the assistance of the Environmental Specialist of the ProjectDesign and Supervision Consultant. The structure is shown in more detail in Volume V section 9 andis summarised in Figure 6.1.

The Construction 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 quantitysurveyors, plus short term inputs from a social specialist, an environmental specialist, a contractspecialist and a training specialist.

The Environmental monitoring during the design and construction phase will be carried out by anIndependent Environmental Reviewer who has been appointed for this project. During the operationstage monitoring will be carried out by PRBDB with the help of the environmental monitoringagencies 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 projectactivities are presented in Table 3.1. Detailed environmental monitoring plans for air, noise, soil andwater quality is presented in Table 5.3. Tentative reporting formats for the reporting of theenvironmental aspects of the Contract are also presented in the EMP in, these reports must bereviewed by CSC and discussed with Contractor and PRBDB within 2 months of mobilization of theContractor or before commencement of the works.

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Punjab State Rood Sector Project EMP (PA TIALA-SIRHIND) JiuIv 2006

Figure 6.1: Institutional / Implementation Arrangements

PRBDBProject Director

ESDRCDeputy Project Director NODAL OFFICERSProject Manager <* Revenue Dept., etc.

/t ~(Coordination) w/ * Project Manager\

z ~(Environment)\CSC Project Manager (Social)\

Environment NGOOf ficer ++

C MU+ Executive Engineer .e

* Sub Divisional Engineer

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 tlle BOQ andsummarised 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 inaccordance 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 pondsetc).

The environmental management measures have been incorporated into the permanent and temporarywork items. Separate provisions have been made in the BOQ for the items which can be quantifiedseparately. Other items that are specified but not priced separately in the BOQ are to be included inthe Contractors rates.

6.2 TRAINING

The basic objective of giving training to different Stakeholder is to enhance their capabilities forimplementation of Environment Management and Monitoring Plan. It is recommended that trainingbe given at least 4 times both offsite and on site

Before Start of Construction Work

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tPu njab Stale Road Sector Project EMP (PA TIA LA-SIRHIND) Jul 2006

During Construction

* .During Construction

v .During construction at site

v .Before de-mobilization of Contractor

. After Construction before Start of Monitoring

The t-aining modules have been developed.

Table 6.1: Training Module

SI. No. Training Recipients Mode of Environmental Aspects 1 Training* Training to be covered in training Conductingmodules Agency

*SESSION-I (BEFORE START OF CONSTRUCTION WORK)Module-I Staff of PRBDB (Nodal Level), Lecture Overview. Need and CSC

* staff of CSC, PWD/ CMU Sessions, Value of Environmentengineers, Engineering Staff of Presentation Assessmentcontractor and collaborating andGovernment agencies discussion

* Module-ll Staff of PRBDB (Nodal Level), Lecture Institutional Set Up CSCstaff of CSC, PWD/ CMU Sessions, Role and Responsibilityengineers, Engineering Staff of Workshops & of Stake Holders andcontractor and collaborating Presentation Contractual obligationsGovernment agencies.

Module-Ill Staff of PRBDB (Nodal Level) Lecture Overall generic CSC0 involved in the project, staff of Sessions, Environment Issues.CSC. PWD engineers involved in Workshops & Regulations & Statuaryconstruction, contractor, and Presentation requirements andcollaborating Government Mitigation Measures

_ _ agencies

SESSION -11* Module-IV Staff of PRBDB (Nodal Level), Lectures: Project related Project CSC

staff of CSC. PWD / CMU Demonstratio related environmental0 engineers, Engineering Staff of n sessions issues and mitigationcontractor and other concerned measures

t _agencies.

Module-V Staff of PRBDB (Nodal Level). Group Environmentally Sound CSCv staff of CSC. PWD / CMU Discussions Construction

engineers, Engineering Staff of and action Management &contractor. plan for the Environmentally,

project Sustainable operations of* Highways

Module-VI Staff of PRBDB (Nodal Level), Lectures: Supervision and CSC- staff of CSC, PWD / CMU Group Monitoring, Reporting

engineers, Engineering Staff of Discussions Formats_ _ contractor.

* Module for Training during Construction

Module-I Staff of PRBDB (Nodal Level) Lecture Implementation of CSCinvolved in the project, staff of Sessions, EnvironmentCSC. PWD engineers involved in Presentation Management Plan.construction, contractor & Workshops Environmental Friendly

ConstructionMethodology andWorkers Safety duringConstruction

Module-lI Staff of PRBDB (Nodal Level) Lecture Interactive discussion, CSCinvolved in the project, staff of Sessions, Monitoring andCSC, PWD engineers involved in Workshops & Reporting Systemconstruction, contractor Presentation

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Punjab State Road Sector Project EMP (PATIALA-SIRHINID) Julv 2006

Si. No. Training Recipients [ Mode of Environmental Aspects TrainingTraining to be covered in training Conducting

modules AgencyModule for Training during Construction at Site

Module-I PWD / CMU engineers, Staff of Lecture Environmental Friendly CSCCSC, All Staff of contractor Sessions, Construction

Workshops & Methodology andPresentation Workers Safety

Module-ll PWD / CMU engineers, Staff of Practical on Safety Practices CSCCSC, All Staff of contractor. Site

Module for Training before Contractor DemobilizationModule-I PRBDB Staff, PWD/ CMU Lecture. Restoration of Site CSC

engineers, Staff of CSC. PresentationEngineering Staff of Contractor. Sessions

Module-ll PRBDB Staff, PWD/ CMU Lecture Reporting Formats for CSCengineers, Staff of CSC, Sessions, RestorationEngineering Staff of Contractor Presentation,

Workshopand lesson

l learnedAfter Construction before Start of Monitoring

* Module-I PRBDB Staff, PWD/ CMU Lecture Environment Monitoring CSCengineers Sessions.

Presentationand

WorkshopModule-lI PRBDB Staff. PWD/ CMU Lecture Reporting Formats CSC

engineers Sessions,Presentation,

Workshop

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0Pt njab State Roanl Sector Project EMP (PA TIALA-SIRHIND) Juh'V 2006

7 BUDGETARY PROVISIONS.

0 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 Forest. The works to be

undertaken by the Contractor have been quantified and the quLantities included in the respective BOQ* items such as earth works, slope protection, noise barriers, road safety features, and shrub plantation.0 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.

0 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 monitoring0 will be purchased through the Contractor and has been included in the BOQ of this contract.

0 The budgetary provisions for the implementation of the environmental management plan of theProject are presented in Table 7.1 and Table 7.2.

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Punjab State Road Sector Project EMIP (PA TIALA-SIRHIND) July 2006

Table 7.1: Environmental Budget (Part A)

SI. Component Stage Item Unit Unit Cost Quantity Total CostNo. (Rs.)

(A) FOREST CLEARANCE

Pre- Compensatory afforestation 1:2 land Ha. 90000 0 0Forest Clearance . afforestation

2 Construction Net Present Value Ha 920000 0 0

(A) Forest Clearance 0

(B) MITIGATIONRelocation of Hand Pumps (Included in No. 0RAP)

4 Pre- Silt Fencing M 1250 0 05 Water Construction Combined oil & Sedimentation No. 43,200 1 43,200

chambersOil Interceptors at Vehicle parking No. 2,200 l 2,200areas

7 Noise Construction Vegetative Noise Barrier (I location) Nos. 400 30 12,000Wall Barrier (1 location) cum 1760 25 44,000

(B) Mitigation cost 101,400(C) MONITORING

No. ofAt 2 locations, three seasons in aMonitoring along the road Samples 5,000 year for a period of 2.5 years 80,000

Samplesucion(Total 2x8 - 16 Samples)ConstructionP

Monitoring at Hot mix plant and batch No. of At 2 locations, three seasons in aAir Quality patSmls 5,000 year for 2.5 years (Total 2x8 = 16 80,000

plntSaplsSample)

Monitoring along the road at locations No. of At 2 locations, two seasons in aOperation where monitoring was done during Samples 5,000 year for a period of three years 60,000

12 constructions (Total 2x2x3 = 12 samples)

Drinking water quality monitoring at No. of At I location, four seasons in alaburcaip/ ors it Smpes 4,000 year for 2.5 years (Total I x IG = 1 0 40,00014labour camps! works site Samples smls

Construction samples)Water Quality No. of At I location, four season in a year

Monitoring along the road Samples 4,000 for 2.5 years(Total IxIO =10 40,00015 a eSamples)

1 6 Operation Monitoring along the road at locations -do- 4,000 At I locations four seasons in a 48,000

Volunme5B Page 51 of 53

Punjab Staite Road Sector Project EAIP (PA TIALA-SIRHIND) July 2006

where monitoring was done during year for three years (Total I x4x3 =

constructions 12 samples)

M No. of At 3 locations, three seasons in aMontoring along the road Samples 1,500 year for 2.5 years (Total 3x8 =24 36,000

19 Construction Samples)No. of At 2 location, three seasons in a

Noise Monitoring at construction yard Samples 1,500 year for 2.5 years (Total 2x8 =16 24,00020 Samples)

Monitoring along the road at locations No, of At 2 locations, three seasons in aOperation where monitoring was done during Samples 1,500 year for 2 years (Total 2x3x2 =12 18,000

21 constructions Samples)No of At 2 location, four seasons in a

Monitoring along the road Nomofs 3,000 year for 2.5 years (Total 2 x1O =20 60,000

24 Construction Samples)lMonitoring along hot mix plant and No of At 2 locations, four seasons in a

Soil Monitoringt alnghtmixpanladNoo 3000 year for 2.5 years (Total 2x1IO = 20 60,00025 samples)

No. of At I locations four seasons in aOperation Monitoring along the Road No.pofs 3,000 year for 3 years (Total lx4x3 = 12 36,000

26 Ssamples)

(C)- Monitoring Costs 582,000

(D) ENHANCEMENT

27 Enhancement Sites Construction Enhancement of Primary School No. 113,705 2 227,410(1)__ _ _ _ _ _

28 Enhancement Sites Construction Enhancement of Temple No. 158,550 1 158,550(2)

29 Enhancement Sites Construction Access to Educational Institutes No. 20,000 1 20,000(3)

30 Enhancement Sites Construction Bus Bays (Included in Engineering No. 5,000 8 40,000(4) design)

31 Enhancement Sites Construction Sitting Arrangement No. 18,000 3 54,000(5)

32 Enhancement Sites Construction Waste Water Pond No. 10,000 I 10,000(6)

33 Ehncm (7) Construction Village gates No. 20,000 1 20,000

(D)- Enhancement 529,960

Suwmiary of Cost

V'olaune5B Page 52 of 53

Punjab State Road Sector Project EMP (PA TIALA-SIRHIND) July 2006

(A) Forest Clearance 0

(B) Mitigation cost 101,400

(C)- Monitoring Costs 582,000

(D)- Enhancement 529,960

Total 1,213,360

Contingency ( 5% 60,668

Total Cost 1,274,028

Table 7.2: Environmental Budget (Part B)Si No. Component Item Unit cost (Rs.) Quantity Total cost (Rs.)

I Training at HO, PRBDB 1,50,000 1 1,50,000

2 Training Before Construction at CMU (2 nos.) 1,50,000 2 3,00,0003 Training Training during construction at CMU (2nos.) 1,40,000 2 2,80,0004 Training during construction at site (2nos.) 1,40,000 2 2,80,0005 Training Before Demobilisation of site at CMU (2nos.) 1,40,000 2 2,80,0006 Training during operation stage at CMU (2nos.) 1,10,000 2 2,20,000

7 Vehicle Vehicle for E.O, PRBDB, for all the roads including 30,000 24 7,20,000rehabilitation

Total (Rs.) 2,230,000

Volumne5B Page 53 of53

ANNEXURE

Annex 1.1 Typical Cross sectionsAnnex 2.1 Details of affected open wells, Hand pumps/ tube wells, waste

water ponds and schoolsAnnex 2.2 Detail of the Trees to be cutAnnex 2.3 Details of affected Religious structuresAnnex 3.1 Locations of Soil Borrow Areas for Earth WorkAnnex 3.2 Source of Aggregates and Lead DistanceAnnex 3.3 Summary and details of cross drainage structuresAnnex 3.4 Details of proposed Lined Drains at Urban LocationsAnnex 3.5 Design and locations of Silt fencingAnnex 3.6 Design of Oil Interceptor and Combined oil and sedimentation

chamberAnnex 3.7 Design and location of Noise BarriersAnnex 3.8 locations and schematic diagram of traffic calming measuresAnnex 4.1 Enhancement Site detailsAnnex 4.2 Conceptual drawings of Enhancement SitesAnnex 5.1 National Standards of AirAnnex 5.2 National Standards of NoiseAnnex 5.3 National Standards of WaterAnnex 5.4 Good practices in traffic control

SS

S

S

SSSS00SSS0S0

S Annexure 1.1: Typical Cross SectionsS

0SSSSSSSSSSS

1 *IS

002

K EXISTING CENTRE LINE

VARIES VARIES VARIES 7000-7500 12 D0 7000-7500 VARIES VARIES VARIESEXISTING ME IAN EXISITNG

Z CARRIAGEWAY CARRIAGEWAY u z

0 (9

i U D Dz z -

8 8

w w

MATLERIL /PROFILE CORRECTIVE

\ %2.5% 27 / 2.5%1 \ 7 - { [- =. -~30%

G L -. / //,///G L

EXISITNG DRAIN B.C=40mm I EXISITNG DRAIN

NOTE: DRAINS ARE NOT BE CONSTRUCTED

TYPE - IFOUR-LANE DIVIDED CARRIAGEWAY UNDER REHABILITATION PAVEMENT STRUCTURE

FOR PATIALA-SIRHIND ROAD CHAINAGE(NEW) I OVER EXISTINGFROM 'TO TC T C

1+250 7+800 1 40

SCALE CTL YAT PROJECT: .. Ml / INITLAE 1 YPIAL CROSS Sk B I IONIEOf M PUNJAB STATE ROAD SECTOR PROJECT NE - DATE IYI'IAL CRSINDRAWN __ PATIALA-SIPHIND

NOT TO SCALE DESIGNED EJj .o o.o TYPE -I

..... ..... CLIENT: I'UNJAB ROADS & BIRII)GES CHECKED -o CONTRACT PSRSP!RIQ(NCH)CT C T D E P T OCPED SE NO PSRSP/Rl -061N

D r CAFIE Typ- CS P.I-S. dg0*9ONC- PLSI-)D V LO M N O R APPROVED T c DRG NO PSRSP/PS i C - Ol

003

K EXISITNG CENTRE LINE

VARIABLE 000 1500 7O 500 1000 VARIABLE

<w W oDL IdD'

0 zoo CARRI4GOEWAY Z a

0i xc xc

I PROFILE CORRECTIVE[CUS PC) WITH BM

3 % 2_5% 2.% 30

GL GL

- - -- - - - -E - - - - - - -- --- BC- - - - - - - -A~N DBM

OF EXISTINGCARRIAGEWAY PAVEMENT STRUCTURE

CHAINAGE(EXT) CHAINAGE(NEW) TC Type OVER EXISTING

TYPE - R A K FROM TTO FROM TO BC DBM

TWO LANE CARRIAGEWAY UNDER REHABILITATION 8+000 12+000 8+000 11+998 11 t 40 _7012+000 20+000j_ 11+998 19+998 11 o0 90

FOR PATIALA-SIRHIND ROAD 20+000 25+000 19+998 24+9 66 11 40 70

25+000 26+6001 24+966 26+560 11 40 11026+600 30+000 26+560 29+551 11 40 70

Wm & SCALE PROJECT NAME/INITLALS DATE T TYPICAL CROSS SEC1ION

_ _ PUNJAB STATE ROAD SECTOR PROJECT DRAWN - *OMM PATIALA-SIRHINDNOT TO SCALE CLIENT: DES/ONES TYPE --1

.. ..... PUNJAB ROAI)S & BRII)GES CHECKED - __ , CONTRACT PSRSP/RI06(NCBI)

MS Iflt * OA I Er CAOFILE TypW CS Pa, EOP PCG- (P-SE) DEVELOPMENTBOARD APPROVED ' DRGNO PSRSP/PSTF C - 02

00

0

000

000* Annexure2:

0* Annex 2.1 Details of affected open wells, hand pumps and tube wells

Annex 2.2 Detail of the Trees to be cut0 Annex 2.3 Details of affected Religious structures

00000000000000000000

Puntjab State Road Sector Project EMP: ANNEXES (Patiala-Sirhind) July 2006

Annex 2.1: Details of affected open wells, hand pumps/tube wells, waste waterponds and schools

There are no open wells, hand pumps/tube wells, waste water ponds and schools affected by theproposed works.

Volume SB * Page I °r3

Punjab State Road Sector Project EMP: ANNEXES (Patiala-Sirhind) July 2006

Annex - 2.2 Details of the Trees to be ctit

There are no trees that require removal although some consideration has been given to removing a fewselected trees at junctions to improve visibility. On balance the environmental impact and the marginalroad safety reasons are fairly balanced so the trees will remain.

Volume SB Paige 2 of 3

S0

Punjob State Rood Sector Project EMP: ANNEXES (Kliaror-Banor-Tepla) June 2006

Annex 2.3 Details of affected Religious structures

SThere are no religious structures affected by the project.

0SS0S0

SS0S000SS00000SSS0S0SSS Volume SB Page 3 of 3

SS

Annexure 3:

Annex 3.1 Locations of Soil Borrow Areas for Earth WorkAnnex 3.2 Source of Aggregates and Lead DistanceAnnex 3.3 Details of cross drainage structuresAnnex 3.4 List of proposed lined drains at urban locationsAnnex 3.5 Design and Locations of Silt FencingAnnex 3.6 Design of Oil Interceptor and combined Oil and

Sedimentation chamberAnnex 3.7 Design and Locations of Noise BarrierAnnex 3.8 Locations and Schematic diagram of Noise barrier

Punjab State Roa(l Sector Project EMP: ANNEXES (Patiala-Sirhinfd) Ju/lv 201)6

Annex 3.1 Locations of Soil Borrow Areas for Earth Work

Nearest Project Lead From Side of Type ofS. No. Village Name road Chainage in Project Road Road Material

km in km

SP - B1 Reet Kheri 9.50 4.00 RHS Selected FillSP- B2 Saifalpur/ Sankar 15.00 4.00 RHS Selected FillSP - B3 Nalina Kalan 21.00 3.00 RHS Selected FillSP- B4 Jalan* 0.00 10.00 Selected Fill

SP - B5 Birpur* 0.00 10.00 Selected FillSP- B6 Mandaur* 0.00 16.00 Selected Fill

Note: Environmental Management measures C.2.1 and C.2.4 to be followed by Contractorand Monitored by Environmental Specialist of Supervising Consultant and PRBDB.*: Offside of Patiala-Nabha road

z

* Iz

* 4: z

* 0-J

Locations of Borrow areas

Volume SB Page I ot 9

Punjab State Road Sector Project EMP: ANNEXES (Patiala-Sirl,i,,l) Julv 2006

Annex 3.2 Source of Aggregates and Lead Distance

SourceS.NO Source Type of Aggregate

I Burj Kotion Aggregates and Sand

2 Bharatgarh Aggregates and Sand

Ghaggar River near Tepla Sand

4 Sutlej River bed near Nagar Sand

LeadSource Project Distance from Burj Kotian Distance from BharatgarhRoad Crusher Location in km Crusher Location in kmPatiala 75 km 95 kmNH I Junction (near Sirhind) 75 km 65 km

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

Jalandhar

S Bh r pd \ - Adow.,.,I Nawanshahr , Bhartgar

t Nalagarh

hfV~h ~tjr.215RulFnagafhSahb S-Jhl

K .-. h' BurJ Kotlan

GI ord.iIt .2r

Sangrur '- vri

f bhan oan ~~~~95 Aoiia h air2

71h-

. .zit'I, ,C,ha n_dH1gar.h

SIlllgli Khanna NMubarkp)urHal ara ~Fatehgarh Sahebi uhn

-Ralkot ;rn lj u;ngr 11 11'Amloh Siril;IFIe jh..,.,

Loain, f ore o Materakls

Sikndrpral li 11\3t.} Ch.h.rlh.1 64 iliisW *~p. AIhIrl lulVpu Rajp1)ura ur

Volumer 58si Pag 222

L .I h,ri u 2k2li "'#

'Kikr-l sliuu AlinbalaBa r na.1 I i hr 1, bf -1 ..pab

G h;nrkl R.J-h k i 73i

1 71

Legend:4 Prljez R..d , -ad Q..",

iai HiBlwu A Grl Qum-

Locations of Sources for Material

Volume SB Patge 2 o f 9

Punjab State Road Sec EMP: .ANNEXES (Patiala-Sirhind) July 2006

Annex 3.3 Summary of Cross Drainage Structures

Summary of Cross Drainage Structures

CulvertsExisting Bridges

NewTotal Widening Replaced Bypassed Total Widening Replaced Bypassed

Slab Pipe Slab Pipe Slab Pipe Slab Pipe Slab Pipe Major Minor Major Minor Major Minor Major Minor

21 21 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0


Punzjab State Road Sec EMP: ANNEXES (Patiala-Sirliind) Juliy 2006

* Annex 3.4 Details of proposed lined drains at urban locations

No lined drains are proposed as the project road is for rehabilitation of with* overlay only

vS,r BPne4o

Punjab State Road Sec EMP: ANNEXES (Patiala-Sirhind) July 2006

Annex 3.5 Design and locations of Silt Fencing

'LOTS OOMM C/C rS-PPoRT NG ME,- ANGLE FRAME A

GEOTE-T,LE M-RAF140 N OR SMILARAPPROVED MAKE M S ANGLE

(25mM 25mm 3 1mm)

ELEVATION SECTION A-A

-~~ GEUTEXOLE MOAM OS RMLR j MS ANGLEAPPROVED MAKE !Z2MM Y 25MM 3 2MM)

ANGLE 25M- 25MM 0 3MM) L LSUPPOTED ON ME-HI -- 80G WEE

TiOUGH C'LOTS

EPLAN -DETAIL ATA

Note: Locations of silt traps will depend on Contractor's proposals for site facilities and worksites and should be provided in the Contractors Proposals. This will be clhecked by the

* Supervising Consultant and monitored by PRBDB. The probable locations where silt fenicingproposed are given in the following table.

*Locations of Silt Fencing

S. Chainage (Kin) Length*PNo.

1. 24+710 50

Location of Page encing

S.Cang0K)LntNo

0.2+705

Voue50Pg5f

0 Punjab State Road Sec EMP: ANNEXES (Patiala-Sirhind) Jultv 2006

** Annex 3.6 Design of Oil Interceptor, Combined oil

and sedimentation chamber

0

SMM TH CK MS ElD

^~P C.C (M20)

P.C.C. (M20) F N SHED WITH P -W - 675 - -

FLOATING COAT OF NEAT CEMENT i

SLURRY

SLOPE '40 DRAN NLET PIPE 100 0

BEASFFLE WALL ~ V-

25 MTHICK MR CK* WALL N FIRST CLASSMCBRICKN 14 CEMENT o o i

PAMMED BRICE BAT - MORTAR --

75MM THI-K P.C C. (MZO) BED | 50 525 5 5I5

so50 A5

SECTI O(N \-A RAMMED EAPTH

SE I'T I )N B H-

AS PER RECUGLM'

SLOPE 1 40 1575

6' SOR I ASFOOTING

DRAIN WITH A SLOPE OF I 40 M BPCE WALL 25 III

* 100MM 0 PIPE 675 -*

-A ( MS LID

MBAFFE WALL -A OIL NTEPCEPTOR -

- 1.U1 11l DITCII

1375

* ~KEY__PL1ANNTS f)IT INC Foii

1) I )1110 WRI'I'I'FN[IMIESNEINS ANL. rh\N )F OIL INI El( TONDJN) IUENSIONS IN RIM (I NELES ` FTIIEWISE S EsTEII

11 I NS' lI(I;E- ) I IE N1IF TFO BIE AI'I'ROVEII F5 rItEI IE !VISIlIN CONSI L.' ANT

04) To be provided at camp site by the contractor

* Oil Interceptor

0

00

40

Voue0 Pg f

C 7 - -1- __

5* - -- =-S--

Q 0 Xzoue3 00=o- | ____ ____-

3~ ____ -peL z°

00 - -,

9 0J 5 25

S , 0 O oo o

. o o 5______o___-

B 8-

tS'Cr t

Puntjab State Road Sec EMP: ANNEXES (Patiala-Sirhind) J1uIr 2006

Annex 3.7 Design and locations of Noise Barriers

I_L I

-' '1 S ' -, -'

';*.. I I, t.,.jj 1 'I,

. r L

'' ""|n':;~~ .. . ' .is'E. l l I..... 1':- .....

0. Li

I II - - - - -

1,~~~Iw v - - t ,.,, S, ... t,. . .'"t>'.7 ........ j,

'.lltllgM ,. SES'>D-'D.V5FOf A.Tr (1.a,%V

T' PI' I X3 I NINNO E.XIiS" lTG WALL AS A"ORrT- B<sl RNrRI

Locations of Noise BarriersS. No Chainage (Km) Type of Type of Barrier Length Remark

Receptor (m)I 17.050 School Vegetative barrier 40 Three nos. of tree rows as

r- _ vegetative barrier2 25.050 School Wall barrie barrier 1 30 3.5 mn height of wall

Note: To be implemented by Contractor to the requirements of the Supervision Consultant.


Punijab State Road Sec EMP: ANNEXES (Patiala-Sirhind) Julv 2006

Annex 3.8 Details of proposed Traffic Calming Measures

Name Chainage DirectionFagganmaira 12+100 BOTH ENDS

Jakhwali 17+000 BOTH ENDSRurkee 21+000 BOTH ENDS

Kharura 25+000 BOTH ENDSAdampur 27+000 BOTH ENDS

Generalised Traffic L9 lCxQoCalming Scheme

a9ZD L 6KI(76'1 D

| 0 Road hump(100mm high x 8mlong) plus information ____

sign

0 0

Road hump warning Delineators50 m I sign 0 0 with reflectors

0 0

Gateway sign (i oOincorporating speed :0 0

m limit and place namesigns on yellow ' . ' 0 0backing board

End of speed15m Rumble strips restriction signI m(4 strips 0.5m wide

4m apart15mm high) 0

Not to scale

Volume 5B Page 9 of 9

S9

9

SS

S* nexr4

S

0S neue4

SS ne . nacmn ealS ne . ocpulEhneetDaig

S

S

Sto

Sa

Punjab State Road Sector Project EMP: ANNEXES (Patiala-Siriin(l) Julv 2006

Annex 4.1 Enhancement Details

Chainage d stance Enhancement Drawing PhotographS.N.ChaeLoanageKm Side from proposed No.Pogrp

S.No Typ Loction (K)C/L (in)

ull Brid a rk II Rn

I Temple (Gunianinaira I I i Rl 1 Oo NIIflni EN Iarranoemtlent -i

and Ilto[rinf--=tree plantation

2 schooI Guniania jra I I RHWs I34 Boundall Er% Rsl0-

3 School Jakhwali 16.640 LHS 3.0 Boundary PSRSP/PSVolumewall /ENV-02

Volume SB Page I o!2

Punjab State Road Sector Project EhfP: ANNEXES (Patiala-Sirhind) July 2006

Chainage Distance Enhancement DrawingS.No. Type Location (Km) Side from proposed No. Photograph

(Kin) ~CIL (in) pooeo

4 Wastewater Kharori 24 5 H" I ".11 Land rcap'n PRSI} PSPond E N \ - I I |e=

5 Village gate Dera 25.065 LHS 16.4 Land scaping P/EPN S

6 Sitting 9.171 9.3 RHS 14.7 Sitting PSRSP/PSArrangement arrangement /ENV- 10

7 Sitting 13.095 10.2 RHS 17.5 Sitting PSRSP/PSArrangement arrangement /ENV-10

8 Sitting 16.966 7.6 RHS 15.8 Sitting PSRSP/PSArrangement I____ I__ I____ arrangement /ENV-1 0

9 Busbay Along the corridor P/ENV10

Note: Pond enhancement to be executed by Contractor, with prior approval of plans by Supervising Consultant jointly with

community representatives.

Volume SB Page 2 of2

Annexure 4.2: Conceptual Enhancement Drawings

Drawing No Description

PSRSP/PS/ENV-01 Conceptual plan for Enhancement of Gurudwara at km 15+815PSRSP/PS/ENV-02 Conceptual plan for Enhancem-ent of School at km- 15+851PSRSP/PS/ENV-03 Conceptual plan for Enhancem-ent of BusbayPSRSP/PS/ENV-04 Conceptual plan for Enhancem-ent of Sitting BenchesPSRSP/PS/ENV-05 Conceptual plan for Enhancem-ent of Village gatePSRSP/PS/ENV-06 Conceptual plan for Vegetative barrierPSRSP/PS/ENV-07 Conceptual plan for Enhancem-ent of Drinking water sourcePSRSP/PS/ENV-08 Conceptual plan for Enhancem-ent of BoLindary wallPSRSP/PS/ENV-09 Conceptual plan for ornamental tree guiard wvith MS barsPSRSP/PS/ENV-10 Conceptual plan for Sitting plat form along treePSRSP/PS/ENV-1 I Conceptual plan for Enhancem-ent of waste water pondsPSRSP/PS/ENV-12 Conceptual plan for Enhancem-ent of rotary junction

4 PATIALA <SIRIIND

O tO OtO U1

tO) co LO

(00

+ +- - 1 -- t+-

A.ok T,.- --------

,' D

.'/I

Ashokk Tree

2"">

* WI LEEN

Flowering Shrubs

CONCEPTUAL SECTION THROUGH AA 2" (Bougoinvilleo)

CONCEPTUAL PLAN FOR ENHANCEMENT OF GURUJDWARA AT CH 15+815 DRG NO: PSRSP/PS/ENV-01Sttn lofr

- PATIALA 1 SIRIiND ;P

O co O

+±-- I + I±

+r +

000

Hand- -Pum

0

0

, p

T. .. i

,' C/)

PLAN

Ahk T.

School . .ooTe

f-..'.\N ~ ( 7E.istirg Bowndory

-__ _ _ _ __ _ _ _ _ - - - - - - - - -- - ---- - -- -- - -- --LEGEND

CONCEPTUAL SECTION THROUGH AA- Ashoko TreesFlowering Shrubs(Bougoinvilleo)

Sitting Platform

CONCEPTUAL PLAN FOR ENHANCEMENT OF SCHOOL AT CH 15+85 1 DRG NO: PSRSP/PS/ENV-02

Al

AS/ SITE - AS/SITE-- AS/ SITE-

LEGEND

PASSENGER SHELTER Flowerng shrubsRAISED FCOTPATH

BOUGAINVILLEA (BougoinviBle)

L L/= - ------ - WARNING LINE (RM-08)

CG . Lr -- BUSBAY |- Lj

C7 - GARRIAGWAY -- .7. >

*CARRIAGWAY- -A- -

PEDESTRIAN CROSSING I SHOULDER

10cm WIDE BARRIER LINE AJ

TYPICAL LAYOUTS OF BUSBAY

_VARIE_AS/ SITE AS/ SITE AS/ SITE -

SHOULDER CARRIAGEWAY DUSBAY RAISEDPLATFORM

SECTION A-A

CONCEPTUAL PLAN FOR ENHANCEMENT OF BUS BAY DR( NO. PSRSP,/SIS/LNV-03

i

, ' 0 1 0800 ,

A

II 1 [ I 2

Note:-

1. All Dimensions are in mm.

L X LRCC Platform iAVertical Brick PLANSupport 10mm thk Cement Plaster Finish

RCC Platform ~Vertical Brick Support

Vertical Brick Support RCC Platform

C) r)

0n L O L L [)

ELEVATION SECTION AT AA

CONCEPTUAL PLAN FOR ENH ANCEMENT OF SITTING BENCHES DRGNO. I'SRSP/PS/ENV-04

e*-w-@* 00000-- 00000 -S @0 0

IVILLAGEI

\ - Boundary wallGateway to of VillageVillage

Ground covers/

Seasonol floweringPlants/shrubs

Ashoka Trees/Flowering trees

ENT. TO VILLAGE

PLAN

Ashoka Trees/

Es -c~r,. tr, ar e.]l

CONCEPTUAL PLAN FOR ENIIANCEMENT OF VILLAGE GATE

DRG NO: PSRSP/PS/ENV-05

2000 -1000

' 0oo 1000 -- MS FLAT

!.> .- -- ' - . . .-. . . 2ZT,; . . .- ''}IFllL

COE . -i A PLAN -FOR VFGELTATVE -BARRIER

/D/G / PSRSP/PS/ENV..6

. i.,//./,/.,-' /' r,/ / /''.' / / '7'/ /< /'/','v '//*- /,

CONCEPTUAL PLAN FOR VEGETATIVE BARRIER

DRG NO. PSKSP/PS/ENV-06

"' 'w' .... ,,z9 . ,,,.%-,.'w.,.w,,' I/ / ' ~ .'00.

0

o5 Public Water Tap

SHRUBS.--,-.

.' 2000 kLB

"-303 OO -- f 3000O -f TYPICAL LAYOUT OF HAND PUMP/PUBLIC WATER

WATERRECHARGE PIT

300

DRAIN UNDER FOOTPATH / , I t

ROAD

PLAN tSECTION AT B-B

gE NOTES:-0- 200 -- 300Q 1. ALL DIMENSIONS ARE IN MM

SECTION AT A-A

TYPICAL PLAN FOR ENHANCEMENT OF DRINKING WATER SOURCEDRG NO: PSRSP/PS/ENV-07

N. G L. N. G. L.

BOUNDARY WALL DE TAIL BOUNDARY WALL DETAIL BEAM 23OX15GMkl)

TYPICAL PLAN FOR ENHANCEMENT OF BOUNDARY WALL DETAILS

DRG NO: PSRSP/PS/ENV-08

Ornamental Tree Guard With MS Bars

12 no's 8mmo - - -Bars 1.85m Long

4 no s 25x 6mmMS Flat (in two halves)

25x6mm0 MS Flatx12 no's 8mm0 3 No's Ring 6000Bars 1.85m Long

25x6mm0 MS Flat3 No's Ring 6000

4 no's 25x 6mm - = = = --MS Flat (in two halves)

PLAN

F-Th

ELEVATION

TYPICAL PLAN FOR ORNAMENTAL TREE GUARD WITH MS BARSDRG NO: PSRSP/PS/ENV-09

Brick Paving Tree Trunk

Back PRe Waste/Broken (Earh Fi ngTies C adding

Earth F iling Back Rest

PCC Seating PlatfarTree Trunk

Brick Wal

'7 - SECTION AT AA(0.6-0.7m Wide)Sitting Arrangement

Waste/BrokenTiles Cladding

Paved ApproachTree Trunk

PLAN SHOWING THE TYPICAL SEATING AROUND TREE Wase/Boke\. \\ //Waste/Broken

Tiles Cladding

/ ~Baick Rest

PCC Seating Platform

Brick Paving

ELEVATION

TYPICAL ENHANCEMENT OF SITTING PLATFORM AROUND TREE DRG NO: PSRSP/PS/ENV-IO

Il-ANI/Sd/dSXSd :ON9OC CNOd JO INHINJDNVHNZI 1O NV1d VfAldHDNOD

NVld

. . . . . . . . . .... .. ... .. .. ..

'SUJTJOS SD ,U!0D'S~5P .. *H

. .... ... .. . .

,^^ GNOd 8GVM 3j V

au}6ol 0l plod aq oX ;

SHRUB

PLAN

SHRUBS MS GRILL

BRICK WALL

-911-- --- ---

SECTION AT A-A

CONCEPTUAL PLAN FOR ENHANCEMENT OF ROTARY JUNCTIONDRG NO: PSRSP/PS/EN\'-12

Annexure 5:

Annex 5.1 National standards of AirAnnex 5.2 National standards of NoiseAnnex 5.3 National standards of WaterAnnex 5.4 Good practices in traffic control

Puinjab State Road Sector Project EMP: ANNEXES (Patiala-Sirlhind) July 2006

Annex 5.1 National Standard of AirPollutant Time Sensitive Industrial Residential, Mlethod of Measuirement

Weighted Area Area Rural &Average Other Areas

Sulphur Dioxide Annual* 15 pg/M3 80 pg/m3 60 pg/M3 Improved West and(SO2 ) 24 hours** 30 pg/m 3 120 [pg/M 3 80 pg/M3 Ultraviolet Fluorescence

Jacob & HochheiserOxides of Annual* 15 pg/M3 80 ptg/rn3 60 ptg/rn3 Modified methodNitrogen 24 hours** 30 pg/M3 120 pjg/m 3 80 ptg/M3 Gas phase

Chemi luminescence*Suspenided Annual* 70 pg/rn 3 360 pg/rn 3 140 pg/rn 3 High Volume Sam-pler

PartiCuIlate 2hor" I0 gM 0 gm 00g/ (Average flow rate notSsMattern 24 hours 1 00 pg/rn 3 500 pg/rn3 200 pg/rn3 less than 1. I m3/minute)Respirable Respirable ParticulateParticulate Annual* 50 pg/M3 120 pg/m3 60 pg/r 3 Matter SamplerMatter (RPM) 24 hours** 75 pg/M3 150 pg/mr3 100 pg/M3

Size < 10pmAAS Method after

Lead Annual* 0.50 pg/M3 1.0 pg/rn3 0.75 pg/m3 sampling using(Pb) 24 hours** 0.75 pg/M3 1.5 pg/M3 1.00 pg/M3 EPM 2000 or equivalent

filter paperCarbon 8 hours** 1.0 mg/m3 5.0 mg/m3 2.0 mg/m3 Non-dispersive infraredMonoxide (CO) I 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 uniforminterval**'24 hourly/8 hourly valiies shoutld be met 98% of the time in a year. However, 2% of the time, it inayexceed but not on two consecutive days.Source: Central Pollution Control Board, 1997 Gazette Notification dated 4/94, Part II Sec 3 (ii)

Annex 5.2 National Stan(lard of NoiseArea Code Category of Zones Limits of Leq in dB(A) Day* Night*

A Industrial 75 70B Commercial 65 55C Residential 55 45D Silence Zone** 50 40

* Daytime shall mean from 6.00am to 10.00 pm and Night shall mean from 10.00ppm 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 arebanned in these zones.

PaVo,lume5B Page) I f 10

Punjab State Road Sector Project EMPP: ANNEXES (Patiala-Sirhind) JuIV 2006

Annex 5.3 National Standard of Water

Sr Parameter IS:2296 IS:10500 Method AdoptedSrNo amtr (Class C)

1 PH 6.5-8.5 6.5-8.5 pH meter

2 BOD (3 days 27 0C) 3.0 NS DO-Azide modification ofWrinkler's method

3 Temperature (C) NS NS Thermometer4 Azide Modification of4 Dissolved oxygen NS Wrinkler's method

5 Color (Hazen) 300 NS Visual Comparison method6 Fluorides (F) 1.5 1.0 (1.5) SPANDS method7 Chlorides (Cl) 600 250(1000) Argentometric Titration8 Total Dissolved Solids 1500 500 (2000) Gravimetric Analysis9 Sulphates (SO4 ) 400 200 (400) Barium Chloride method10 Iron (Fe) 50 0.3 (1.0) Phenanthrolin method11 Oil and Grease 0.1 NS Partition - Gravimetric method12 Nitrates 50 45 (100) Chromotropic acid

6+) 0.05 Atomic Absorption*13 Chromium (Cr6 0.05 Spectrophotometry

14 Cadmium (Cd) 0.01 0.01 Atomic AbsorptionSpectrophotometry

15 Lead (Pb) 0.1 0.05 Atomic AbsorptionSpectrophotometry

*1.5 Atomic Absorption16 Copper (Cu) 0.05 (1.5) Spectrophotometiy

17 Cyanide (CN) 0.05 0.05 Chloramine-T-method

18 Selenium (Se) 0.05 0.01 Atomic AbsorptionSpectrophotometry

19 Arsenic (As) 0.2 0.05 Atomic AbsorptionSpectrophotomnetry

20 Phenols 0.005 0.001(0.002) Spectrophotorneter21 Detergents 1.0 0.2 (1.0) Spectrophotometer22 DDT Absent Absent Spectrophotomneter23 Total Coliform 5000 NS Multiple Tube

(MPN/100 ml) Fermentation Technique

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

VolIume5B Palge 2 of I10

SPu/njab Stnte Rond Sector Project EMP: ANNEXES (Patiala-Sirb,ind~) July 2006

* Annex -5.4:* Examples of some good practice in traffic control and* safety during construction, Figures 1 to 9

S-VoueBPg Sf1

Punjab State Road Sector Project EAIP: AANEXES (Patiala-Sirhi d) July 2006

W . -

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

Volume SB Page 4 of I 0

Punjalb State Road Sector Project EMP: ANNEXES (Patiala-Sirhind) July 2006

0X

Turn tcid Kccp left Road cira(the direction of (The arrow may bethe arrow may pointed downwardbe reversed for to the right for'turn right' 'keep right')

.0LTiaff#C Co,ie

LUtie CIosute bju,~t

I I All stiyl s sIlo Iuld i1relleclorlse(i

2 Mr1tni,iii Ln;hE ,,.qti o, tIt .I .d clJ .ji ?¶ okt mw;,

; l : . be ~~mItIlae 11 21 llrl,,

Figure :2

Volume SB Page 5 of I0

Punijab State Road Sector Project EMP: ANNEXES (Patiala-Sirhind) J114V 2006

0A*~ ~ \ '

* Figure: 3

Sign layout for edge working (drawn fordriving on the left)

0&

*lqlt 1.ll t l .tilA' 1. ,>Nt7 cllt ,,\\l 1A

il1, ,iq.4 ',,I it {,!

Volume SB Page 6 o*f IO

Puinjab State Road Sector Project EMP: ANNEXES (Patiala-Sirhind) Jly 2006

Jl l020

* Figure: 5

EM: NEXS ptIitt.) tirlilt' d)t

Pag 7 of* IO

A 1-iNr?,.

Y -~

0Sign layoet fos centre line working-/(drawn for driving on the left)

*J

A/'''''' '\".'- '

". /;.llloi o Iviri)}1l,l t*1 Figure: tfX 1l'11)

. ~Page 7 of 10Volume 5B

Puirjab State Road Sector Project EMP: ANNEXES (Patiana-Silrhind) JuIv 2006

SIGNAL RED COLOR BLACK- - COLOR

=- 29*~ :

SPEED RESTRICTION ENDS SPEED LIMIT

SIGNAL RED COLOR SIGNAL REDBLACK COLOR COLOR

~ A900

OVERTAKING PROHIBITTED MEN AT WORK

* A g SIGNAL RED COLOR

0* 0

NARROW ROAD AHEAD NARROW ROAD AHE

l lFigure 7

Note Background: White Color Letters: Signal Red ColorPost: Alternate Black & White StripesHeight of post between bottom of road sign, caution board and crown of road shall be 1.5 m


Puinjab State RoadSector Project EMP: ANNEXES (Potiala-Sirhind) JuIn I2006

I 1000 1000

c NARROW ROAD AHEAD IF(IN PUNJABI & HINDI)

*DRIVE SLOW

* , _ _ n _ _ ._ _ n _ _

I 1000 I 1000

: BE CAREFUL 4* ° KEEP YOUR WHEELS o (IN PUNJABI & HINDI)* t AWAY FROM

EXCAVATED AREA _

Note Background: White Color Letters: Signal Red Color* Post: Aftrnate Black & White Stripes

Height of post between bottom of road sign, caution board and crown of road shall be 1.5 m

* Figure :8

.

Volume 5B Page 9

of 10

0

.

0 Punijab State Road Sector Project EMP: ANNEXES (Patiala-Sirhind) July 2006

0.I 000 I , 1000 I

* WORK IN PROGRESS

* ° o(IN PUNJABI & HINDI)DRIVE SLOW

I 000 11 1

0

v ° o (IN PUNJABI & HINDI).I.

Note: Background : White Color Letters : Signal Red Color0 Post: Alternate Black & White Stripes

0 Height of post between bottom of road sign, caution board and crown of road shall be 1.5 m

0 Figure: 9


. 0 0_ _ _ _ _ _ _ _ _ _

ME.TWR

GUIDELINES

Guideline 1 Guidelines for Arrangement with Forest Department

Guideline 2 Generic Guidelines for Environmental FriendlyConstruction Methodology

Guideline 3 Guidelines for Borrow Areas Management

Guideline 4 Guidelines for Siting and Layout of ConstructionCamp

Guideline 5 Guidelines for Site Clearance

Guideline 6 Guidelines for Disposal Site Management

Guideline 7 Guidelines for Traffic Management duringConstruction

Guideline 8 Guidelines for Soil Erosion and SedimentationControl

Guideline 9 Guidelines for Workers Safety in CommonOperation and during constructions

Guideline 10 Guidelines for Median Plantation and Grass Turfing

Guideline 11 Guidelines for Quarry materials

Guideline 12 Guidelines for the Storage, Handling use andEmergency Response for Hazardous Chemicats

Punjab State Road Sector Project EMIP: GUIDELINES Julv 2006

GUIDELINE 1: ARRANGEMENT WITH FOREST DEPARTMENT

REGULATORY FRAMEWORK

The PRDBD under the provisions of the Forest (Conservation) Act, 1980 will submit adiversion proposal in the prescribed format through the State Forest Department to theconcerned Regional Office of the Ministry of Environment and Forests, of the Govt. of India.The Regional Office is the competent authority to dispose of such proposal irrespective of thearea involved. While issuing such approval, the Regional Office may stipulate a conditionthat for every tree cut at least two trees have to be planted.

Forest Department of the Government of Punjab after having identified the lands oil theembankment and toes of the road will delineate the proposed area of compensatoryafforestation on a suitable map. The Department of Forest will thereafter prepare anafforestation scheme providing therein the details of work schedule, the cost structure andproposed monitoring mechanism.

FUNDING MECHANISM

* * The Ministry of Environment and Forests under their order dt. the 24 h, April, 2004 haveconstituted an authority known as Compensatory Afforestation Fund Managemet andPlanning Authority for the purpose of management of money received from user agencies forcompensatory afforestation. The PRDBD being the user agency in this project will berequired to deposit the money as estimated by the State Forest Department to the CAMPA .

* CAMPA shall release funds to the State in predetermined installments through the StateLevel Management Committee as per the Annual Plan of Operations drawni by the StateForest Department

SELECTION OF TREE SPECIES

Trees to be selected for planting should be site-specific taking into account the type of soil,features of the planting site e.g for saline and alkaline soils and water logged area will requirespecial attention.

Browse hardiness, good growth rate, resistance to insects/pests disease and biotic interferenceetc should be given appropriate weightage in selection of species.

Evergreen / semi-evergreen species should be preferred to deciduous species.

In urban /semi-urban stretches of road, flowering trees should be preferred to add toaesthetics of the surround.

Trees having large tomentose leaves may be included in stretches where particulates arelikely to be high.

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Pinjab State Road Sector Pr-oject EMP: GUIDELINES Juhl 2006

In the matter of selection of species for planting, stakeholders need be consulted and theirviews accommodated keeping view the site- specifics.

PLANTING PATTERN

Monoculture planting should be avoided. Mixed culture of shade-giving, flowering andfruit-bearing species should be preferred.

The first row may be composed of a mix of species of flowering trees; such mix may consistof trees coming into flowers in different seasons.

The second row may have representation of middle-sized evergreen and fruit-bearing species.

The third row wherever feasible should be of broad-leaved evergreen species; the speciesshould be so chosen as to make sure that they grow taller than tress planted in the first andsecond rows.

MANAGEMIENT AND MONITORING

* Strip plantations should be properly fenced to prevent damages by biotic interference.

Wherever possible live- hedges may be provided; in such stretches live-hedges need begrown a year ahead of actual planting; such hedges may be reinforced by weaving with splitbamboos.

It may also be explored as to whether communities along the roads can be involved inprotection and maintenance of such plantations through a mechanism of sharing of usufructs.

Local voluntary organisations, sports/youth clubs may also be encouraged for protection ofsuch plantations through provision of incentives.

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Punjab State Road Sector Project EMP: GUIDELINES Jilpl 2006

GUIDELINE 2: ENVIRONMENT FRIENDLY CONSTRUCTION METHODOLOGY

The contractor shall be deemed to have acquainted himself with the requlirements of all the currentstatutes, ordinances, by-laws, rules and regulations or their instruments having the force of lawincluding without limitation those relating to protection of the environment, health and safety.importation of labour, demolition of houses, protection of environment and procuremlient,transportation, storage and use of explosives, etc.

1. PROTECTION OF ENVIRONMENT

(i) The contractor will take all necessary measures and precautions and ensure that theexecution of the works and all associated operations on site or offsite are carried outin conformity with statutory and regulatory environmental requirements includingthose prescribed in EMP.

(ii) The contractor will take all measures and precautions to avoid any nuisance ordisturbance to inhabitants arising from the execution of works.

(iii) All liquid waste products arising on the sites will be collected and disposed of at alocation on or off the sites and in a manner that will not cause either nuisance orpollution.

(iv) The contractor will at all times ensure that all existing wafer courses and drains withinand adjacent to the site are kept safe and free from any contamination.

(v) The contractor will submit details of his temporary drainage work system (ilcludingall surface channels, sediment traps, washing basins and discharge pits) to the ProjectImplementation Unit / Supervising Engineer for approval prior to commencing workon its construction.

(vi) The contractor will arrange all the equipment in good condition to milimize dust,gaseous or other air-bome emissions and carry out the works in such a manner as tominimize adverse impact on air.

(vii) Any vehicle with an open load-carrying area used for transporting potentially dust-producing material will have properly fitted side and tailboards. Materials having thepotential to produce dust will not be loaded to a level higher than the side and tailboards and will be covered with a clean tarpaulin in good condition.

(viii) The contractor will take all necessary measures to ensure that the operation of allmechanical equipment and condition processes on and off the site will not cause anyunnecessary or excessive noise, taking into account applicable environmentalrequtirements.

(ix) The contractor will take necessary measures to maintain all plant and equipment ingood condition.

(x) Where the execution of the works requires temporary closure of road to traffic, thecontractor will provide and maintain temporary traffic diversions subject to theapproval of the CMU.

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Puonjab Stote Rood Sector Project EMP: GUIDELINES Jo/vl 2006

(xi) Where the execution of the works requires single-lane operation on public road the

contractor will provide and maintain all necessary barriers, warning signs and trafficcontrol signals to the satisfaction of the CMU/SE.

(xii) Wherever traffic diversions, warning signs, traffic control signals, barriers and the

like are required, the contractor will install them to the satisfaction of CMU/SE prior

to commencing the work, in that area.

(xiii) Contractor will install asphalt plants and other machineries away from the populated

areas as per laid down regulations.

(xiv) Pernit for felling of trees will be obtained from the forest departnent before the

execution of any work.

(xv) Trees and plants going to be uprooted will be duly compensated and maintained up to3 years.

(xvi) Mist sprays should be provided at appropriate places for preventing dust pollution

during handling and stockpiling of stones and loose earth.

(xvii) Over Burden (OB) waste dumps shall be sprayed with water, as they are thle major

source of air borne particulate matter.

(xviii) OB waste dumps shall be reclaimed / afforested to bind the loose soil and to prevent

soil erosion. The frequency of sprinkling should be fixed as per the seasonalrequirement and in consultation with engineer.

(xix) Regular water spraying on haulage roads during transportation of constructionmaterial by water sprinklers. The frequency of sprinkling should be fixed as per the

seasonal requirements in consultation with engineer.

(xx) Transfer point for transporting construction material shall be provided withappropriate hoods/ chutes to prevent dust emissions.

(xxi) Dumping of construction material should be from an optimum height (preferably nottoo high), so as to reduce the dust blow.

(xxii) Innovative approaches of using improvised machinery designs, with in-built

mechanism to reduce sound emission.

(xxiii) Procurement of drill loaders, dumbers and other equipment with noise proof systemin operator's cabin.

(xxiv) Confining the equipment with heavy noise emissions in soundproof cabins, so thatnoise is not transmitted to other areas.

(xxv) Regular and proper maintenance of noise generating machinery including thetransport vehicles to maintain noise levels.

(xxvi) Provisions should be made for noise absorbing pads at foundations of vibratingequipments to reduce noise emissions.


Punjab State Road Sector Project EMP: GUIDELINES Jalr 2006

2. QUARRY OPERATIONS

The Contractor shall obtain materials from quarries only after the consent of the ForestDepartment or other concerned authorities and in consultation with the supervision Engineer.The quarry operations shall be undertaken within the purview of the rules and regulations inforce.

3. PREVENTION OF WATER COURSES FROM SOIL EROSION ANDSEDIMENTATION SILTATION

The Contractor shall apply following mitigation measures to prevent sedimentation andpollution of watercourses.

To prevent increased siltation, if need be existing bridges maybe wideneddownstream side of the water body;

Cement and coal ash should be stacked together, fenced by bricks or earth wall, andkept away from water, to prevent leachate formation and contamination of surfaceand ground water;

If need be, slope of the embankments leading to wvater bodies should be modified andrechannelised to prevent entry of contaminants into the water body;

During construction silt fencing (consists of geo-textile with extremely small sizesupported by wire-mish mounted on a panel made up of angle frame) could be usedalong the road at all canals and rivers to prevent sediments from the construction siteto enter into the watercourses.

4. POLLUTION FROM HOT-MIX PLANTS AND BATCHING PLANTS

Bitutiminous hot-mix plants and concrete batching plants shall be located sufficiently awayfrom habitation, agricultural operations. The Contractor shall take every precaution to reducethe levels of noise, vibration, dust and emissions froimn his plants and shall be fillyresponsible for any claims for damages caused to the owners of property, fields and residentsin the vicinity.

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Panjab State Road Sector Project EMP: GUIDELINES Julv 2006

5. ARRANGEMENT FOR TRAFFIC DURING CONSTRUCTION

The Contractor shall at all times carry out work on the road in a manner creating leastinterference to the flow of traffic with the satisfactory execution. For all works involvingimprovements to the existing state highway, the Contractor shall, in accordance withl thedirectives of the SE, provide and maintain, during execution of the work, a passage for trafficeither along a part of the existing carriageway under improvement, or along a temporarydiversion constructed close to the state highway. The Contractor shall take prior approval ofthe SE regarding traffic arrangements during construction.

6. TRAFFIC SAFETY AND CONTROL

(i) Where subject to the approval of the Engineer the execution of the works requirestemporary closure of road to traffic use, the Contractor shall provide and maintaintemporary traffic diversions. The diversion shall generally consist of 200 mmthickness of gravel 4.5 meters wide laid directly upon natural ground and where anyadditional earthworks are required for this purpose that will be provided under theappropriate payment items.

(ii) Where the execution of the works requires single-lane operation on public road, theContractor shall provide and maintain all necessary barriers, warning signs and trafficcontrol signals to the approval of the Engineer.

(iii) With the exception of temporary traffic arrangements or diversions required withinthe first 4 weeks of the Contract, the Contractor shall submit details of his proposalsto the Engineer for approval not less than 4 weeks prior to the temporary arrangementor diversion being required. Details of temporary arrangements or diversions forapproval as soon as possible after the date of the Letter of Acceptance.

(iv) The color, configuration, size and location of all traffic signs shall be in accordancewith the code of practice for road sign. In the absence of any detail or for any missingdetails, the signs shall be provided as directed by the Supervising Engineer (SE).

(v) The Contractor shall take all necessary measures for the safety of traffic duringconstruction and provide, erect and maintain such barricades, including signs,marking, flags, lights and flagmen as may be required by the Engineer for theinformation and protection of traffic approaching or passing through the section of theroad under improvement. Before taking up any construction, an agreed phasedprogramme for the diversion of traffic or closer of traffic on the road shall be drawnup in consultation with the SE.

(vi) At the points where traffic is to deviate from its normal path (whether on temporarydiversion or part width of the carriageway) the lane width path for traffic shall beclearly marked with the aid of pavement markings, painted drums or a similar deviceto the directions of the SE. At night, the passage shall be delineated with lanterns orother suitable light source.


Punjab State Rood Sector Project EMP: GUIDELINES Jully 2006

(vii) One-way traffic operation shall be established whenever the traffic is to be passedover part of the carriageway inadequate for two-lane traffic. This shall be done withthe help of temporary traffic signals or flagmen kept positioned on opposite sidesduring all hours. For regulation of traffic, the flagmen shall be equipped with red andgreen flags and lanterns / lights.

(viii) On both sides, suitable regulatory / warnings signs as approved by the SE shall beinstalled for the guidance of road users. On each approach, at least two signs shall beput up, one close to the point where transition of carriageway begins and the other120 m away. The signs shall be of design and of reflectory type, if so directed by theSE.

(ix) Upon completion of the works for which the temporary traffic arrangements ordiversions have been made, the Contractor shall remove all temporary installationsand signs and reinstate all affected roads and other structures or installations to theconditions that existed before the work started, as directed by the Engineer.

7. HEALTH AND SAFETY

The contractor shall take all measures and precautions necessary to ensure the health, safetyand welfare of all persons entitled to be on the site. Such precautions shall include those that,in the opinion of the Engineer, are reasonable to prevent unauthorized entry upon the site andto protect members of the public from any activities under the control of the contractor. Thecontractor's responsibilities shall include but not be limited to:

(i) The provision and maintenance of the Contractor's Equipment in a safe workingcondition and the adoption of methods of work that are safe and witlhout risks to thehealth of any person entitled to be on the site.

(ii) The execution of suitable arrangements for ensuring safety and absence of risks tohealth in connection with the use, handling, storage, transport and disposal of articlesand substances,

(iii) The provision of lighting, including standby facilities in the event of failure, that, inthe opinion of the Engineer, is adequate to ensure the safe execution of any works thatare to be carried out at right.

(iv) The provision of protective clothing and safety equipment, with such personnel andequipment and such information, instruction, training and supervision as arenecessary to ensure the health and safety at work of all persons employed on orentering on the site in connection with the works, including the Engineer'ssupervisory staff, all in accordance with the laws.

(v) Near towns, villages and all frequented places, trenches and foundation pits shall besecurely fenced provided with proper caution signs and marked with lights at night toavoid accidents. Contractor shall take adequate protective measures to see that theexcavation operations do not affect or damage adjoining structures.

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Punijab State Road Sector Project EMP: GUIDELINES Jiglv 2006

(vi) The contractor shall not use or generate any materials in the works, which are

hazardous to the health of persons, animals or vegetation. Where it is necessary to use

some substances, which can cause injury to the health of workers, the Contractor shallprovide protective clothing or appliances to his workers.

(vii) The contractor will take all measures necessary to safeguard the health; safety and

welfare of all persons entitled to be on site and will ensure that works are carried out

in a safe and efficient manner.

(viii) The contractor will provide, and ensure the utilization of appropriate safety

equipment for all workmen and staff employed directly or indirectly by the

contractor. Such safety equipment will include but not be limited to the safetyhelmets, goggles and other eye protectors, hearing protectors, safety harnesses, safety

equipment for working over water, rescue equipment, fire extinguishers and first-aid

equipment. The personnel working at vulnerable locations at site will wear safety

helmets and strong footwear.

(ix) The contractor will provide an adequate number of latrines and other sanitary

arrangements at areas of the site where work is in progress and ensure that they are

regularly cleaned and maintained in a hygienic condition.

8. FIRST AID

(i) The provision and maintenance of suitably equipped and staffed first aid stations

throughout the extent of the works to the satisfaction of the Engineer. The contractor

shall allow in his prices and the responsible for the costs of all such site welfarearrangements and requirements.

(ii) Injuries might occur during the construction period. It is therefore pertinent to

provide first aid facilities for all the construction workers. At construction camps and

at all workplaces first aid equipment and nursing staff must be provided. Since many

of the workplaces may be far away from regular hospitals, an indoor health unithaving one bed facility every 250 workers needs to be provided.

(iii) Adequate transport facilities for moving the injured persons to the nearest hospital

must also be provided in ready to move condition.

(iv) The first-aid units apart from an adequate supply of sterilized dressing material

should contain other necessary appliances as per the factory rules.

9. MAINTENANCE

(i) All buildings, rooms and equipment and the grounds surrounding them shall bemaintained in a clean and operable condition and be protected from rubbishaccumulation.


Punjab State Road Sector Project EMP: GUIDELINES JuAA 2006

(ii) Each structure made available for occupancy shall be of sound construction, shallassure adequate protection against weather, and shall include essential facilities topermit maintenance in a clean and operable condition. Comfort and safety ofoccupants shall be provided for by adequate heatinig, lighting, ventilation or insulationwhen necessary to reduce excessive heat.

(iii) Each structure made available for occupancy shall comply with the requirements ofthe Uniform Building Code. This shall not apply to tent camps.

10. MAINTENANCE OF DIVERSIONS AND TRAFFIC CONTROL DEVICES

Signs, lights, barriers and other traffic control devices, as well as the riding surface ofdiversion shall be maintained in a satisfactory condition till such time they are required asdirected by the SE. The temporary traveled way shall be kept free of dust by frequentapplications of water, if necessary.


Punjab State Road Sector Project EMP :GUIDELINES July 2006

GUIDELINE 3: BORROW AREAS MANAGEMENT

Borrow areas will be finalized either form the list of locations recommended by DPR consultants ornew areas identified by contractor. The finalization of locations identified DPR consultant depends

upon the formal agreement between landowners and contractor. Agreement is not reached betweenthe contractor and landowners for the identified borrow areas sites. In such cases arrangement for

locating the source of supply of material for embankment and sub-grade as well as compliance toenvironment requirements in respect of excavation and borrow areas as stipulated from time to timeby the Ministry of Environment and Forests, Government of India, and local bodies, as applicableshall be the sole responsibility of the contractor.

The contractor in addition to the established practices, rules and regulation will also consider

following criteria before finalizing the locations.

(1) The borrow area should not be located in agriculture field unless unavoidable i.e. barren land

is not available.

(2) The borrow pits should not be located along the roads.

(3) The loss of productive and agriculture soil should be minimum.

(4) The loss of vegetation is almost nil or minimum.

(5) Sufficient quality of soil is available.

(6) The Contractor will ensure that suitable earth is available.

The Contractor shall obtain representative samples from each of the identified borrow areas and havethese tested at the site laboratory following a testing programme approved by the Engineer. It slhallbe ensured that the sub-grade material when compacted to the density requirements as in Table-Ishall yield the design CBR value of the sub-grade.

Table-1: Compaction Requirements for Embankment and Sub-grade

SI Type of Work/Material Relative compaction as percentage of max.No. laboratory dry density as per IS:2720

(Part 8)

I Sub-grade and earthen shoulders Not less than 97

2 Embankment Not less than 95

3 Expensive Claysa) Sub-grade and 500mm portion just below Not allowed

the sub-grade

b) Remaining portion of embankment Not less than 90

The Contractor shall at least 7 working days before commencement of compaction submit befollowing to the Engineer for approval.

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Punjab State Road Sector Project EMP :GUIDELINES July 2006

(i) The values of maximum dry density and optimum moisture content obtained in accordancewith IS: 2720 (Part-7) or (Part-8), as the case may be, appropriate for each of the fillmaterials he intends to use.

(ii) A graph of density plotted against moisture content from whichi, each of the values in (i)above of maximum dry density and optimum moisture content were determined.

(iii) The Dry density-moisture content - CBR relationships for light, internediate and heavycompactive efforts (light corresponding to IS: 2720 (Part-7), heavy corresponding to IS: 2720(Part-8) and intermediate in-between the two) for each of the fill material be intends to use inthe sub-grade.

After identification of borrow areas based on guidelines. Contractor will fill reporting formatAnnexure-II) and submit the same for approval to the "Engineer".

After receiving the approval contractor will begin operations keeping in mind following;

(1) Haulage of material to embankments or other areas of fill shall proceed only when sufficientspreading and compaction plants is operating at the place of deposition.

(2) No excavated acceptable material other than surplus to requirements of the Contract shall beremoved from the site. Should be contractor be permitted to remove acceptable materialfrom the site to suit his operational procedure, then be shall make good any consequentdeficit of material arising therefrom.

(3) Where the excavation reveals a combination of acceptable and un-acceptable materials, theContractor shall, unless otherwise agreed by the Engineer, carry out the excavation in such amanner that the acceptable materials are excavated separately for use in the permanent workswithout contamination by the un-acceptable materials. The acceptable material shall bestockpiled separately.

(4) The Contractor shall ensure that he does not adversely affect the stability of excavation orfills by the methods of stockpiling materials, use of plants are siting of temporary buildingsor structures.

Borrow Areas located in Agricultural Lands

(i) The preservation of topsoil will be carried out in stockpile.

(ii) A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpilesin a designated area for height not exceeding 2m and side slopes not steeper than 1:2(Vertical: Horizontal).

(iii) Borrowing of earth will be carried out up to a depth of 1.5m from the existing ground level.

(iv) Borrowing of earth will not be done continuously through out the stretch.

(v) Ridges of not less than 8m widths will be left at intervals not exceeding 300m.

(vi) Small drains will be cut through the ridges, if necessary, to facilitate drainage.

(vii) The slope of the edges will be maintained not steeper than 1:4 (vertical: Horizontal).

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P?tjab State Road Sector Pr-oject EMP :GUIDELINES Jtily, 2006

Borrow Areas located in Agricultural land where un-avoidable



(iii) The depth of borrow pits will not be more than 30 cm after stripping the 15 cm topsoil aside.

Borrow Areas located in Elevated Lands



(iii) At location where private owners desire their fields to be leveled, the borrowing shall bedone to a depth of not more than 1 .5m or up to the level of surrounding fields

Borrow Areas near River side



(iii) Borrow area near to any surface water body will be at least at a distance of l5m from the toeof the bank or high flood level, whichever is maximum.

Borrow Areas near Settlements



(iii) Borrow pit location will be located at least 0.75 km from villages and settlements. If un-avoidable, the pit will not be dug for more than 30 cm and drains will be cut to facilitatedrainage.

(iv) Borrow pits located in such location will be re-developed immediately after borrowing iscompleted. If spoils are dumped, that will be covered with a layers of stockpiled topsoil inaccordance with compliance requirements with respect MOEF/PPCB guidelines.

Borrow Pits along the Road


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Pwzijab State Road Sector Project EMP GUIDELINES JulY 2006


(iii) Borrow pits along the road shall be discouraged.

(iv) It permitted by the Engineer; these shall not be dug continuously.

* (x) Ridges of not less than 8m widths should be left at intervals not exceeding 300m.

(vi) Small drains shall be cut through the ridges of facilitate drainage.

(vii) The depth of the pits shall be so regulated that there bottom does not cut an imaginary linehaving a slope of I vertical to 4 horizontal projected from the edge of the final section ofbank, the maximum depth of any case being limited to I .5m.

(viii) Also, no pit shall be dug within the offset width from the toe of the embankment required asper the consideration of stability with a minimum width of I Om.

Re-development Borrow Areas

The objective of the rehabilitation programme is to return the borrow pit sites to a safe and securearea, which the general public should be able to safely enter and enjoy. Securing borrow pits in astable condition is fundamental requirement of the rehabilitation process. This could be achieved byfilling the borrow pit floor to approximately the access road level.

Re-development plan will be prepared by the Contractor before the start of work inline with theowners will require and to the satisfaction of owner.

The Borrow Areas will be rehabilitated as per following;

Borrow pits will be backfilled with rejected construction wastes and will be given avegetative cover. If this is not possible, then excavation sloped will be smoothed anddepression will be filled in such a way that it looks more or less like the original roundsurface.

Borrow areas might be used for aquaculture in case landowner wants such development. Inthat case, such borrow area will be photographed after their post use restoration andEnvironment Expert of Supervision Consultant will certify the post use redevelopment.

The Contractor will keep record of photographs of various stages i.e., before using materialsfrom the location (pre-project), for the period borrowing activities (construction Phase) andafter rehabilitation (post development), to ascertain the pre and post borrowing status of thearea.

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Punjab State Road Sector Project EMP: GUIDELINES Ji/il 2006

GUIDELINE 4: SITING & LAYOUT OF CONSTRUCTION CAMP

(A) SITING

The contractor based on the following guidelines shall identify the location of theconstruction site. The construction site shall be located:

The construction camps will be located at least 500 m away from habitations atidentified sites. The living accommodation and ancillary facilities for labour shall beerected and maintained to standards and scales approved by the resident engineer.

On non agricultural lands, as far as possible

Not within 1000m of either side of locations (Wild life Sanctuary/Ecologicallysensitive areas)

All sites used for camps must be adequately drained.

* The camps must be located such that the drainage from and through the camps willnot endanger any domestic or public water supply.

* All sites must be graded, ditched and rendered free from depressions such that watermay get stagnant and become a nuisance.

(B) LAYOUT

A conceptual layout of a typical construction site has been presented in Figure 3.1. TheContractor during the progress of work will provide, erect and maintain necessary(temporary) living accommodation and ancillary facilities for labour to standards and scalesapproved by the engineer. All temporary accommodation must be constructed andmaintained in such a fashion that uncontaminated water is available for drinking, cookingand washing. Safe drinking water should be provided to the dwellers of the constructioncamps. Adequate washing and bathing places shall be provided, and kept in clean anddrained condition. Construction camps are to be sited away from vulnerable people andadequate health care is to be provided for the work force.

Sanitation Facilities: Construction camps shall be provided sanitary latrines and urinals.Sewerage drains should be provided for the flow of used water outside the camp. Drains andditches should be treated with bleaching powder on a regular basis. The sewage system forthe camp must be properly designed, built and operated so that no health hazard occurs andno pollution to the air, ground or adjacent watercourses takes place. Compliance with therelevant legislation must be strictly adhered to. Garbage bins must be provided in the campand regularly emptied and the garbage disposed off in a hygienic manner

Slhelter at Workplace: At every workplace, there shall be provided free of cost, four suitableshelters, two for meals and two others for rest, separately for use of men and womenlabourers. The height of shelter shall not be less than 3m from floor level to lowest part of the

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Pntyab State Road Sector Project EMP: GUIDELINES JulY 2006

roof. Sheds shall be kept clean and the space provided shall be on the basis of at least 0.5m2

per head.

Canteen Facilities: A cooked food canteen on a moderate scale shall be provided for thebenefit of workers wherever it is considered necessary. The contractor shall conformgenerally to sanitary requirements of local medical, health and municipal authorities and atall times adopt such precautions as may be necessary to prevent soil pollution of the site.

First aid facilities: At every workplace, a readily available first-aid unit including anadequate supply of sterilized dressing materials and appliances will be provided. Workplacesremote and far away from regular hospitals will have indoor health units with one bed forevery 250 workers. Suitable transport will be provided to facilitate taking injured and illpersons to the nearest hospital. At every workplace an ambulance room containing theprescribed equipment and nursing staff will be provided.

Health Care Facilities: Health problems of the workers should be taken care of by providingbasic health care facilities through health centres temporarily set up for the constructioncamp. The health centre should have at least a doctor, nurses, duty staff, medicines andminimum medical facilities to tackle first-aid requirements or minor accidental cases, linkagewith nearest higher order hospital to refer patients of major illnesses or critical cases.

The health centre should have MCW (Mother and Child Welfare) units for treating mothersand children in the camp. Apart from this, the health centre should provide with regularvaccinations required for children.

Day Creche Facilities: At every construction site, provision of a day creche shall be workedout so as to enable women to leave behind their children. At construction sites where 20 ormore women are ordinarily employed, there shall be provided at least a hut for use ofchildren under the age of 6 years belonging to such women. Huts shall not be constructed to astandard lower than that of thatched roof, mud walls and floor with wooden planks spreadover mud floor and covered with matting. Huts shall be provided with suitable and sufficientopenings for light and ventilation. There shall be adequate provision of sweepers to keep theplaces clean. There shall be two maidservants (or aayas) in the satisfaction of local medical,health, municipal or cantonment authorities. Where the number of women workers is morethan 25 but less than 50, the contractor shall provide with at least one hut and onemaidservant to look after the children of women workers. Size of creches shall varyaccording to the number of women workers employed.

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Punjab State Road Sector P -oject EMP: GUIDELINES July 2006

FTXF E,

Figure: Typical Layout of Construction Camp

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Pirnjab State Road Sector Project EMP: GUIDELINES Juht 2)006

GUIDELINE 5: SITE CLEARANCE

1. VEGETATION CLEARANCE

Vegetation clearance shall comprise uprooting of vegetation, grass, brushwood, shrubs,stumps, trees and saplings of girth upto 30 cm. measured at a height of one meter above theground level. Where only clearance of grass is involved it shall be measured and paid forseparately. The procedure/ steps involved for uprooting, skating and felling trees are

described below.

1.1 Uprooting of Vegetation

The roots of trees and saplings shall be removed to a depth of 60 cm. Below groundlevel or 30 cm. below formation level or 15 cm below sub grade level, whichever is

lower.

All holes or hollows formed due to removal of roots shall be filled up with earthrammed and leveled.

Trees, shrubs, poles, fences, signs, monuments, pipe lines, cables etc. within oradjacent to the area, which are not required to be disturbed during vegetationclearance shall be properly protected by the contractor at his own cost.

Staking and Disposal

All useful materials obtained from clearing and grubbing operation shall be staked inthe manner as directed by the Engineer.

Trunks and branches of trees shall be cleared of limbs and tops stacked properly atthe places indicated by the Engineer- in - charge. These materials shall be theproperty of the Government.

All unserviceable materials are disposed off in such a manner that there is nolivelihood of getting mixed up with the materials meant for construction.

Felling Trees

Marking of tress: Trees, above 30 cm. Girth (measured at a height of one meter aboveground level) to be cut, shall be approved by the Engineer-in-clharge and then markedat the site.

Felling of trees: Felling of trees shall include taking out roots up to 60 cm. belowground klevl or 30 cm. below formation level or 15 cm. below sub-grade level,whichever is lower.

Filling: All excavations below general ground level arising out of removal of trees,stumps etc. shall be filled with suitable material in 20 cm. layers and compactedthoroughly so that the surface at these points conform to the surrounding area.

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Punfab State Road Sector Project EMP: GUIDELINES JuNli 2006

Sizing: The trunks and branches of trees shall be cleared of limbs and tops and cutinto suitable pieces as directed by the Engineer-in-charge.

Staking: The serviceable materials shall be staked in the manner as directed by theEnvironmental specialist of Supervision Consultants/Engineer-in-charge.

Disposal: The material, which cannot be used or auctioned shall be removed from thearea and disposed off as per the directions of the Engineer-in-charge. Unsuitable

waste materials should not get mixed with construction material during disposal.

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Puwpyab State Road Sector Project EMP: GUIDELINES Jiii/I 2006

GUIDELINE 6: DISPOSAL SITE MANAGEMENT

The locations of Disposal sites have to be selected such that:

No residential areas are located downwind side of these locations,

Disposal sites are located at least 1000 m away from sensitive locations like Settlements,Water body notified forest areas, Sanctuaries or any other sensitive Locations.

Disposal sites do not contaminate any water sources, rivers etc for this site should be locatedaway from waterbody, Disposal site should be lined properly to prevent infiltration of water.

Public perception about the location of debris disposal site has to be obtained beforefinalizing the location.

Permission from the Villager/local community is to be obtained for the Disposal site selected

The Plan must be approved by Environment Engineer of TA Consultant and ExecutiveEngineer of Contract Management Unit.

PRECAUTIONS TO BE ADOPTED DURING DISPOSAL OF DEBRIS / WASTEMATERIAL

The contractor shall take the following precautions while disposing off the waste material

* During the site clearance and disposal of debris, the contractor will take full care to ensurethat public or private properties are not damaged/affected, there is no dwellings below thedumpsite and that the traffic is not interrupted.

* Contractor will dispose off debris only to the identified places or at other places only withprior permission of Engineer-in-Charge of works.

* In the event of any spoil or debris from the sites being deposited on any adjacent land, thecontractor will immediately remove all such spoil debris and restore the affected area to itsoriginal state to the satisfaction of the Engineer-in-Charge of works.

* The contractor will at all times ensure that the entire existing canal and drains within andadjacent to the site are kept safe and free from any debris.

* Contractor will utilize effective water sprays during the delivery and handling of materialswhen dust is likely to be created and to dampen stored materials during dry and windyweather.

* Materials having the potential to produce dust will not the loaded to a level higher than theside and tail boards and will be covered with a tarpaulin in good condition.

Any diversion required for traffic during disposal of debris shall be provided with trafficcontrol signals and barriers after the discussion with local people and with the permission ofEngineer-in-Charge of works.

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During the debris disposal, contractor will take care of surrounding features and avoid any

damage to it.

*While disposing debris / waste material, the contractor will take into account the wind direction and

location of settlements to ensure against any dust problems.

GUIDELINES FOR REHABILITATION OF DISPOSAL SITES

The dumpsites filled only upto the ground level could be rehabilitated as per guidelines below and to

be decided by the engineer and the supervision consultant

The dumpsites have to be suitably rehabilitated by planting local species of shrubs and other

plants. Local species of trees has also to be planted so that the landscape is coherent and is in

harmony with its various components.

In cases where a dumpsite is near to the local village community settlements, it could be

converted into a play field by spreading the dump material evenly on the ground. Such

playground could be made coherent with the landscape by planting trees all along the

periphery of the playground.

Some of the dumpsites could be used either for plantation or for growing agricultural produce

such as ginger, turmeric or oranges etc.

Care should always be taken to maintain the hydrological flow in the area.

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Ptinjab State Road Sector Project EMP: GUIDELINES Jilv 2006

GUIDELINE 7: TRAFFIC MANAGEMENT DURING CONSTRUCTION

The roads are being upgraded. The work of upgradation will be undertakeni at different stages toavoid inconvenience to the traffic.

Construction Zones

The fallowing dimensions are suggested:

Advance working zone 300 m

Approved transition zone 100 m

Working zone 500 m

Terminal transition zone 100 mn

All the signages, delineators and Baricades and lateral buffer zones will be put by the contractor.

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Punjab State Road Sector Project EMP: GUIDELINES Jilvi 2006

GUIDELINE 8: SOIL EROSION AND SEDIMENTATION CONTROL

All materials shall meet commercial grade standards and shall be approved by the Engineer beforebeing used in the work.

CONSTRUCTION OPERATIONS

Prior to the start of the relevant construction, the Contractor shall submit to the Engineer forapproval, his schedules for carrying out temporary and permanent erosion/sedimentation controlworks as are applicable for the items of clearing and grubbing, roadway and drainage excavation,embankment/sub-grade construction, bridges and other structures across water courses, pavementcourses and shoulders. He shall also submit for approval his proposed method oferosion/sedimentation control on service road and borrow pits and his plan for disposal of wastematerials. Work shall not be started until the erosion/sedimentation control schedules and methods ofoperations for the applicable construction have been approved by the Engineer.

The surface area of erodible earth material exposed by clearing and grubbing, excavation, borrowand fill operations shall be limited to the extent practicable. The Contractor may be directed toprovide immediate control measures to prevent soil erosion and sedimentation that will adverselyaffect construction operations, damage adjacent properties, or cause contamination of nearby streamsor other watercourses. Such work may involve the construction of temporary berms, dikes, sedimentbasins, slope drains and use of temporary mulches, fabrics, mats, seeding, or other control devices ormethods as necessary to control erosion and sedimentation.

The Contractor shall be required to incorporate all permanent erosion and sedimentation controlfeatures into the project at the earliest practicable time as outlined in his accepted schedule tominimize the need for temporary erosion and sedimentation control measures.

Temporary erosion/sedimentation and pollution control measures will be used to control thephenomenon of erosion, sedimentation and pollution that may develop during normal constructionpractices, but may neither be foreseen during design stage nor associated with pernanent controlfeatures on the Project.

' Where erosion or sedimentation is likely to be a problem, clearing and grubbing operations shouldbe so scheduled and performed that grading operations and permanent erosion or sedimentationcontrol featLres can follow immediately thereafter if the project conditions permit; otherwisetemporary erosion or sedimentation control measures may be required between successiveconstruction stages. Under no conditions shall a large surface area of credible earth material beexposed at one time by clearing and grubbing or excavation without prior approval of the Engineer.

The Engineer may limit the area of excavation, borrow and embankment operations in progress,commensurate with the Contractor's capability and progress in keeping the finish grading, mulching,seeding and other such permanent erosion, sedimentation and pollution control measures, inaccordance wvith the accepted schedule.

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Pui,yab State Road Sector Project EMP: GUIDELINES JiiY' 2006

Temporary erosion is sometimes caused due to the Contractor's negligence, carelessness or failure toinstall permanent controls. Sedimentation and pollution control measures then become necessary asa part of the work as scheduled or ordered by the Engineer, and these shall be carried out at theContractor's own expense. Temporary erosion, sedimentation and pollution control work required,which is not attributed to the Contractor's negligence, carelessness or failure to install permanentcontrols, will be performed as ordered by the Engineer.

Temporary erosion, sedimentation and pollution control may include construction work outside theright of way where such work is necessary as a result of road construction such as borrow pitoperations, service roads and equipment storage sites.

The temporary erosion, sedimentation and pollution control features installed by the Contractor shallbe maintained by him till these are needed, unless otherwise agreed by the Engineer.

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Ptnjab State Road Sector Pr oject EMP: GUIDELINES July 2006

GUIDELINE 9: WORKERS SAFETY IN COMMON OPERATION AND DURINGCONSTRUCTIONS

HOUSE KEEPING PRACTICES

1. Maintain washrooms and canteens clean

2. Keep all walkways clear and unobstructed at all times

3. Ensure that spillages of oil and greasy

4. Stack raw materials and finished products clear of walkways or inside roads

5. Do not leave tools on the floor or in any location where they can be easily dislodged

6. Keep windows and light fitting clean

7. Maintain the workplace floors dry and in a non-slippery condition

8. Provide and maintain proper drainage system to prevent water ponding

9. Use metal bins for oily and greasy rags and store all flammable materials in appropriate bins,racks or cabinets. Ensure that the meal bins for storing oily and grease rags should becovered with lids.

10. Ensure that protruding nails in boards or walls are moved or bent over so that they do notconstitute a hazard to people

11. Make sure that hazardous/dangerous chemicals are kept in the goods stores with theappropriate labeling, display of the material-safety-data-sheet (MSDS) and otherprecautionary measures

12. Display 'no smoking' signs in areas with high fire risks, e.g. paint stores, wood working areaand others

SAFE LAYOUT IN THE CONSTRUCTION PLANT, CAMP AND QUARRY AREAS

1. Arrange border to perimeter fencing

2. Ensure good visibility and safe access at site entrances

3. Provide adequate warning signs at the entrance and exit where necessary

4. Provide adequate space/area for loading and unloading, storage of materials, plant andmachinery

5. Display emergency procedure and statutory notices at conspicuous location

6. Consider welfare facilities required

7. Provide areas for dumping garbage and other waste materials, and also arrange for theirregular clearance.

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8. Arrange storage, transport and use of fuel, other flammable materials and explosives in linewith the license requirements to be obtained from appropriate authorities

9. Plan emergency assembly points, fire escape routes and locate fire-fighting equipment

10. Provide access roads and plant movement areas within the site.

11. Ensure the availability of first aid facilities and display notices at the various works to showthe location of these facilities

12. Provide proper drainage and sewage & drainage facilities

TREE FELLING

* Use hard hats during tree felling

* Ensure tools such as the axes are in good condition

* Determine proper foot and body position when using the axe. Do not cut above your head

Wear appropriate foot protection

* Carry a first aid kit to the site

* Determine possible hazards in the area, e.g. electrical or telephone or other utility lines

* Prior to felling, determine the safest direction for the fall

* Determine the proper hinge size before directing the tree fall.

NOISE HAZARDS AND ITS CONTROL

1. Note that indications of noise levels are:

* You have to shout to be heard;

* Your hearing is dulled just after work;

* You get head noises or ringing in the ears after work;

* You have difficulty hearing people while others are talking

2. Use sound level meters to measure. If the sound level exceeds 85 dB(A), then preventivemeasures should be taken

3. Make personnel aware of noisy areas by using suitable warning signs and insisting that earprotectors should necessarily be worn.

4. Reduce noise at source by improved maintenance, replacing noisy machines, screening withnoise absorbing material, making changes to the process/equipment, controlling machinespeeds, ensuring that two noise-generating machines are not runling at the same time, usingcutting oils and hydraulic breakers.

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Puinjab State Road Sector Pr-oject EMP: GUIDELINES Juuly, 2006

5. Appoint a competent person to carryout a detailed noise assessment of the site, designate ear5 protection zone, and give instructions on the necessary precautionary mieasures to be

observed by site personnel, including the use of suitable type of ear protections.

6. Wear and maintain ear muffs and ear plugs as required

7. In construction or repair work, noise should be kept to a low-level bearing. in mind thedisturbance to local residents.

ROAD WORKS

1 . The uise of signage is most important to caution the road users of possible unsafe conditionsdue to the road works.

*2. Use the appropriate signage devices as required by the site conditions/situation. The devicesinclude regulatory signs, delineators, barricades, cones, pavement markings, lanterns andtraffic control lights.

3. In using signs, make sure that they are (i) simple, easy-to-uniderstand and convey only onemessage, (ii) luminescent and with reflective properties, and )iii) broad, prominent and of

* appropriate size.

4. In using barricades, make sure that you keep traffic away from work areas and you guide thedrivers to keep along a safe, alternative path.

5. Ensure that proper personal protective equipment (PPE) is provided to all thle workers.

6. Cover existing road signs and install new ones at appropriate locations takihg into account5 the distances that would be required and reaction times.

7. Plan layout and traffic management so that hazard are not created.

8. Deploy flagmen, who control traffic at the work areas. The flag should be 600mim x 600mm* fastened to a Im length staff.

*9. Flagmen should wear reflective safety vests along with hard hats

510. If required, use wireless devices for flagmen to co-ordinate fromn either ends of the road,where works are being carried out.

ELECTRICAL HAZARDS IN CONSTRUCTION AREAS

1 . Treat all wires as live wires

2. Never touch dangling wires, but report them to your manager

3. Unless you are a qualified electrician, do not attempt electrical repairs

4. Never use electrical equipment if you hands are wet or you are standing in water

5. If electrical equipment is sparking or smoking, turn the power off and report the condition toyour supervisor

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6. Never use electrical wires that have physical damage

7. Never allow equipment or traffic to run over electrical wires.

* USE AND STORAGE OF GAS/LPG

* 1. Store filled gas/LPG cylinder in the open area, i.e. outside of the building

* 2. Transport, store, use and secure cylinders in upright position

* 3. Ensure proper ventilation at the ground level in locations where gas/LPG is in use

* 4. Avoid physical damage to the cylinders

0 5. Never weld or cut on or near the cylinders

* 6. Store empty cylinders secured and upright

* 7. Make sure that the cylinder is closed immediately after use

* 8. Investigate immediately if there is the smell of LPG or gas

0 9. Never use destenched gas/LPG on site.

* 10. Make sure that there is no other unrelated fire in the vicinity of the cylinder

* OPERATION OF EXCAVATORS

* 1. Ensure that excavators are operated by authorized persons who have been adequately trained.

2. Prevent unauthorized movement or use of the excavators

* 3. Check regularly and maintain the machine thoroughly

4. Ensure that all relevant information, including those related to instruction, training,supervision and safe system of work are provided to the operators.

5. Ensure that the operation and maintenance manuals, manufactLrer's specifications,inspection and maintenance log books are provided for the use of the mechanics, service

* engineers or other safety personnel during periodic maintenance, inspection and examination.

6. During tipping or running alongside the trenches, excavators must be provided with stopa blocks.

a 7. Excavators must be rested on firm ground during operation

a 8. Avoid operating the machine too close to an overhang, deep ditch or hope and be alter topotential carving edges, falling rocks and slides, rough terrain and obstacles.

9. Locate and identify underground services by checking with all utility companies beforeexcavations.

a 10. Ensure that all excavations are supervised by experienced and competent persons.

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Punjab State Road Sector Project EMP: GUIDELINES Ju/' 2006

11. When reversing or in caste the operator's view is restricted, adequate supervision andsignaling should be provided.

12. Ensure that the type and capacity of the excavator are properly chosen for the intendedpurposes and site conditions. Never use a machine for any purposes other than it is designedfor.

13. Check and report for excessive wear and any breakage of the bucket, blade, edge, tooth andother working tools of the excavator.

14. Check that all linkages/hinges are properly lubricated and ensure that the linkage pins aresecured. Never use improper linkage pins.

15. Never dismount or mount a moving machine

16. Work only with adequate ventilation and lighting

17. Ensure that the protective front screen of the driving cabin is fixed in positioln duringexcavations to avoid eye injury to the operator.

18. Ensure switch-off of the unattended vehicle.

OPERATION OF TRUCKS AND DUMPERS

1. Ensure that only trained, authorized and licensed drivers operate the vehicles

2. Enlist the help of another worker before reversing the vehicle

3. Switch-off the engine of an unattended vehicle

4. Lower the tipping bodies when the machine is unattended, but if it is necessary to leave themin the raised position they should be blocked to prevent their fall.

5. Wear safety boots or shoes to avoid injuries during loading and unloading.

6. Carryout periodic servicing to the manufacturer's requirements. All records of mainitenaniceand repairs should be in writing or kept on site.

7. Keep the vehicle tidy and the cabin free from tools and material, which might obstruct thecontrols.

8. Keep to speed limits.

9. No passenger should be carried on a dumper except the driver

10. Never drive the vehicle across a slope

11. Provide stop blocks when the vehicle is tipping into or running alongside excavations

12. Do not overload the vehicle.

13. Carry only well secured loads

14. Park only on level ground, in neutral with the parking brake applied

15. Never mount of dismount from a moving vehicle

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Ptinjab State Road Sector Project EMP: GUIDELINES July 2006

GAS WELDING

1. Use the following personal protective equipment during welding

0 Face or hand shield fitted with filters

Goggles, particularly when chipping slag

Gloves long enough to protect wrists and forearms against heats, sparks, molten metaland radiation

0 High-top boots to prevent sparks from entering footwear.

2. Screen of the work area with sturdy opaque or translucent materials because glare can causeeye injury.

3. Key for opening the acetylene cylinder valve must be one the valve stem while the cylinder isin use so that the cylinder valve may be immediately shut-off in an emergency.

4. Ventilate the workplace using air blowers and exhaust fans to remove poisonous fumes andgases that are given off during welding

5. Take precautions against flying sparks and hot slag where welding is beign done nearflammable materials and check the area before leaving.

6. Do not weld material degreased with solvents until completely dry.

7. Do not use gas cylinders for supporting work or as rollers

8. Do not use oil grease on oxygen cylinder fittings

9. Do not use cylinders with damaged valves.

10. Do not use too much force if valves are stuck.

11. Replace valve caps after use

12. Search for leaks in equipment by using a solution of soapy water.

13. Shut the cylinder valve if acetylene from a cylinder catches fire at the valve or regulator dueto leakage at a connection.

14. Treat all gas cylinders as "full" unless you are sure otherwise.

15. Never attempt to transfer acetylene from one cylinder to another or attempt to refill anacetylene cylinder.

16. Place portable fire extinguishers near the welding area

17. Secure all cylinders against accidental displacement.

18. Always lift gas cylinders. Do not slide them along the ground or drop them from trucks.

19. Keep gas cylinders in vertical position both in storage and when in use

20. Keep the work place dry, secure, free from combustible materials and obstruction.

2 1. Store the acetylene and oxygen cylinders separately, and in a proper store.

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22. Keep the gas cylinders from source of heat, flammable materials, corrosive chemicals andfumes.

MANUAL HANDLING AND LIFTING

1. Use mechanical equipment in lace of manual handling as far as possible.

2. Assess the manpower required to handle or life the load safety and arrange the manpoweraccordingly.

3. In handling hazardous materials, the workers shall be informed of the hazards and safetyprecautions.

4. All relevant persons shall be trained in the proper methods of lifting and carrying.

5. Where team work is required, select the persons whose ages and physical builds arecompatible for teaming up. Coordinate the actions of the team members by giving necessaryinstructions.

6. Always lighten or suitably shape the load for manual handling as far as possible Keep a lookout for splinters, sharp edges, loose banding and nails.

7. Clear path or obstruction and tripping hazards.

8. Stack and secure goods safety on trucks, otherwise they fall off and injure passers-by.

9. Use personal protective equipment such as gloves, safety shoes, etc.

10. Adopt the following procedure when you lift a load:

11. Stand close to the object. Have a firm footing with feet spread on either side of the road.

12. Bend the knees and keep your back as straight as you can

13. Grasp object firmly. Be sure grip will not slip

14. Breath in and throw the shoulder back wards.

15. Straighten the legs, continuing to keep the back as straight as you can.

16. Hold object firmly close to the body

17. Always lift smoothly. Avoid jerky motions. Turn with feet instead of twisting the back.

HANDLING CHEMICALS AND HAZARDOUS SUBSTANCES

1. Always substitute hazardous chemicals with harmless or less hazardous ones whereverpossible.

2. Enclose the process using chemicals or provide other engineering controls such as localexhaust ventilation, a fume cupboard or a safety cabinet.

3. Exercise great care in the storage and use of chemicals because they may be explosive,poisonous, corrosive or combustible.

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4. Separate different chemicals physically

* 5. Store chemicals classified as dangerous goods in a properly constructed and approved goodsstore. Keep proper records of all chemicals and hazardous substances delivered, stored andused on site.

6. Consider unknown substances and liquids as dangerous until proven otherwise.

7. All containers should be clearly labeled to indicate contents. Never use a wrongly labeledcontainer for chemicals.

8. Prohibit smoking in the vicinity of dangerous chemicals

9. Ensure that you are wearing the correct personal protective equipment before you handle* chemicals

* 10. Maintain the Material Safety Data Sheet of all chemicals for reference on safety precautions* to be taken and the use of suitable PPE.

* 11. When opening containers, hold a rag over the cap or lid, as some volatile liquids tend to spurtup when released.

12. Wash before you eat and do not eat at the work place.

13. If the skin is splashed with a chemical, rinse it immediately with plenty of clean water. Eye* should be flushed thoroughly with water followed by immediate medical attention.

* 14. Eye fountain, emergency shower and breathing apparatus should be available in the vicinity* of the workplace.

* 15. Safety instructions for handling emergency situations should be displayed prominently atboth the storage and use locations.

0FIRST AID

1. Provide first aid boxes at every site

2. Ensure that training on the use of the first aid box is provided to a handful of staff working in* the site.

* 3. Display the list of persons who are trained on providing first aid.

* 4. Ensure that every first aid box is marked plainly "First Aid" in English and local language.

* 5. The responsible person or first aider should replenish the contents of the first aid box asnecessary.

* PERSONAL PROTECTIVE EQUIPMENT

* General

I. Consider the provision of personal protective equipment only after all measures for removingor controlling safety hazards have been provided reasonably impractical.

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2. Ensure that sufficient personal protective equipment are provided and that they are readily* available for every person who may need to use them.

3. The management should ensure that all persons make full and proper use of the personal* protective equipment provided.

4. Provide instruction and training in the proper use and care of any specific protectiveequipment where necessary

5. Do not willfully misuse, interfere with or ill-treat any protective clothing and equipment* provided.

* 6. Ensure that the personal protective equipment are in good condition. Report immediatelyany damage to the management for replacement. Always keep the personal protectiveequipment as clean as possible.

Eye protection

1. Issue eye protection equipment where there is a foreseeable risk of eye injury

2. Ensure an adequate supply of goggles/shields is available.

3. Keep the goggles clean and make sure they are good fit.

4. Do not watch welding operations unless your eyes are protected from the damaging effect of* flash.

* Head Protection

0 1. No person shall enter a construction site unless he is wearing a suitable safety helmet

* 2. Wear a safety helmet:

* When there is the risk of being hit by falling objects

While on or near a construction site

* During adverse weather conditions

When in any area designated as a "hard hat" area.

0 3. Provide identification labels to all helmets in some way to prevent random exchange amongwearers, with one helmet exclusive to each person.

4. Inspect helmets for cracks of sign of impact or rough treatment before each usage. Destroy,remove and replace all worn, defective or damaged helmets.

Hearing Protection

1. Provide ear plugs or ear muffs as required. Use re-usable ear plugs when the reductionrequired (15-25 dBA) is not excessive. Use ear muffs where a large attenuation of upto 40

* dBA is demanded.

2. Do not use dry cotton wool for hearing protection because it cannot provide any.

3. Provide disposable ear plugs for infrequent visitors and ensure that they are never re-used.

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4. Provide re-usable ear plugs for those who need to work continuously for a long period in ahigh noise area.

5. Use ear muffs with replaceable ear cushions because they deteriorate with age or may bedamaged in use.

6. Avoid wearing spectacles with ear muffs.

7. Use soap and water or the recommended solvent for cleaning ear muffs.

8. Provide ear muffs for those who may need to get in and out of a high noise area frequently.

RESPIRATORY PROTECTIVE EQUIPMENT

1. Wear suitable respirable for protection when there is a potential for small particles enteringthe lungs, e.g. emptying of cement bags.

2. Ensure that he explanators can provide adequate protection.

3. Provide training to all persons using the respirators for their correct fitting, use, limitationsand symptoms of exposure.

4. Clean and inspect all respirators before and after use.

5. Store respirators properly when not in use.

Safety Footwear

1. Wear suitable footwear for work

2. Use safety footwear on site or in other dangerous areas

3. Wear suitable safety shoes or ankle boots when working anywhere where there is high risk offoot injuries from slippery or uneven ground, sharp objects, falling objects, etc.

4. All safety footwear, including safety shoes, ankle boots and rubber boots, should be fittedwith steel toecaps.

5. Avoid wearing flip flops, high heeled shoes, slippers, light sport shoes in situations wherethere is a risk of foot injury.

6. Keep shoe lace knots tight.

Hand Protection

1. Wear suitable gloves for selected activities such as welding & cutting and manual handlingof materials & equipment.

2. Do not wear gloves where there is a risk of them becoming entangled in moving parts ofmachinery

3. wash hands properly with disinfectant soap and clean water before drinking, eating orsmoking. Wash hands immediately after each operation on site when the situation warrants.

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FIRE PREVENTION, FIGHTING AND EQUIPMENT

Before fire breaks cut

1. Store flammable material in proper areas having adequate fire protection systems.

2. Display sufficient warning signs.

3. Train selected personnel to use these fire extinguishers

4. Inspect fire extinguishers regularly and replace as necessary

5. Fire escape route should be kept clear at all times and clearly indicated.

6. Know the escape route and assembly point.

7. Display escape route maps prominently on each floor

8. Carryout fire drill regularly. Designate fire officers

9. Install fire alarm wherever required and test regularly.

10. Provide sufficient exit signs at prominent locations for directing people to the escapestaircases and routes.

When fire breaks out.

1. Alert all persons

2. Put off the fire with appropriate fire extinguishers only when you are sure that you are safe todo so.

3. Escape if you are in danger through the fire escape route to assembly point

4. Fire officers to carryout head count at the assembly point.

Incident and accident investigations

1. Carryout the investigation as quickly as possible.

2. Conduct interviews with as many witnesses as necessary

3. Do not rely on any one sole source of evidence

4. Use the following tools:

Checklists for obtaining basic and typical information for accidents

0 Notebook

Tape records

0 Camera

Measuring tape

Special equipment for the particular investigation

5. Obtain answers to the following questions:

0 When did the accident occur?

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Where did it occur?

* Who was injured and what was damaged?

What caused the accident?

Why did it occur?

How could it have been prevented?

0 How can a recurrence be prevented?

6. Prepare a short but sufficient investigation report that contains the following:

* A summary of what had happened

0 A summary of events prior to the accident

* Information gathered during the investigation

Details of witnesses

0 Information on injury or loss sustained

* Conclusions and possible causes of the accident

* Recommendations to prevent recurrence

* Supporting materials (photos, diagrams, etc.)

GUIDELINES FOR WORKERS SAFETY DURING CONSTRUCTION

SI Stage and Nature of Construction Safety measures expected to be taken by theNo. Hazard Contractors and Site Engineers

I Excavation in soft loose & slushy soil The Excavation beyond 1.5 m to 2.00 m to be done inabove 2.00 m depth sliding of earth steps of minimum 500 mm offsets as shown inor collapsing of sides. Clause 2.18.2(b) and also planking and strutting

should be done as in Clause 2.19.1.2 Excavation in slippery area (water Try to dewater the area and spread minimum 150 mm

logged) - The labour may fall or thick sand layer to avoid slippingmachinery on site may slip.

3 Excavation in Rock where chiseling For hammer work, only experienced and skilledis involved - The fall of hammer may labour should be employed. Chisel should not beinjure the hand, small rock pieces allowed to be held by hand, while hammering butmay injure the eyes and legs. chisel holding clamp should be provided. The labour

should be provided with goggles and leg cover toprotect eyes and legs, from injuries due to small rockpieces.

4 Excavation in Rock where blasting is The work of blasting should be entrusted to onlyinvolved - Careless handling may experienced persons. Provide sufficient length of fuselead to injury to main worker or a to give ample margin of time from the time ofpasser by. lighting to the time of explosion. A danger zone at

least 180m diameter is to be flagged off 10 minutesbefore actual firing. All workmen should be sent-away from danger zone except the firing man, wlho


Ptiuyab State Road Sector Project EMP: GUIDELINES Aitt/ 2006


should be provided with a whistle.

5 Excavation for drain across road or The area should be well barricaded & a red lampmanhole adjacent to a road - chances provided at night. A watchman should be deputed toof a passer by falling into the exca- prevent any movement of persons, or vehicles.vated portion

6 During Excavation or some times In places where the movement of snakes are more theeven while concreting - Snake bites contractor should provide the labour with gum boots,or Scorpion stings- gloves etc. and also make snake antidotes available

on site. A particular care that has to be taken on suchsite is to always keep a vehicle available on site torush the patient to a doctor. This applies to snakestinged patients as well.

7 Centring (form-work) and Many a times ballies joined together give way due toscaffolding -Form-work collapse weak joint. Hence the use of joined ballies should bewhile concreting or just before restricted. Only 2 joined ballies out of 8 balliesconcreting especially when wooden should be allowed. In case of double staging for aballies are used. Slab at a height, utmost care should be taken to see

that the top balli rests on the bottom balli. Aparticular care that should be taken during eachconcreting operating of slabs and beams is that, onecarpenter and two helpers with spare ballies, nailsetc. should be deputed below the slab/beam that isbeing concreted to watch any disturbance in thesupports of the form-work below during concretingand in case of any doubt the concreting should bestopped immediately and the form workstrengthened. Never allow bricks below a balli tomake up the required height. This is most dangerous.

8 Form-work for beams and slabs: The This case is noticed when slender ballies are usedbottom of beam collapses and many a without bracing. In fact, no concreting should betimes brings down the slab as well, allowed without bracing at 300 mm above ground,injuring the labour and supervision and at mid way, in normal beams & slabs. Thestaff. bracings should be for the support of beams as well

as slabs.

9 Form-work for sides of a slab-The This is noticed when the carpenter fixes the sidelabour just rests his foot on the plank shuttering of a slab with a plank just tied by bindingand looses balance and falls resulting wire to the steel reinforcements and by woodena fatal accident. pieces nailed in wall and plank. This is so weak a

portion that with little pressure the plank gives way.Hence side shuttering should be done with a directballi support from ground or floor, and the practice oftying planks with binding wire to the steelreinforcement should be totally avoided. A temporaryrailing along the periphery of slab will guard the lifeof labour and supervision staff.

10 Form-work for beams and slabs- In fact, this is a most dangerous work. One should be

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Opening the form- work-Accident very careful while form-work is removed. Onlydue to fall of materials during trained carpenters should be deputed for the work. Aremoving the forms. safe resting place outside the area of slab as a

temporary measure should be constructed from wherethe Slab can be removed safely. Removal of form-work during night should not be permitted under anycircumstances.

I-I Scaffolding-Fall of work-man, This is a very common negligence on the part ofSupervision Staff, Standing on Chalis labour who do scaffolding work. The Chalis onnot tied properly or tied only at one which they work either span over it's complete lengthend. or is tied loosely and many a times at one end only.(Chalis mainly made of Bamboos). Hence, care must be taken that the Chali do not span

over the full length but some middle support shouldbe provided and also the same is tied properly onboth ends.

12 Ladders-Balli or bamboo ladders - The ladders should be strong enough to bear theThe horizontal member breaks and weight of a labour with materials on head. As far asthe person falls. Some times the top possible a hand rail should be provided at one end.face just rests on wall and the whole The horizontal member should be preferably fixedladder tilts causing an accident. with. bolt & nuts or strong nails. When the ladder is

placed across a wall the top portion should be tiedfirmly to a strong support so that the ladder does notmove laterally.

13 Column Reinforcements-Column The tendency of bar-benders is to tie the vertical steelreinforcements mainly in with coir rope or 8 mm steel rods as ties on all fourindependent footings collapses - sides of the column reinforcement. This method ofInjury to persons working nearby. supporting the column reinforcements results in a

weak support. Hence, the column reinforcementsshould be supported by strong ballies on all four sidesof reinforcements and as far as possible a combinedplatform should be constructed out of ballies overwhich the reinforcements can be supported.

14 Concreting chajjas - When chajjas While concreting chajjas care must be taken that theare concreted with out care and on labour do not stand on the reinforcement and disturbopening the form-work the chajja the position. Separate scaffolding must be tied overwould collapse, causing injury to which the labour can stand and work withoutlabour on top or bottom of chajja. disturbing the reinforcements. The main reason is in

chajja the steel is placed on top face but if the labourstands on the steel, it will bend and come to bottomface and hence the chajja will fall when form-work isremoved, thus, causing injury to labour working ontop, or bottom.

15 Dismantling-Dismantled materials When work of demolition is to be taken up the areamay fall on passer by or the person should be closed for all outsiders. No one should beengaged in dismantling work may allowed up to 50 m. from the place of demolition.fall due to slipping. The dismantled The workers engaged in demolition should be askedmaterials may fall on persons to wear safety belts. Helmets must be worn by all the

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Si Stage and Nature of Construction Safety measures expected to be taken by theNo. Hazard Contractors and Site Engineers

working below. workers engaged in dismantling work. The placeshould be strictly guarded at night with red lights atprominent places, and watchman should be posted.

16 Electric-Connections/Cables etc. - The work in such places, should not be allowed to theHigh tension/L.T. Electric wire workers themselves, but in such position the workmust be executed under the strict supervision of apassing near the slab structure- while responsible Foreman or a Supervisor.bending, lifting or tyingreinforcements the bar benders maysustain the Electric Shock, causingfatal injury.

17 Electric Connections/Cables etc. - Before taking up the work all available drawingsCables below ground may get should be studied, local enquiry to be made to knowpunctured during excavation & thus the position of cables and work in such area shouldelectrocute the labour working. be got executed under strict supervision of anSimilarly when concreting is in experienced Foreman or a Supervisor.progress the punctured cable mayprone to be fatal to the labour.

18 Electric Connections/Cables etc. - The Electric wires should be maintained by an*Temporary Electric lines near damp electrician who should regularly chieck uip theinsulation of wires especially placed near steel items

walls, near joinery stretched on a & damp areas.considerable length - There is every The temporary wiring should be supported properly.chance that the wire may get cut due As far as possible a good quality wire should be usedto usage and may develop short which may not get damaged easily.circuits/leakages etc. and mayelectrocute the person touching thewire accidentally.

19 Electric and gas welding work - All wiring works to be inspected by experiencedDrilling, polishing work - Done by electrician. All wires to be properly insulated andtemporary cables used on a number fixed at height on temporary poles. No welding workof works - Due to the fact that the should be permitted near damp area. The welders towires are old & when they come in be provided with welder's goggles & gloves. As farcontact with water even in the as possible machine in good condition should beprocess of curing the surrounding used.area may get affected due to leakagein the electric current thus causingdamage to the workers & supervision

- staff.

20 Construction Machinery & Lifts - The Mixers with hopper should be operated by anConcrete Mixers - Safety experienced mixer operator and such mixers shouldprecautions. A mixer with hopper not be allowed to be handled by a helper or a labour.tried to be operated by an helpercould not release brake in time thuscausing injury to the person nearhopper- some times fatal one.

21 Construction Machinery & Lifts - (1) A brick protection wall of minimum 1.00 mLifts - Safety precautions, height should be constructed around the Lift Pit, thus,(1) The lift pit if left unguarded the preventing the children going near the pit. A special

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Pzu?ijab State Road Sector Project EMP: GUIDELINES JidY 2006


children of workers may fall in the care should be taken to see that the children are notpit resulting in fatal accident allowed to come near the machinery.(2) The manually operated brakes of (2) The condition of the lift must be maintained

communication between the properly. The lift operator should be well trained.labour at the top and the liftman The labour receiving the bucket at top should befailed and thus, the lift was not smart and active enough to convey the message ofcontrolled and resulted in fatal s .r th laccident. stopping & releasilg the lf-to-lft operator properly.

22 Water Storage Tank for general use The water tanks constructed on site should be& curing - chances of children of protected by at least 1.00 m high walls on four sides,workers falling in the tank with fatal so that the children do not fall.accident.

23 Misuse of lift by labour and some No person should be allowed to go to upper floors bytimes supervision staff The lifts that lifts that are mainly meant for conveying the buildingare meant for lifting materials used materials. Fatal accidents have taken place due toby labour to go to upper floors - The above action of workers.labour thus traveling many a timesget injured.

24 Site Cleaning-Cleaning top floors of This dangerous practice should not be allowed at all.buildings - Upper portion of any The materials should be brought to the ground withstructure - Throwing waste materials the help of lift or the use of rope over pully with abroken concrete pieces, brick bats, bucket, thus bringing down materials safely.sand etc. straightway from top toground injuring person below or evena passerby.

25 Bar bending work-Helpers of bar This is a very bad practice. The helpers should bringbenders to follow short cut method, the rods to ground with the help of lift or rope &throw surplus steel pieces from top pulley.floors to ground and may cause fatalinjiuries.

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Purnjab State Road Sector Project EMP: GUIDELINES JulY 2006

GUIDELINE 10: MEDIAN PLANTATION AND GRASS TURFING

1 GENERAL DESCRIPTION

1.1 The species to be planted in median would be of low as medium height with ornamentalvalue to enhance the visual experience of the road corridor. It will also act as a screen toprevent glare from the incoming vehicles.

1.2 One or two rows of flowering shrubs are recommended in accordance to the varying width ofthe median of different sections. In sections where median width is less than 1.5 meter, onlygrass turf is recommended. In median width of 3 meters, one row of shrub whereas in 5meter median width, plantation of two rows of flowering shrubs are proposed.

1.3 Only two rows of shrubs will be planted on median width of 5 meters and these plants will beat a spacing of 1.5 meters from the inner edge of the median.

1.4 The plants will be at spacing of 3x3 meters and size of the pits for planting will be 0.6m diaand deep. Therefore, total no. of plants per km will be 333 in case where single row isproposed and 666 in case of two row.

1.5 The species recommended for median are mainly Bougainvillea and Kaner. Bougainvillea isconsidered as the most suitable species as it has a great aesthetic value and it is found invarious colours and shades. It can also withstand extreme temperature and clinate conditionsand also has low requirements of water. These species have been proposed considering theclimatic conditions, requirements of water and future management. However other specieslisted in the appendices may also be used.

1.6 The surface for the median plantation should be well prepared. The masses of loose debris onthe median and any convexities will be removed and similarly and concavities are to be filledby good soil. The surface should have sufficient layer of good quality of soil so as to have abetter growth and survival of grasses and shrubs.

1.7 The height of the plants will not be less than I ft. and need to be in polythene bags until theplanting.

1.8 All plants supplied must be planted within three days of removal from the nursery.

1.9 The contractor will be required to water the area in case of sufficient rains water afterplanting.

1.10 Size of the pits for planting shrubs - 45x45x45 cm

1.11 No. of Plant per km - 666

1.12 Use of compost of manure - 1/3 of volume of pit mixed

with soil, and refilled

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Puinjab State Road Sector Project EMP: GUIDELINES Julv 2006

Table-1: Activities schedule for Plantation along the Road/Median

Year Month Sl No. Activities to be done"t Year Jan to Mar 1 Surveying & Clearing of the area

2 Digging of Pits3 Procurement of Angles Iron and Barbed wire (or other

fencing material), and erecting the fence2nd Year April to June I Purchase of Farm yard manure

2 Brick/Iron etc. guard for I"5 row3. Plantation along the road4 Filling up of pits with Farm yard manure and soil

July to August I Transportation of Plants2 Planting of Sapling3 Watering4 Weeding and Hoeing

Sept to Nov I Weeding of Hoeing2 Watering 4 times a month

Dec to Feb 1 Weeding of Hoeing2 Maintenance

March 1 Watering 4 times a month3rd Years April to June I Watering 6 times a month

July to August I Casualty Replacement (20% of the total plants)2 Weeding

Maintenance by MaliSep to Nov I Watering 2 times a month

2 Maintenance by MaliDec to Feb I Maintenance by Mali

March I Watering 4 times a month2 Maintenance by Mali

4 th Year April to March I Watering2 Casualty Replacement (10% of the total plants)3 Maintenance by Mali

2 PLANTATION

Scope

Contractor to furnish all materials, labor and related items necessary to complete the workindicated on drawing and specified herein.

2.1 Materials

Saplings

Saplings/Seedlings shall be well-formed and free from defects such as knots, sun-scaled, windburn, injuries, abrasion or disfigurement. All saplings shall be healthy,sound, free from plant diseases, insect's pests, of their egg and well-developed rootsystems.

No plant will be accepted, if branches are damaged or broken. All the plant materialmust be protected from the sun and weather until planted.

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Any nursery stock shall have been inspected and approved by the Environmlentofficer.

* All saplings will be delivered with legible identification labels.

9 The root system shall be conducive to successful transplantation. While necessary,the root-ball shall be preserved by suitable material. On soils where retention of agood ball is not possible, the roots should be suitably protected in some other way,which should cause any damage to roots.

Topsoil/Good Earth

* Topsoil or good earth shall be a friable loam, typical of cultivated topsoil of thelocality containing at least 2% of decayed organic matter (humus).

* Stored topsoil will be used for plantation at median and also for roadside plantation.Otherwise it could be taken from a well-drained arable site.

It shall be free of subsoil, stones, earth skids, sticks, roots or any other objectionableextraneous matter or debris.

sO It shall contain no toxic material.

No topsoil shall be delivered in a muddy condition.

Manure

Only organic manure will be used for plantation. Composts from municipal solid wastes anddistillery waste may be used. Manure shall be free from extraneous matter, harmful bacteriainsects or chemicals (Subjected to safety norms).

General Condition

Shrubs shall be substantially free from pests and diseases, and shall be materiallyundamaged. Torn or lacerated roots shall be pruned before dispatch. No roots shall besubjected to adverse conditions such as prolonged exposure to drying winds or subjection towater logging, between lifting and delivery.

Supply and Substitution

Upon submission of evidence that certain materials including plant materials are notavailable at time of contract, the contractor shall be permitted to substitute other and plants,with an equitable adjustment of price. All substitutions shall be of the nearest equivalentspecies and variety to the original specified and shall be subjected to the approval of theLandscape Architect. Packaging shall be adequate for the protection of the plants and such asto avoid heating or drying out.

Each specimen of tree and shrub, or each bundle, shall be legibly labeled with the followingparticulars:

* Its name (Both common and Scientific)

0 The name of the supplier, unless otherwise agreed.

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6 The date of dispatch from the nursery.

2.2 Planting

Plants and Shrubs

All saplings should be supplied with adequate protection as approved. After delivery, ifplanting is not to be carried out immediately, balled plants should be placed and the ballcovered with sand to prevent drying out. Bare rooted plants can be heeled in by placing theroots in prepared trench and covering them with earth, which should be watered into, avoidair pockets round the roots. Shrubs shall be planted as suggested by Environment officer.

Digging of Pits

* Tree pits shall be dug a minimum of three weeks prior to backfilling.

* The pits shall be 60 to 90cms in diameter and 90 to 1 20cms deep.

* While digging the pits, the topsoil upto a depth of 30cms may be kept aside, if foundgood (depending upon site conditions), and mixed with the rest of the soil.

* If the soil is normal it shall be mixed with manure.

* The bottom of the pit shall be forked to break up the subsoil.

Back Filling

The soil back filled watered through end gently pressed down, a day previous to planting, tomake sure that it may not further settle down after planting. The soil shall be pressed downfirmly by treading it down, leaving a shallow depression all round for watering.

Planting

* No pits shall be dug until final position has been pegged out for approval.

* Care shall be taken that the plant sapling when planted is not be buried deeper than inthe nursery, or in the pot.

* Planting should not be carried out in waterlogged soil.

* Plant shrubs at the original soil depth; soil marks on the stem is an indication of thisand should be maintained on the finished level, allowing for setting of the soil afterplanting.

All plastic and other imperishable containers should be removed before planting.

* Any broken or damage roots should be cut back to sound for healthy growth.

* The bottom of the planting pit should be covered with 50mm to 75mm of soil.

6 Bare roots should be spread evenly in the planting pit; and small mound in the centerof the pits on which the roots are well aid on and evenly spread.

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Pitmjab State Road Sector Project EMP: GUIDELINES Jtliv 2006

or Soil should be placed around the roots, gently shaking the shrubs to allow the soilparticles to shift into the root system to ensure close contact with all roots and preventair pockets.

* Back fill soil should be firmed as filling proceeds, layer by layer, care being taken toavoid damaging the roots.

Staking

Newly planted shrubs must be held firmly although not rigidly by staking to prevent a pocketforming around the stem and newly formed fibrous roots being broken by mechanical pullingas the tree rocks.

Methods:

The main methods of staking shall be:

(A) A single vertical shake, 900mm longer than the clear stem of the shrubs driven600mm to 900mm into the soil.

(B) Two stakes as above driven firmly on either side of the shrubs with a cross bar towhich the stem is attached. Suitable for bare- rooted or Ball material.

(C) A single stake driven in at an angle at 45 degrees and leaning towards the prevailingwind, the stem just below the lowest branch being attached to the stake. Suitable forsmall bare- rooted or Ball material

(D) For plant material 3m to 4.5m high with a single stem a three- wire adjustable guysystem may be used in exposed situations.

The end of stake should be pointed and the lower I n to I .2rn should be coated with a non-injurious wood preservative allowing at least 150mm above ground level.

Tying

Each shrub should be firmly secured to the stake so as to prevent excessive movement.Abrasion must be avoided by using a buffer, rubber or Hessian, between the shrubs andstake. The shrubs should be secured at a point just below its lowest branch, and also justabove ground level; normally two ties should be used for shrubs. These should be adjustedor replaced to allow for growth.

Watering

The Landscape Contractor should allow for the adequate watering in of all newly plantedtrees and shrubs immediately after planting and during the growing season, keep the plantmaterial well watered.

Mainure/Fertilizer usage

The fertilizers/manure usage should be such that the turn of all the fertilizers comes after,every 15 days from the beginning of the monsoon till the end of winter:

Organic well-rotted dry farm yard manure: 0.05 cum or tussle.

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Punjab State Road Sector Project EMP: GUIDELINES Jiuv, 2006

* 1. Urea 25gm.

* 2. Ammonium sulphate 25gm.

* 3. Potassium sulphate 25gm.

* All shrubs, which are supplied pot grown, shall be well soaked prior to planting.

0 Watering in and subsequent frequent watering of summer planted container- grown plants isessential.

Application of inorganic manure should as for possible be avoided. Form yard manure asbiofertilizer with for better option.

Sltrub Planting in Planter Beds

All areas to be planted with shrubs shall be excavated, trenched to a depth of 750mm,* followed by refilling the excavated earth after breaking clods and mixing with sludge in* ratio 8:1 (8 parts of stacked volume of earth after reduction by 20%: 1 part of stacked

volume of sludge after reduction by 8%.)

For planting shrubs and ground cover shrubs in planters, good earth shall be mixed withsludge in the proportion as above and filled in planters.

* Positions of planters should be marked out in accordance with the architectural drawing.

3 GRASS TURFING

* The specifications for grass turfing are to be referred from 'specifications for Roads and* Bridge works' by MOST, Section300, Clauses 307.1, 307.2, 307.3.

0 Preparation of Ground

* During period prior to planting, the ground shall be maintained free from weeds. Grading and* preparation of the area shall be completed at least three weeks prior to the actual sowing.

Regular watering shall be continued until sowing by dividing the area into portions of* approximately 5 m squares by constructing small bLinds to retain water. These 'bunds' shall* be leveled just prior to sowing of grass plants; it shall be ensured that the soil has completely

settled.

Soil

The soil itself shall be ensured to the satisfaction of Landscape Architect to be a good-Fibrous loam, rich in humus.

* Sowing the grass roots

Grass roots (cynodon dactylon or a local genus approved by the Landscape Architect) shall* be obtained from a grass patch, seen and approved before hand.

The grass roots stock received at site may be stored and shall be manually cleared of all0 weeds with water sprayed over areas.

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Pui?jab State Road Sector Project EMP: GUIDELINES Jilv 2006

Small roots shall be dibbled about 5 cm apart into the prepared grounds. Grass will only beaccepted as reaching practical completion when germination has proved satisfactory and allweeds have been removed.

Maintenance

As soon as the grass is approximately a 3 cm high it shall be rolled with a light wooden roller- in fine, dry weather - and when it has grown to 5 to 8 cms, above to the ground weeds mustbe removed and regular cutting with the scythe and rolling must begun. A top-dressing of anounce of guano to the square yard or well decomposed well broken sludge manure shall beapplied. When the grass is sufficiently secure in the ground to bear the moving machine, theblades must be raised an inch above the normal level for the first two or three cuttings. Thatis to say, the grass should be cut so that it is from 4 to 5 cms in length, instead of the 3 cmnecessary for mature grass.

In the absence of the rain, during the monsoon, the lawn shall be watered every ten daysheavily, soaking the soil through to a depth of at least 20 cms.

Damage failure or dying back of grass due to back neglect of watering especially for seeding0out normal season shall be the responsibility of the contractor. Any shrinkage below thespecified levels during the contract or defect liability period shall be rectified at thecontractor's expanse. The contractor is to exercise care in the use of rotary cultivator andmoving machines to reduce to a minimum the hazards of flying stones and brickbats. Allrotary mowing machines are to be fitted with safety guards.

Rolling

A light roller shall be used periodically, taking care that the area is not too wet and sodden.

Edging

These shall be kept neat and must be cut regularly with the edging shears.

Manuring / Fertilizer use

The area shall be fed once in a month with liquid manure prepared by dissolving 45 grils ofammonium sulphate in 5 litres of water.

Watering

Water shall be applied at least once in three days during dry weather. Watering wheneverdone should be thorough and should wet the soil at least up to a depth of 20 cms.

Weeding

Prior to regular mowing the contractor shall carefully remove rank and unsightly weeds.

Maintenance

The Contractor shall maintain all planted areas within contract boundaries for the entirecontract period (for one year until the area is handed over in whole or in phases).Maintenance shall include replacement of dead plants, watering, weeding, cultivating, control

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of insects, fungus and other diseases by means of spraying with an approved insecticide orfungicide, pruning, and other horticulture operations necessary for proper growth of theplants and for keeping the landscape sub-contract area neat in appearance.

Pruning and Repairs

Upon completion of planting work of the sub-contract (for plantation) all trees should bepruned and all injuries repaired where necessary. The amount of pruning shall be limited tothe necessary to remove dead or injured twigs and branches and to compensate for the loss ofroots and the result of the transplanting operations. Pruning shall be done in such a manner asnot to change the natural habit or special shape of trees.

Nursery Stack

Planting should be carried out as soon as possible after reaching the site. Where plantingmust be necessity he delayed, care should be taken to project the plants form pilfering ordamage from people animals. Plants with bare-roots should be heeled- in as soon as receivedor otherwise protected from drying out and others set closely together and protected from thewind. If planting is to be delayed for more than a week, packaged plants should be unpacked,the bundles opened up and each group of plants heeled in separately and clearly labeled. Iffor any reason the surface of the roots becomes dry the roots should be thoroughly soakedbefore planting.

4. COMPLETION

On completion, the ground shall be formed over and left tidy.

Special Conditions and Particular Specifications:

1. Wherever applicable, work shall be done according to C.P.W.D. specifications

2. At the time of invitation of tender.

3. Water shall be made available, near the tube well at one point. Contractors shall maketheir own arrangement for drawing water from there. Water charges as per the valueof work done shall be deducted from the contractors Bills.

4. If electricity is required for the works, the same shall be made available at one pointwithin the site of works, for which recovery at the prevailing rate per Linit shall bededucted from the contractors' bill.

5. The work mentioned in the schedule of Quantities include grassing as well as plantingof trees and shrubs. 'Contractors' quoted rates shall include execution of these worksat different levels. No extra cost shall be paid for any item, for working at theselevels.

6. The Contractor shall provide all facilities to subcontractor (plantation) / EnvironmentOfficer / or his authorized representatives to make frequent inspection of their

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Nursery and ascertain the process / quality of various categories of trees/plants etc.,grown by them.

7. The safe custody and up-keep of various categories of plants brought to site is thesole responsibility of the contractor and he shall employ sufficient supervisorypersonnel to ensure the safety of these items.

8. The site of work may be handed over to the contractors for execution of work inphases, as soon as the same are available. Nothing extra shall be payable for suchphased execution of work.

9. While excavating / executing the work the contractors shall ensure that existingcables / pipe lines / structures / fittings are not damaged.

10. The Contractor shall co-ordinate his work with other agencies employed by theClients and ensures that the work of other agencies is not hampered in any wayduring the duration of contract.

11. The Contractor shall keep the site of works neat and clean during the execution of thework. Any debris found at or near the site of work shall be rescued immediately asand when so required by the Contractor.

12. On completion of the work, the site of work shall be thoroughly cleaned and all debrisremoved before the work is handed over satisfactorily.

13. The Contractors shall, without any additional charge to the clients, renew or replaceany dead or defective plants/grass and shall fully maintain the whole landscape for aperiod of 12 months after the certified date of completion.

14. Shrubs/small tree shall be of minimum length straight and symmetrical with a crownand having a persistent main stem. The size of crown shall be in good over allproportion to the height of the tree.

15. Small trees and shrubs shall be well formed with the crown typical of the species orvariety.

16. General Requirements of Plants:

Plants shall be typical of their species and variety, well-developed branches,and well foliated with fibrous root system. Plants shall be free from defectsand injuries. Plants shall not be pruned before planting.

Plants shall be free from defects and injuries.

Plants shall not be pruned before planting.

Plants shall not be freshly dug and nursery grown.

Nursery grown plants shall have been at least once transplanted.

Bark shall be free from abrasion.


Pi7mjab State Road Sector Project EMP: GUIDELINES JuYv 2006

All trees, soon after planting, shall be properly supported with bamboo stocksto ensure their safety against winds or any other factor, which may affect itadversely.

5. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTILIZERS

Earth: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum,shingles, rocks, stones, building rubbish and any other foreign matter. The earth shall be freefrom clods or lumps of sizes bigger than 50mm in any direction. It shall have pH rangingbetween 6.5 to 7.5.

Manure: Manure shall be of well decayed organic matter obtained in dry state from theMunicipal dump or other similar source approved by the Project Engineer. The manure shallbe free from earth, stone or other extraneous matter. Manure shall be supplied, at site wellscreened.

Fertilizers: If the soil tests indicate pH value not as per the above specification namelybetween '6.5 to 7.5', following measures need to be taken.

If pH exceeds 7.5, aluminium sulphate or equivalent fertilizer should be added at therate of 1 kg per cubic metre to lower the pH by one full point.

If pH is below 6.5, add ground limestone or equivalent fertilizer at the rate of 1 kg percubic metre to raise pH by one full point.

I Olutme 5B Page /0 of 10

Phyab State Road Sector Project EMP: GUIDELIANES J1Al, 2006

GUIDELINE 11: QUARRY MATERIALS

The Contractor will finalize the locations from the list given by DPR Consultant's for procuringmaterials. The Contractor shall establish a new quarry only with the prior consent of the CMU onlyin cases when: (i) Lead from existing quarries is uneconomical and (ii) Alternative material sourcesare not available. The Contractor shall prepare a Redevelopment Plan for the quarry site and get itapproved by the CMU.

The construction schedule and operations plans to be submitted to the CMU prior to commencementof work shall contain a detailed work plan for procuring materials that includes procurement,transportation and storage of quarry materials.

Operation & redevelopment plan (if a new quarry is opened).....

* Photograph of the quarry site prior to commencement

* The quarry boundaries as well as location of the materials deposits, working equipments,stockpiling, access roads and final shape of the pit.

* Drainage and erosion control measures at site.

* Safety Measures during quarry operation.

* Design for redevelopment of exhaust site.

Option-A: Revegetating the quarry to merge with surrounding landscape: This is done byconserving and reapplying the topsoil for the vegetative growth.

Option-B: Developing exhausted quarries as water bodies: The pit shall be reshaped anddeveloped into pond, for harvesting rainwater. This option shall only be considered where thelocation of quarry is at the lowest point, i.e. surrounding areas/natural drainage slopes towardsit.

CONSTRUCTION STAGE

Development of site: To minimize the adverse impact during excavation of material followingmeasures are need to be undertaken:

i) Adequate drainage system shall be provided to prevent the flooding of the excavated area

ii) At the stockpiling locations, the Contractor shall construct sediment barriers to prevent theerosion of excavated material due to runoff

iii) Construction of offices, laboratory, workshop and rest places shall be done in the up-wind ofthe plant to minimize the adverse impact due to dust and noise.

iv) The access road to the plant shall be constructed taking into consideration location of unitsand also slope of the ground to regulate the vehicle movement within the plant.

v) Incase of storage of blasting material, all precautions shall be taken as per The ExplosiveRules, 1983.

Volunie 5B Page I of2

Punjab State Road Sector Project EMP: GUIDELINES Juli 2006

Quarry operations including safety:

i) Overburden shall be removed and disposed inline with Guidelines of Disposal Managementgiving in Annexure-4

ii) During excavation, slopes shall be flatter than 20 degrees to prevent their sliding. Incaseswhere quarry strata are good and where chances of sliding are less this restriction can beignored.

iii) Incase of blasting, procedure and safety measures shall be taken as per The Explosive Rules,1983

iv) The contractor shall ensure that all workers related safety measures shall be done as perguidelines for Workers and Safety attached as Annexure-8

v) The Contractor shall ensure maintenance of crushers regularly as per manufacturer'srecommendation.

Topsoil will be excavated and preserved during transportation of the material measures shall betaken to minimize the generation of dust and prevent accidents.

The CMU and the Technical Examiner shall review the quarry site for the management measuresduring quarry operation, including the compliance to pollution norms.

POST CONSTRUCTION STAGE

The Contractor shall restore all haul roads constructed for transporting the material from the quarriesto construction site to their original state.

The CMU and the Technical Examiner shall be entrusted the responsibility of reviewing the quarrysite for the progress of implementation of Redevelopment Plan. These shall include the followingtwo cases;

Redevelopment of quarries opened by the Contractor for the project

Redevelopment of existing quarries operated by other agencies

In the first case, the Contractor shall be responsible for the Redevelopment Plan prior to completionalter five years, during the defect liability period. The CMU shall be responsible for reviewing thiscase of redevelopment prior to the issuing the defect liability certificate.

In the second case, the redevelopment of exhaust quarry shall be the responsibility of the agencyproviding the permit to ensure the implementation of Redevelopment Plan.

l olume 5B Page 2 of '

Ponjab State Road Sector Project EMP: GUIDELINES JulY 2006

GUIDELINE 12: STORAGE, HANDLING, USE AND EMERGENCY RESPONSE FORHAZARDOUS CHEMICALS

Al. REFUELING/MAINTENANCE PROCEDURE

Truck or suitable containers will bring in all fuel and fluids. There will be no storageof fuel, oil or fluids within l00m (or 50m) of the permanent water line.

Prior to re-fueling or maintenance, drip pans and containment pans will be placedunder the equipment. Absorbent blankets may also be required to be placed under theequipment and hoses where there is a possibility of spillage to occur.

All used oils or fluids will be properly contained and transported to appropriatelylicensed (authorized) disposal facilities;

* Following re-fueling and maintenance, the absorbent blankets (if any) and spill panswill be picked up and the fuel truck or container moved outside of the l 00m (or 50m)wide area.

Emergency Spill Procedure

Should a spill occur, either though spillage or equipment failure, the applicable emergencyspill procedure outlined in sections A-2 to A-4 must followed.

A2. SPILL PROCEDURE (INSIDE THE STREAM)

In the case of a spill, overflow or release fluid into the stream waterway (whether water isflowing during the spill or not), do what is practical and safely possible to control thesituation, then get help.

Stop the flow

o Stop the release into the stream waterway

o Shutdown equipment

o Close valves and pumps

o Plug hoses

Remove Ignition Sources

o Shut off vehicles and other engines

o Do not allow tiger torches, vehicles, smoking or other sources of ignition nearthe area. Keep a fire extinguisher on hand but keep it a safe distance awayfrom the potential ignition source (if a fire starts, the extinguisher must beeasily accessible).

V'olume 5B Page I of 4

Puonjab State Road Sector Project EMP: GUIDELINES JuAll 2006

Contract the environmental Officer and initiate Emergency Response

o Notify the site supervisor and the Contractor's Environmental Officer as soonas possible

o The Environmental Officer will review the situationi and decide if EmergencyServices like Fire Brigade are required

o Appropriate parties to be notified ofthe spill are

* The contractor's Project Manager

The Engineer through his designated Environmental Officer

The Client

* Regulatory Agencies like Pollution Control Board, MunicipalAuthorities, as applicable.

a Site Safety Officer

* Cleanup and Disposal

0 a Emergency Services will be engaged for the containment, cleanup anddisposal of contamination release into the environment

* Reporting

o The contractor's Environmental Officer will document the event and submitreports to the Engineer, the Client and appropriate regulatory agencies like thePollution Control Board (s).

Procedure Review

o The Engineer will review the report, determine if changes are required toprocedures and recommend implementation of all required changes....

A3. SPILL PROCEDURE (ON LAND)

In the case of a spill, overflow or release fluid onto land, do what is practical and safetypossible to control the situation, then get help.

Stop the flow

o Stop the release into the water body

o Shut down equipment


a Plug hoses



T olume 5B Page 2 of 4

Pwinyab State Road Sector Project EMP: GUIDELINES Ju/v 2006

o Do not allow tiger torches, vehicles, smoking or other sources of ignition nearthe area. Keep a fire extinguisher on hand but keep it a safe distance awayfrom the potential ignition sources (if a fire starts the extinguisher must beeasily accessible).

Contain the Spill

o Dike around the spill to contain the material

o Spread absorbent or place a spill blanket on the spill

o Enlist the help of personnel on site

o Notify your supervisor as soon as possible

Notification

o Appropriate parties to be notified of the spill are:

* The Contractor's Project Manager


The Client

* Regulatory Agencies like Pollution Control Board, MunicipalAuthorities, as applicable

* Site Safety Coordinator

Cleanup and Disposal

o The Engineer's Environmental Officer will ensure that a proper cleanup anddisposal method is determined.

Reporting

o The Contractor's Environmental Officer will document the event and submitreports to the Engineer, the Client and appropriate regulatory agencies like thePollution Control Board (s).

Procedure Review

o The Engineer will review the report, determine if changes are required toprocedures are recommend implementation of all required changes.

A4. SPILL PROCEDURE (WITHIN PONDS)

In the case of a spill, overflow or release fluid due to equipment or hose failure, do what ispractical and safely possible to control the situation, then get help

Stop the flow

o Stop the release

o Shut down equipment

Iol/ume 5B Page 3 of 4

Puinjab State Road Sector Project EMP: GUIDELINES Ji,li, 2006


o Plug hoses



o Do not allow tiger torches, vehicles, smoking or other sources of ignition nearthe area. Keep a fire extinguisher on hand but keep it a safe distance awayfrom the potential ignition sources (if a fire starts the extinguisher must beeasily accessible).

Contain the Spill

o Stop any pumps that may be moving the water from the area where the spilloccurred

o Enlist the help of personnel on site

o Notify your supervisor as soon as possible

Notification

o Appropriate parties to be notified or the spill are:

* The Contractor's Project Manager


* The Client

* Regulatory Agencies like Pollution Control Board, MunicipalAuthorities, as applicable

* Site Safety Coordinator

Cleanup and Disposal

o The Engineer's Environmental Officer will ensure that a proper cleanup anddisposal method is determined. Absorbent pads will soak up the spilledmaterial. The pads will be contained and removed from site for disposal at alicensed (authorized) facility.

Reporting

o The Contractor's Environmental Officer will document the event and submitreports to the Engineer, the Client and appropriate regulatory agencies like thePollution Control Board (s)

Procedure Review

o The Engineer will review the report, determine if changes are required toprocedures ad recommend implementation of all required changes.

Iolunie 5B Page 4 of4

LIST OF FORMA TS FOR MONITORING* *p

P1 I f n s S c* P1: Identification of Disposal Site Locationsl0 PI: Identification of Disposal Site Locationsl P2: Setting-Up Construction Camp And Storage Area

P3: Establishment of Borrow Areas* P4: Establishment of Hot Mix Plant / Batch Mix Plant* P5: Road Safety Reporting Formats* P6: Temporary Acquisition of Land Reporting By Contractor tol CMU (PRBDB)l P7: Pollution Monitoring

P8: Tree cutting/Stump Removal* P9: Identification of Source of Water For Construction* Cl: Details of Earthwork* C2: Details of Hot Mix Plantl C3: Details of Land Fill Operationsl C4: Details of Machinery In Operation

C5: Redevelopment of Borrow AreasC6: Safety Check List

* C7: Accident Report* C8: Pollution Monitoringl C9: Enhancement Measures

CI0: Restoration of Construction Sites

* 01: Pollution Monitoring* 02: Cleaning of Culvert Openings And Longitudinal Drains0l Cmu 1: Format For Keeping Records of Consent Obtained By

ContractorCmu 2: Checklist of Environmental InsepctionCmu 3: Summary Sheet

0

Pvtiab State Road Sector Project EMP: ENI'IRONMENTAL MIONITORING FORMA4TS JWlY 2006

PI: IDENTIFICATION OF DISPOSAL SITE LOCATIONS

* (To be filled by the Contractor)

Name of Corridor

* Link No.o

* ((Give chainages and nearest settlements from both ends)

Si. No. Criteria on which information for each site is to be collected S1te Site Site Site

*1 Existing Land Use

2 Area covered (in2 )

3 3 Total Material that can be dumped within the site (mi3)

4 Depth to which dumping is feasible (m)

5 Distance of nearest watercourse (m)

6 Nearest Settlement (m)

7 Date/s of Community Consultation/s

8 Whtether the community is agreeable to siting of dumping site (Y/N)

9 Datc of Permission from Villager/local community

* 10 Proposed future use ofthe Site

11 Selected Site (tick any one column only)

Enclosures (Tick as appropriate)

j . Map of-each location

2. Photographs

* a. Each Disposal location

b. Each community consultation

3. Photo copy of Agreement

Remark

*Stubmitted Checked Approved

Sign ature ................. Signature Siguature

0 Name ................. . Name .................... ...... Name

Designation ..............

* Contractor Environmental Engineer. Executive Engincer PWDConstruction Supervision Consultant

-00

V Poluime SB Page / 0129

00

Putnjab State Road Sector Project EMP: ENI 'IRONMENTAL MONITORING FORMA TS JulY 2006

P2: SETTING-UP CONSTRUTCTION CAMP AND STORAGE AREA

(To be filled by the Contractor)

Name of Corridor

Link No.

Construction Stage Report: Date Month Year_

(Site Layout of Construction camp and working drawings of dwelling units with allied facilities to be attached with format)

Format to be submitted before target date of establishing camps

Location of Camp

SI. No. Item UJnit Details Remaris by Cn IIif anv

I..1. Detail of item camp

a. Size of Camp m x m

b. Area of Camp Sq.m

c. Distance from Nearest Settlement

d. Type/Size/Capacity/ presentDistance from Nearest Water Source Use/Ownership

- Date of camp being operational dd/mm/yy

Present land use

No of trees with girth > 0.3m.

e. Details of Storage area (Availability of impervious Mxmsurfacc)

f. Availability of separate waste disposal from Cumstorage area

2. Details of toposoil stacking

a. Quantity of top soil removed sq.m

b. Detail ofstorage oftopsoil Describe stackingarrangement

3. Details of workforce

a. Total No of Labourers Nos

b Total no of Male Workers Nosc. No of Male Workers below 18 years of ago Nos

d. Total No of Female Workers Nos

e. No of Female workers below 18 years of ago Nos

f. No of children Nos4. Details of dwelling units

a. No of dwellings/huts Nos

b. Minimum Size of Dwelling Mxmc. No. of openings per dwelling Nos

d. Minimum size of opening Mxm

e. Walls specifications

f. Roofing specificationsg. Flooring specifications

h. Drinkiig Water Tank specificationsi. Capacity of Drinking water Tank Cum. Size of Drinking Water Tank Mxm

Tolume SB Page 2 of29

Punjab State Road Sector Project EMP: ENI'IRONMENTAL MONITORI,VG FORMAATS Jula 2006

Si. No. Item tUnit Details Remarks by C.M1U* ifanyk. Total no of WC Nos

1. No of Wcs for female workers Nosin. Milimumll Size ofWC Mxm

n. Total No of Bathrooms for female wvorkers Nos

a. Size of septic tank for WC/Baths Mxmp. Capacity of Water Tank for WCs/ Bathrooms and

general purpose

q. Fencing around camp Y/N

5 Details of facilities

a. Availability of secunty guard 24 hrs a day Yes/Nob. Details of First Aid Facility Yes/No

c. Availability of Dav Care Centre Yes/No1 d. Availability of dust bins (capacity 60 Itr) Nos

Rcmark

Submitted Checked Approved

Signature ................ Signature .................... Signature

Name .................. Name .................... ...... Name

Dcsignation ..............

Contractor Environmental Engineer. Executive Engineer CMUConstruction Supervision Consultant


Punjab State Road Sector Project EMIP: ENVIRONMENTAL MIONITORING FORMATS July 2006

P3: ESTABLISIIMENT OF BORROW' AREAS(To be Submitted by Contractor for taking consent for opening of Borrow area)

Name of Corridor

Link No.

Location Land UselalQuantity Distance from Distance from Approved

Si Name c han aul Area of Type of nearest ater neart No. of Trees to by EO RemarkNo. of Chiae (LHS I road (in) Available Mlaterial Course (mn) Settlement Before After be Affected bY EORear

V'illage (kin) RIIS) length Mtaterial(IN

Attach Photograph of Proposed Site, Location Map, Agreement

Rehabilitation Plan Mleasures

Location 1:

Location 2:

Remarks

Submitted Checked ApprovedSignature ................ Signature Signature .............Name ................ Name Name ................Designation........

Contractor Environmental Engineer. Executive Engineer CMUConstruction Supervision Consultant

I'olutme 5B Page 4 of29

Punjab State Road Sector Project EMlP: ENVIRONM ENTA L MfONITORING FORMArA TS July 2006

P4: ESTABLISHMENT OF 1OT 1IIX PLANT / BATCH MIX PLANT

(To he Submitted by Contractor for taking permission fi-om CM1T)

Name of Corridor

Link No._

Location

SN Area Distance from Distance from Existing Prevalent \\'cather in Down Approved byNo. Nameof Chainage Side Haul road (2) nearest WVater nearest Land Wind \Vind Direction EO (Yes by RemarksVillage (km) (LHS / RIIS) le(ng)th Course (m) Settlement Use Direction (Y/N)

1. Attach Photograph of Proposed Site

Remark

Submitted Checked ApprovedSignature ................ Signature Signature .............Name ................ Name Name ................Designation........

Contractor Environmental Engineer. Construction Supervision Consultant Executive Engineer CMU

V`olume 5B Pasge 5 of29

Pumiyab State Road Sector Project EMP: ENI IRONMENTAL MONITORIVG FORhMATS Jitlv 2006

P5: ROAD SAFETY REPORTING FORNIATSName of Corridor

Link No.

One time reporting before commencement of construction in the Construction ZoneSketch of constrmction zone showing all sub zones and location of signs, etc. to be attached with format(Reporting by Contractor to CMU)

Format on Acquisition of Temporary diversions to be attached with formatConstruction stage: Monthly Report - Date ......... Month .........Year.............DIVERSION NO. - Location (km -)

Si. No. Item lUnit Compliance RemarksDetails of Construction Zone

I. Length of Construction Zone km2. Distance between this and next construction zone kim3. Lengthi of transition sub zone (should be min 50 for a speed of 50

km/hr)

4. Lengthl of work sub zone in urban stretch (should be <2 kin) km5. Length of work sub zone in rural stretch (5-10 km) kin6. Distance between two work sub zones

Signage's in Construction Zones

1. Sign saying 'Men at Work' I km ahead oftransition sub zone YIN2. Supplementary sign saying diversion I km provided Y/N3. Sign saying 'Road Closed ahead' provided Y/N4. Compulsory Right Turn / Left sign provided Y/N5. Detour sign placed

6. Sharp deviation sign placed at end of advance warning sub zone Y/NSignage in Transition Sub Work Zone

I. Signage saying 'Keep Right / Left' provided Y/N2. Delineators placed along length of transition Y/N

Signage in work sub zone

1. Hazard Marker placed where railing for CD structure on YINdiversion starts

2. Barricade on either side of work sub zone YINSignage in Termination sub zone

I. Sign For indication of end of work zone 120 m from end of YINtermination sub zone

Road Delineator1. Roadway indicators provided

2. Hazard Makers provided3. Object Makers Provided

Rtemark|

Submitted Checked ApprovedSignature ................ Signatire .................... SigiatuireName ................. Name .................... ...... Name[)esignation........Contractor Environmental Engineer. Executive Engineer CMU

Construction Supervision Consultant

DVolume 5B Page 6 'f29

Punjab State Road Sector Project EMP: ENVIRONMENTAL MONITORING FORMATS Juily, 2006

P6: ARRANGEMENT FOR TEMPORARY LANDReporting by Contractor to CMNI (PRBDB)

Name of Corridor

Link No._

Construction stage: quarterly Report - Date: Month Year

(Site Layout of all locations to be attached with format)

t Target date Location Existing Dist. Site Remarks

1. Borrow Areas=

2. Workeers Camps

BPI-

4. Site for Hot Mix Plant=

Remarks

Submitted Check.d Approvld

Signature ................. Signature ...................... Signature ...........

Name ................ Name .................... Name

Designai n a..........

Contractor Environmental Engineer. Construction Supervision Consultant Executive Engineer CMU

Rlolu)ne 5B Page 7 if 29

Punjab State Road Sector Project EMP: ENVIRONAMENTAL MONITORING FORAIA TS July 2006

P7: POLLUTION MONITORING

Name of Corridor

Link No._

Construction Stage: Report - Date: Month Year r

Mitigation measures suggested in last report complied or Not...............................................................................................................

If not reasons thereof ....................................................... ..................................... ...............................................................

(Location at which monitoring to be conducted as per EMIP)

S. Chainag Details of Duration of Instruments Completion Standards Results Reasons for Mitigation Type of area RemarksNo. e (km) locations monitoring used exceeding Mleasures (Residential!

standards suggested Industrial!/Commercial)

1. Air MIonitoring

SPM SPMRSPM RSPM

HC HC

sox

sOx NOxNOx

2. Water Monitoring

pH pHTS TSS,iTDS TDS

Turbidity Turbidity

Hardness HardnessColiform ColiformBOD BOD

COD COD

Oil & Grease Oil & Grease

3. Soil Monitoring

|pH jpH __ -

Volumne 5B Page 8 of29

Punjab Stale Road Sector Project EMP: ENVIRONMENTAL MIONITORING FORAM TS July 2006

S. Chainag Details of Duration of Instruments Completion Standards Results Reasons for Mlitigation Type of area RemarksNo. e (km) locations monitoring used exceeding Mleasures (Residential I

standards suggested Industrial /Commercial)

Organic Matter Organic Matter

Alkalinity Alkalinity

Conductivity Conductivity

Water holding Water holdingcapacity capacity

Pb Pb

4. Noise Monitoring

L day equivalent L day equ-salent

L night equ-valent L night equivalent

L equ,valent , equivalent

Remark


Signature ................ .. Signature Signature .............

Name .................... Name .................... ...... Name ................

Designation........

Contractor Environmental Engineer. Executive Engineer (CMU)Construction Supervision Consultant

Voluime SB Page 9 of29

Pnrnjab State Road Sector Project EMP: ENI 'IRONMENTALI MONITORI,VG FOR! IA TS Jidv 2006

P8: Tree cutting/Stump Removal

Name of the Road:

Date: Month Year_Girth Dry / Average RemnarsSI. No. Section Distance Identification Species (cm) Green Height

(Krn) from edge Numiber Locl Btanca (ig)

of Marked in Local BoNtaaniceal (m)

existing FieldNan

road

0e

Remark

Stibmitted Checked Approved(

Signature .................. Signature ...................... Signature

Name .................. . Name ...................... .... Name


Contractor Environmnental Engineer. Executive Engineer (CMU)Construction Supervision Consultant

I lOlume SB Page 10 of '9

Punjab State Road Sector Project EMP: ENlIRONMENTAL MONITORING FORMATS Jo/h 2006

P9: IDENTIFICATION OF SOUJRCE OF WATER FOR CONSTRUCTION

Name of Corridor

Link No._

Construction Stage: Monthly Report - Date. Month ............ Year

S. No. Source (Name) Location /Ch. Distance from Road Permission Required Remarks

Remark


Si,nature ................ . Signature Signature ...............

Naime ...................... Name ........................ Nae........ ..................

Dcsignation..........


I olusne 5B Page 11 of299

Punjab State Road Sector Project EMP: ENI 'IRONMENT.4L MONITORING FORM.4 TS J,/i 2006

Cl: DETAILS OF EARTIIWORI(


Name of Corridor

Link No.

Monthly Report for Each Borrow Area under use

Rcporting MonthDalte of Submission ............

Location of Borrow Area under use

Name of Village Chainage (km) Side (LIIS / RHS) llaul road length (m)

0 11

(Show on a Sketch Plan clearly indicating distance and approach roads)

2. Details of Borrow Areas

2.1 Capacity of the Borrow Area

2.2 Pcrcentage of the capacity exhausted

2.3 Total quality of the Earth Excavated (in cum)

2.4 Quantity of Top Soil removed from the Borrow Areas

2.5 Location of Top Soil stored removed

2.6 Quantity of Top Soil stored at the beginning of the month

2.7 Quantity of Top Soil utilized at the end of the month

2.8 Location (s) where Top Soil has been utilized(Specify on a location plan)

2.9 Qaantity of earthwork excavation from existing road

2.10 Total quantity of earthwork reused in cum. (5%)

2.11 Location disposal (if other than sites)(Specify clearly on a location plan)

2.12 Quantity of earthwork re-used in fill operation

2.13 Location of borrow areas in disuse / exhausted

Outline a rehabilitationi plan for each of the exhausted borrow areas

2.14 with special reference to Erosion Protection Measures. Also, suibmitat separate detailed rehabilitation plan for exhausted borrow areas forapproval supported adequately with layouts, plans and drawings.

|Remark

Submitted Checked Approvedl

Signature ................ Signature .................... SigilatureName .................. Name .................... ...... NameD)esignation.......



Pun7jab State Road Sector Project EMP: ENI'IRONMENTAL MONITORING FORWMTS Jrly 2006

C2: DETAILS OF 1OT MIX PLAN T


Name of Corridor

Link No.

Monthly Report for Each Hot Mix Plant

Reporting Month.........................

Date of Submission.......................

1. Environment Features of the surrounding area

1. Nanme and location of Hot Mix Plant(w.r.t. PWD km ch.)

1.2 Wind direction ._,

1.3 Name (s), distance population and type ofsettlements in a 1.5 km radius of site.

2. Draw Sketch Plan of HMP clearly indicating distance and approach roads.

3. Details of HMP and Mitigation M1easures taken

3.1 Installed Capacity

3.2 Average Utilization

3.3 Make

3.4 Model

3.5 Last Serviced

4. Explain Air Pollution Control Measures taken at the HMP site

5. Explain Noise Pollution Control Measures taken at the HMP site

01* Remark


Signature ................ Signature .................... Signature ............Name .................... Name .................... ..... Name ................



V'olume 5B Page 13 of29

Pvnjab State Road Sector Project EMP: ENI'IRONMENTAL MONITORIVG FORAI4 TS Jli 2'006

C3: DETAILS OF LAND FILL OPERATIONS


Name of Corridor

Link No.

Monthly Report for Each Contract Package

Reporting Month.........................

Date of Submission .....................

1. Environment Features of the surrounding area

1.1 Location of each land fill site (Provide sketch Name of Cliainage Side llatil roadMap bclow) Villkge (km) (LTISIRHS) length (in)

I

1.2 Capacity of each land fill site

1.3 Safety measure taken at land fill site (s)

2.

4.

5.

Remark

Submitted Checked ApprovedSignature ................ Signature .................... SiginatireName ................ .... Name .................... ...... NameD)esignation ..............


I olurne 5B Page 14 of 29

Pzinyab State Road Sector Project EMP: ENI 'IRONAIENTAL MONITORING FORMIATS July 2006

C4: DETAILS OF NIACHINERY IN OPERATION


Name of Corridor

Link No.

Monthly Report tor Each Contract Package

Reporting Month.....................

Date of Submission ......................

(Attach copy of l'PCB emission control certificate every 3 months)

1. Details of Machinery Operation

1.1 Total machinery in operation (Nos.)

1.2 Number of pavers

1.3 Number of rollers

1.4 Number of excavators

1.5 Nunber of graders Nos.

1.6 Number of dumpers Nos.

1.7 No. of workshops with repairs facility (furnish Workshop on Facilitylocation and type of facility provided) Location Provided

1.8 Number ofvehicles in repair at each location

1.9 Nuimber of oil interceptor provided in each1 repair /fuelling site

I .10 Total quantity of oil and wastes recovered in each Oil waste Liters, lig.interceptor during last month.

1.11 Details of waste disposal. (Whether Sold/ Disposed)

Remark

Submitted Checked ApprovedSignature ............... Signature .................... SignatureName ................. Name .................... ...... NameDesignation ..............


0-t"oluneS5B

Page/S5 of 29

Punjab State Road Sector- Project EMP: ENVIRONAIENT4L AMONITORING FORMIA TS July 2006

CS: Redevelopment of Borrow Areas(To be filled by the Contractor)

Name of Corridor

Link No._

Construction stage: Monthly Report - Date: Month Year

Drawing for Redevelopment to be attached for each Borrow Area, (photographs of sites before use & after rehabilitation to be attached)

Borrow Area Location

Si. Borrow Side Area Haul road Land Rehabilitation Date of approval of Date of landing Re kNo. Area No. Nameof Chainage (LHS /length use Measures Rehabilitation Over to Owner Rmak

V'illage (kmn) RHS) (M) in

Remark


Signature ............... Signature Signature .............

Name ................... Name ...................... ......... Name ................



Volume 5B Page 16 f(29

Ponyab State Road Sector Project EMP: ENI 'IRONMENTAL MONITORlVG FORMA TS Juht 2006

C6: SAFETY CHECK LIST(To be filled by the Contractor)

I Contract No.

2 Name of Contractor

3 Representation

4 Name of Safety Officer5 Date of Inspection

Location I ............... Location 2 ................ Location 3 ..............Adequate at time of Inspection Location I Location 2 Location 3 RemarkNeeds Improvement A B C A B C A B C

* Nceds Immediate Attention

General

* House keeping

Stacking of Material

* Passageway* Lighting

Ventilation

* Others

Electrical

Switches

Wirings

Fixed Installation -

Portable Lighting

* Portable Tool -_-

* Welding Machine -

Others

* Fi-e Prevention

Fhie Fighting Appliance

Dangerous Goods Store

Gals Welding Cylinders

Others

Others

Dust Control

* Noise Control

First Aid Equipment

* Washing Facility

Latrine

Canteen

Provision of Personal Protective* Helmet

EN e Protector

Ear Protector

* Respirator

Safety Shoes

Safety Belts

Others

0* Remark

0 Stubmitted Checked ApprovedSignature ................. Signature .................... SigniatureName ...................... Name ............................... NameDesignation.........Contractor Environmental engineer. Executive Enginieer (CMU)

* Construction Stupervisioni Consultanit

Volume 5B Page 17of29

0

Pmtijab State Road Sector Project lEAIP: ENI'IRONMENTAL MIONITORINVG FORAIATS Jul1 2006

C7: ACCIDENT REPORT(To be completed on Occurrence of Injury by the Safety Officer)

Ty pe ofAccident

DOI ( ) Fall of person from a height DI] ( ) Explosion

D02 ( ) Slip, trip or fall on same level D12 ( ) Fire

D03 ( ) Strck against fixed objects D13 ( ) Contact with hot or corrosive substances

D0)4 ( ) Struck by flying or falling objects D14 ( ) Contact with poisonous gas or toxic substances

D05 ( ) Strck by moving objects D15 ( ) Contact with electric current

D06 ( ) Strck / caught by cable D16 ( ) Hand tool accident

D07 ( ) Stepping on hail etc. D17 ( ) Vehicle / Mobile plant accident

D0)8 ( ) Handling without machinery D18 ( ) Machinery operation accident

D('9 ( ) Crushing / burying D19 ( ) Other (please specify)

D 10 ( ) Drowning or asphyxiation -

Agent Involved in Accident

EO) I ( ) Machinery ElIl ( ) Excavation / underground working

E02 ( ) Portable power appliance E12 ( ) Floor, ground, stairs or any working, surface

E03 ( ) Vehicle or associated equipment / E13 ( ) Laddermachinery

E04 ( ) Material being handled, used or stored E14 ( ) Scaffolding/gondola

E05 ( ) Gas, vpour, dust, fume or oxygen E15 ( ) Construction formlwork, shuttering and falsework

E06 ( ) Hand tools E16 ( ) Electricity supply cable, wiring switchboard andassociated equipment

E07 ( ) Floor edge E 17 ( ) Nail, sllnter or chipping

E08 ( ) Floor opening E18 ( ) Other (Please specify)

E09( ) Lelt shaft E19( )

E10 ( ) Stair edge -

tJnsafe Action Relevant to the Accident

FOI ( ) Operating without authority Fl I ( ) Failure to use eye protector

F02 ( ) Failure to secure objects F12 ( ) Failure to use respirator

F03 ( ) Making safety devices inoperative F13 ( ) Failire to use proper clothing

F04 ( ) Working on moving or dangerous F14 ( ) Failure to use warn others or given proper signalsequipment

F05 ( ) Using un-safety equipment F15 ( ) Horseplay

F06 ( ) Adopting unsafe position or posture F 16 ( ) No unsafe action

F07 ( ) Operating or working at unsafe speed F 17 ( ) Others (please specify)

F08 ( ) Unsafe loading. Placing, mixing etc. F18 ( )

F09 ( ) Failure to use helmet F19

FIO ( ) Failure to use proper footwear

G(l ( ) No Protective gear G08 ( ) Unsafe layout ofjob, traffic etc.

G(02 ( ) Delective protective gear G09 ( ) Unsafe process ofjob methods

G03 ( ) Improper dress / footwear GI O( ) Poor housekeepiigG04 ( ) Improper guarding Gil ( ) Lack of warming system

G05 ( ) Improper ventilation G12 ( ) Defective tool, machinery or materials

G(06 ( ) Improper illumination G13 ( ) No unsafe condition

Gt17 ( ) Improper procedure G14 ( ) Others (please specify)

J'olunie 5B Page IS of29

0-

Punjab State Road Sector Project EMP: ENV'IRONMENTAL MONITORING FORM4TS Ju/i' 2006

Personal Factor Relevant to the Accident

HO] ( ) Incorrect attitude / motive H04 ( ) Unsafe act by anotlher person

H02 ( ) Lack of knowledge or skill H05 ( ) No unlsafe personal factor

H03 ( ) Physical defects H06 ( ) Other ( plcase specify)

Remark

SSubmitted Checked Approved

Signature ................ Signature SignatLre.............

Name ................. .... Name .................... ...... Name ................

Designation .............. Designation Desiglation ...........

Contractor Environmental engineer. Executive Engineer (CMU)Construction Supervision Consultant

Part-11 - To be completed Ulpon Finalization of Employee's Compensation Claim

101 ( ) No permanent incapacity

102 ( ) Less than 5% incapacity

103 ( ) More than 5% incapacity

104( ) Fatal


Signature ................ Signature SignatLre .............

Name ................ ..... Name .................... ...... Name ................


Contractor Environmental engineer. Executive Engineer (CMU)Construction Supervisioni Consultant


Punjab State Road Sector Project EAII: ENI IRONMENTAL MONITORING EORMATS Julv 2006

C8: P'OLLUlTION MONI'I'ORING

Name of Corridor

Link No.o


Mitigation measures suggested in last report complied or Not.............................................................................................................

If not reasons thereof...........................................................................................................................................................

(Location at which monitoring to be conducted as per EMP)

Reaon fo Mitigation Type of areaSI. Chainage Details of Duration of Instruments C S R Reasons for Measures (Residential I

No. (km) locations monitoring used Completion Standards Results exceeding sgasures Industrial / Remarksstandards suggested Commercial)

1. Air Monitoring -

SPM SPM

RSPM RSPM

fHC HC

sox sox

NOx NOx

2. Water Monitoring

pH pHTSS TSS

TDS TDS

Turbidity Turbidity

Hardness HardnessColiform ColiformBOD BODCOD COD

Oil & Grease Oil & Grease


Punjab State Road Secaor Project EMP: ENi 7RONMENTAL MONITORING FORMAI TS July 2006

Reasons for Mlitigation Tp faeSi. Chainage l)etails of Duration of Instruments Completion Standards Results exceeding Measures (Residential/ RemarksNo. (km) locations monitoring used standards sures Industrial /

standards suggested Commercial)

3. Soil Monitoring

pH pH

Organic OrganicMatter Matter

Alkalinity Alkalinity

Conductivity Conductivity'

Water holding Water holdingcapacity capacity

Pb Pb

4. Noise Monitoring

L day equivalent L day equivalent

L mght equivalent L night equivalent

L eqwvalent L equivalent

Remark


Signature Signature.......... Signature .............

Name Name...................... Name ..........Name ................

Designation .............. Environmental Engineer Executive Engineer

Contractor Technical Assistance Consultant CMU, PRBDB

Volutne 5B Page 21 of29

Puuuyab State Road Sector Project EMP: ENI 'IRONMENTAL AMONITORIVG FORMIA TS Jullv 2006

C9: ENHANCEMENT MEAStURES

(To be fillcd up by Contractor)

Name of Corridor

Link No._

Consent Total budget Date of

SI. No. Corrilor Name Site Chainage tn Total Lltilized Strt Remarks

work

I.-

Remarks


Signature ................ Signature Signature ............

Name ................ ..... Name .................... ...... Name ..............

Dcsignationi ..............

Contractor Environmental engineer. Executive Engineer (CMU)Construction Supervisioni Consultant


Phojab State Road Sector Project EMP: ENI'RONMENTAL MONITORING FORMATS JidY 2006

CIO: RESTORATION OF CONSTRUCTION SITES


Name of Corridor

Link No.o

(Reporting by Contractor to CMU)

Construction stage: Monthly Report - Date ..................... Month ............ Year.

Labor ConstructLbr ion Plant Site Borrow Disposal TpSiSi. Contract Camp Camp areas Locations Top Soil

No. Package

0 R 0 R 0 R 0 R 0 R Preserved Restore(d

Remark


Signature Signature........................ Signature .............

Name ...................... Name......................... Name ................

Designation .............. Designation .................... Designation


V olume SB XPa~ge 23 of 79

Punjab State Road Sector Project EMP: ENI 'IRONMENTA L MONITORIVG FORAMA TS J/,q 2006

01: POLLUTION NIONITORING

Name of Corridor

Lihik No.o


Mitigation meastures suggested in last report complied or Not ..................................................................

If not reasons thereof.................................................................................................................

(Location at which monitoring to be conducted as per EMP)

7. i - ;X S sYJt i= E S

-* SPM SPMRScPM RSCPM

SOx SOx* ____NOx NOx

TS S TS STDS TDS

Turbidity Turbidity* Hardness Hardness

Coliform Coliform

COD CODD*Oil &Grease Oil &Grease

p-- pH

*Organic Matter Organic MatterAlkalinity Alkalinity

Conductivity ConductivityWater holding Water holding

-cpapacity capacity

L day equivsalent L dat equivsalenlt

L night equivalent L night equitaletit

L equivalent L equivalent

0r

Submitted Checked Approi'cd

Signature ......... Signature ...................... Signature

Name Nm................ Nm ............. Name

Designation ......... Designation .................... Designation

Contractor Environmental engineer. Executive Engineer (CM U)Construction Supervision Consultant

0C

0z

VolmeMBPae 4 fM

RSMRPHCH

Pz,njab State Road Sector Project EMP: ENI IRONMENTAL MONITORING FORAfATS idu/ 2006

02: CLEANING OF CtlL ERT OPENINGS AND LONGITULDINAL DRAINS

(To be filled by CNIU, PRBI)B)

Name of Corridor

Link No.o

Construction Stage: Report - Date_ Month Year

Si. No. Structural No Pre monsoon Date Post monsoon Date

Name of the Corridor

1

0 2

3

4

5

6

* 7

* 8

* 9

* 10

* 1 1

12

13

14

Remark


Signature ................ Signature .................... .. Signature

Name ...................... Name........................... Name ................



t olnime 5B Page 25 of29

Putnjab State Road Sector Project EMP: ENI 'IRONMENTAL AMONITORI.VG FORAJA TS JlY 2006

CMU 1: FORMAT FOR KEEPING RECORDS OF CONSENT OBTAINED BY CONTRACTOR

Name of Corridor

Link No.

Construction Stage: Report- Date: Month _Year_

S1. Contractor's T plcblClearance Applicable Agencies Obtained on Valid tipto RemarlksNo. Namen Acts

Name of Corridor

S.

Remark


Signature Signature........................ Signature .............

Name ..................... Name ........................ .. Name ................


Contractor Environmental engineer. Executive Engincer (CMU)Construction Supervision Consultant


Puinjab State Road Sector Project EMP: ENI'IRONMENTAL MONITORING FORM4TS Jo/i' 2006

CMU 2: CIIECKLIST FOR ENVIRONMIENT INSPECTION

( Points / Issues to be covered)

Name ofRoad o a

Date of Inspectio ec

SI. No. ESMP Measures

I Provision of a personnel accountable for implementation of ESMP / Safety Measures with Contractor2 Consent of PCB to Establish HMP

3 Consent of PCB to operate HMP

4 Compliance of PCB Conditions for HMP installation and operation

5 Whether compliance reported through monthly Progress report to Divisional Office of Executive Enginieer6 PUC taken for all Construction vehicles

7 Concrete platform with trap under bitumen boiler, Fuel Tank for HMP and gencrator set provided or not8 Precautions to prevent contamination of soil by emulsion, Bitumen, oil and lubricant taken while storing9 Providing cover to fine construction material & bituminous mix during transportation

Borrow areas:

a) B3orrow areas approved by Department

b) Existing land was used

10 c) Nos Openedd) Available Quantity

e) Utilized Quality

f) Balance Quantity

c) Nos of Borrow areas Rehabilitated

Spoil and debris disposal:

11 a) Present status of land

b) Closure and completion plan

Sitc specific traffic Safety management Plan:

12 a) Contractor installed the warning / regulatory Traffic signs at the constructioni siteb) I'he arrangement adequate

13 Safety equipment i.e helmet, gloves, gumboot, mask, earplugs etc. provided to workers

14 Health Facility at camp and work site i.e. First Aid kit & suitable vehicle for conveyance in case ofemcrgency / accident

15 Permit for Procuring River sand

16 Licence from Department of mines for quarrying

17 Consent to establish / operation of crusher

18 Provision of labour camp with sanitation & potable water

19 Fire precautions at Hot Mix Plant and site Office

20 Air and noise Inonitoring done in camp site

21 Whether any cultural property is being impacted

22 Status of drainage provision in camp area

23 General House Keeping

| Remark


Signature ................ Signature ....................... Signature .............

Name ................ ..... Name .................... ...... Name ................

Designation .............. Designation .................... Designation ...........


LVolumne 5B Page 27 of29

Punjab State Road Sector Project EMP: EN1 IRON MENTAL MONITORING FORMA TS Julh 2006

ClIU3: SUMNIARY S11EET

(To be filled monthly by CNILI and Submitted to 110, PRBD13)

Name of the corridor

Liik No.o

Monthn t

Date

Si Description RcinarksNo.

I No Objection Certificate

A Hot mix Plant

Location I

Location 2

Location 3

13 Cement Batching Plant

Location I

Location 2

Location 3

2 Pollution Under Certificate

Vehicles

Machineries

3 No Objection Certificate for Diescl Gen set

Location I

Location 2

4 Labour Camps

No. of sites Identified

Approved

Opened

Conforms to conditions imposed at the time of opening ofsites

Closed

W Workers

No of workers employed

No of male workers

No of female workers

No of day workers

6 Borrow Area

No. of sites identified

Approved

Opened

Quantity of available material

Quantity of material Utilized

Quantity of Topsoil preserved

Quantity oftop soil used

No of sites closed

No. of sites Rehabilitated

l olume 5B Page 28 of29

Piunjab State Road Sector Project EMP: ENVIRONMENTAL MONITORING FORAM TS Jihd 2006

SN Description RcmarksNSo.

7 Quarry


Approved

Opened

Material available

Material obtained


8 Disposal Locations


Approved

Opened

Amount of Waste disposed

Type of waste disposed


') Road Safety

Road Safety norms followed as per guidelines, SP-55 andapproved Traffic plan

10 Cleaning of Culvert/ drains

No. of culverts/ drains

Nos Cleaned

11 Trees

No of trees marked for cutting in field

No of trees cut

No of trees to be Planted

Trees Planted

12 Haul Roads

Adequacy of maintenance of Haul Road Network

Remark


Signature ................ Signature .................... Signature

Name ................. Name .................... .. Name

Dcsignation .............. Designation ................... Designation

