CordoxWVng Conultant (PCC) Swicesdocuments.worldbank.org/curated/pt/451221468771647924/pdf/E5050vol0160paper.pdfProiect Co-ordinatina Consultants IPCCI Services for Uttar Pradesh State

Govemment of Uttar Pradesh EnvironmentalPublic Works DepartrnentLucknow,India Management

Plan

(PHASE 11)

December 2003 (Azamgarh - Phephna)

E505Volume 16

P'ojec CordoxWVng Conultant (PCC) Swices(Loan No, 4114- 1N)

Consulftncy services for Uttor PradeshState Roads Project

AzamGarh

DHV CONSULTANTS BV Funding Agency:

in association wffl THE WORLD BANKHalcrow and PartnersOperation Research GroupDevelopment Consultants Ltd.MDP Consultants ( Pvt ) Ltd

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Environmental Management Plan (Azamgarh-Phepinria) DHV Consultants BVDecemrer 2003

Project Co-ordinating Consultants Servicesfor the Uttar Pradeshi State Roads Project, under IBRD Loan No. 4114-IN

ENVIRONMENTAL MANAGEMENT PLAN(AZAMGARH - PHEPH NA)

TABLE OF CONTENTS

1 INTRODUCTION ....................................................................... 4

2 MAJOR FINDINGS OF THE EA ....................................................................... 5 2.1 Project Corridor ....................................................................... 5 2.2 Environmental Impacts ......................... .............................................. 5

3 CLEARANCE ........................................................................ 6

4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED ................... ....................... 74.1 Pre-Construction Stage ......................... .............................................. 74.2 Construction Stage. 74.3 Operation Stage ................. .......................... 7

5 IMPLEMENTATION ARRANGEMENTS .21

6 INSTITUTIONAL STREGHTHENING .236.1 In'stitutional Strengthening .236.2 Training .23

7 ENVIORNMENTAL MONITORING .257.1 Introduction .257.2 Objectives .257.3 Methodology .25

8 REPORTING SYSTEM .28

9 BILL OF QIJANTITIES FOR TYPICAL ENHANCEMENT DESIGNS .29

10 ENVIRONMENTAL MANAGEMENT -BUDGET .30

LIST OF TABLES

Table 1.1 Phase II Upgradation roads ............................................................ 4........ 4

Table 1.2 Details of Route 7B-Azamgarh to Phephna ..................................................................... 5

Table 2.1 Potential Environmental Impacts along Route 7B Azamgarh - Phephna ......... 5

Table 4.1 Environmental Management and Action Plan for Azamgarh - Phephna (Route 87B).

Table 5.1 Implementation Schedule .................................................. 22

Table 7.1 Environmental Monitoring Plan for Route 7B (Azamgarh-Phephna) ..................................... 26

Table 8.1 Desired Monitoring and Reporting Process and Responsibilities ..................... . ............. 28

Table 9.1 Bill of Quantities ................................................ 29

Government of Uttar Pradesh, Public Works Department, Lucknow, India 1Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmerital Management Plan (Azamgarb-Phephna) DHV Consultants BVDecember 2003

Tab:e 10.1 Environmental Budget for Route 7B (Azarngarh-Phephna) . ................................................... 30

LIST OF FIGURES

Figure 6.1 Proposed organisational set-up for UP State Road Project-If(PhaselI;. 24

LIST OF DRAWINGS

Drawing 7B-1 Typical Design for Construction CampDrawing 7B-2 Enhancement of PondDrawing 7B-3fal Roadside Landscape DesignDrawing 7B-3(b) Roadside Landscape DesignDrawing 7B-3(cd Roadside Landscape DesignDrawing 7B-3f Roadside Landscape DesignDrawing 7B-3(e) Roadside Landscape DesignDrawing 7B-30 Roadside Landscape DesignDrawing 7B-4 Enhancement o' Temple + WellDrawing 7B-5 Enhancement of Pond + TempieDrawing T-1 Washing Platform at the Edge of the PondDrawing T-2 Brick Pitching on SlopeDrawing T-3 Seating ArrangementDrawing T4 Brick PavingDrawing T-5 Detail of Stepped AccessDrawing T-6 Railing DetailDrawing T-7 Drawing For Silt FencingDrawing T-8 WellsDrawing T-9 Hand PumpsDrawing T-10 Oil and Grease Separator

LISI OF APPENDICES

Appendix I List of Applicable MoRITH Ciauses Published by Indian Roads Congress, New Delfi,1998

Appendix II Procedure for Selection of Sites for Construction CampsAppendix III MOU for plantation scheme between the UP Public Works Department and

Forest Department.Appendix IV Monitoring StandardsAppendix V Reporting SystemAppendix VI Specifications for Environmental Management Works

Covermmerit of Llttar Pradesh, Public Works Department, Lucknow, India 2Pr3jec-t Co-ordinating Consultants (PcC) Services for ut*r Pradesh State Roads Project

Environrm)ental Management Pion (Azamgarh-Phephna) DHV Consuitones EVDecember 2003

Glossary Of Terms

1. Project Requirement The mitigation/enhancement measure written is

essential for implementation. It forms part of the

pr TI-. The mitigation lenhancem entm easure

may continue during entire project life.

2. Contract Requirement The mitigation/enhancement mecsure is a port

of contract document to be signed between

UPPWD and contractor for the imp!ementation

of project. The mitigation enhancemert

measure shall be completed within the

construction period.

3. MoRTH Specification The specifications published IRC (Indian Road

Congress) to be followed in road construction.

These have been adopted by MoRTH.

4. Design requirement Mitigation/enhancement measure specified in

the highway desion of project route.

Government of Uttar Pradesh. Public Works Department. Lucknow. India 1Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Management Plon (Azamgorh-Phephna) DHV Consultants BVDecember 2003

Project Co-ordinating Consultants Servicesfor the U1tar Pradesh State Roads Project, under IBRD Loan No. 4114-IN

ENVIRONMENTAL MANAGEMENT PLAN UPGRADATION ROUTES(AZAMGARH - PHEPHNA)

October 2003

INTRODUCTION

The Public Works Department, Uttar Pradesh, is carrying out the Uttar Pradesh StateRoads Pr oject under World Bank Loan 4114-IN. The project preparation activitiesincluding the project planning and design is being carried out by the UPPWD throughProject Co-coordinating Consultants (PCC). The project envisages the majoraugmentation of capacity as well as structural upgradation of important highwaynetwork in the state of UP. As part of the project preparation activities, the PCC hascorried out the feasibility study for 18 corridors (slightly modified from 15 corridorsidentified by the SOS), based on various criteria including internal rates of return,environmental attributes of the area of influence, the likely social impoacis of theproposed improvements, etc. The feasibility study identified 11 corridors (4 corridorscomprising 374 km in phase I and 7 corridors comprising 590.74 km exclusive of bypasslengths of roads in Phase 11) for upgradation to SH standards and 22 corridors for majormaintenance works wherein 808 km of road is in Phase I and 1736 km in Phase 11

The UPPWD is the executing agency for this project and will be responsible for theoverall preparation, implementation and operation of the project. The routes taken upfor upgradation under the project are given in Table 1.1.

Table L.l Phase 11 Upgradation roads

Route descripHon | I1Length In Cost

_nk i From To Km INR millionNo. _ _ _ _ _ _ _ _

3 Pilibit j Khutar _ 72.8071 1164.6_ _ _ -- _ __ __ _ _ _ _ _

48 Lucknow Bangarmau 73.229 1315.96 sitpur Bahroich _ 88.336 _ 2490.0

78 1 Azamgarh Phephna i 100.929 1986.1IOA Gorakhpur |Shohgon i 109.656 2642.1

I1 Moradabad Uttaranch 1 36.3351 782.1- -- ______ Border L _ _ _ _ - _ _ _ _ _ _

16 I Deoria Iollia t I9.447 1763.7Total Phase_II 590.74 ! 12144.5

The UPPWD, the executing agency for this project, is responsible for the overallpreparation, implementation and operation of the project. international contractorsselected through International Competitive Bidding shall carry out the implementation.The PWD shall be assisted in the supervision of the construction activities by internationalconsultants. The construction duration of the project will be 2 years.

This report details the Environmental Management Plan for route 7B,Azamngarh -Phephna. As part of the project preparation, this route has been divided intohomogenous links. The proposed road cross-section (W2) after upgradation will conisistof two lanes-each 3.5 m wide, with 2.5 m soft shoulder on either side necessitating aformation width of at least 12 m. The links and their description- are presented in Table1.2

Government of Uttar Prodesh. Public Works Department. Lucknow. India 4Proiect Co-ordinatina Consultants IPCCI Services for Uttar Pradesh State Roads Prolect

Environmentol Management Plan (Azamgorh-Phephno) DHiV Consultants BV

December 2003

Table 1.2 Details of Route 7B- Azamgarh to Phephna

Link description Rod No. Length In

Link No. From To Km

7B.3 Azamgarh Mau S ODR 45.345

78.4 -I Mau -- Rasra SH 34 1 34.200

71B.5 I Ra3sra lPhephna SH 34 21.381

2 MAJOR FINDINGS OF THE EA

Before presenting major impacts on the environment of the study region, a brief

description of the project corridor is presented below.

2.1 Project Corridor

The project corridor, from Azamgarh to Phephna, has a route length of 100.926 km. The

road traverses in south-east direction starting from mid of Azamgarh town and

terminating at Phephna at the junction of NH-29. Major urban settlements along the

corridor are Azamgarh, Mohammadabad, Rasra, Phephna and Ratanpura. There are

no archaeological/historical monuments along the project road. A suger mill is located

at Rasara. The corridor mainly traverses alluvial plains. The soil type varies from sandy

clay and silt to heavy clay. The MoRTH commonly found tree species along the corridor

are eucalyptus. siscm, jamun. babool. mango. peepal, imli, gular, ashoka. shemar.

arjun, neem etc. The average tree density along the road is 128 per km. The road

crosses Tonse river, Chhoti Saryu river and Lakra nalla. There are total 184 culverts (5 for

city drains, 53 for irrigation channels and 126 for natural drainages) and 15 bridges (4 for

irrigation channel, 11 for noaural drainages and 1 ROB). The southwest monsoon

contributes major portion of rainfall in this region. The average annual rainfall in the

area is 1000 mm, while the annual average tempercture lies between 25°C to 27.5°C.

The general altitude of the area varies from 200 m to 250 m. The project road lies in

seismic zone IlIl and IV. The horizontal coefficients (fr) for these zones are 0.04 and 0.02

respectively, as against the highest value of 0.08 and thus can be termed as moderate

zone.

The project road does not pass through any environmentally sensitive areas such as

protected forests, bird sanctuary or wild life sanctuary. In the proposed upgradation

work, existing Mau bypass has been integrated. The length of this bypass is about 6 km.

The embankment deterioration conditions have not been observed except at flooa'

zones of rivers. However, water-logging problem has been found at Ratonpura and

Phephna.

22 Environmental Impacts

Table 2.1: Potential Environmental Impacts Along Route 7B-Azamgarh-Phephna

Attribute Description of Impacts | Significance Assessed

Physical - No new quarries to be opened up Low

Resources - Existing operating quarries having

sufficient material have been identified

Air Quality - Materiol transport and hot mix planis Moderaoe

are likely to cause pollution durina Iconstruction. Some localized increase inSPM is also anticipated along stretcheswhere earthmoving is in progress.

- Air quality standards are unlikely to beexceeded by even 2011 A.D.

Government of Ullor Pradesh. Public Works Department. Lucknow. India 5- _ _. _-__.._ _ ____. ._,a.-, nrs u_. f, i (,it-, Prnrbch MInMI Roncis Proiect

Environmental Management Plan (Azamgalh-hephPna) DHV Consultants B%fDecember 2003

Attribute Description of Impacts Significance AssessedFlora level - 2145 trees are to be cut to facilitate High

construction.- No endangered species of flora have

been recorded close to the projectroute. |

Noise Level - Increased noise levels will occur along Moderatestretches where construction work is inprogress.

- Operation stage noise levels areprojected to exceed the norms forresident'.al areas.

Fauna - No protected areas are to be !ocated Lowwith the influence area of the route.

- There is no record of any rare orendangeied species of fauna near the

_ _ _ _- j project route.Land use - There will be land acquisition for Moderate

approaches of new bridges, requiredwidening and improvement.

& - Further, there will be natural land-usesuccession following improved

__.__ connectivity. ____ _________

Water 78 hand pumps to be removed for the ModerateResources proposed upgradation.

Pollution of water resources suclh asponds adjacent to the road andrivers/canals crossing con be effectivelymitigated if appropriate steps are

_____ ___ ____ taken.Human use | 30 (excluding hand pumps) public LowValues properties is being impacted directly

_ ___ | along this route.Resettlement - A total of 541 families will be affected of Moderaie

|___ _ whom 107 will have to be displaced.

3 CLEARANCE

The contractor is required the following clearances to obtain after mobilisation butbefore construction works start

* Clearance of Engineer for location and layout of Worker's Camp, Equipment yardand Storage yard.

* Clearance of Engineer for Traffic Management Plan for each section of the routeafter it has been handed over for construction.

* Consent of the Uttar Pradesh Pollution Control Board for each hot mix plant used bythe Contractor.

* Any other clearance which FWD or Supervision Consultants deem fit to obtain.

In addition, the Contractor will submit an assurance to comply with the EMP provisionsto the Engineer.

Government of Uttar Pradesh, Public Works Department, Lucknow. India 6Project Co-ordinating Consultants (PCC) Services for Utlar Prodesh State Roads Project

Environrnental Management Plan (Azamgarh-Phephna) DHV Consultanis BV

December 2003

4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED

A description of the various management measures during the various stages of theproject is provided in the following sections.

4. 1 Pre-construction Stage

During the pre-construction stage, the management measures required will include,clearance of the Col. tree plantation for compensating the lost irees and afforestationfor increasing tree cover, measures for protecting/replacing/restoring communityresources such as hand pumps and other utilities likely to be impacted before the startof construction activities.

4.2 Construction Stage

This will be the MoRTH crucial and active stage for the Environmental ManagementPlan. In addition to the monitoring of the construction activity itself to for the pollutionlevels within permissible limits, the enhancement of cultural properties, mitigation andenhancement measures for water bodies will ^ on simultaneously as the constructionprogresses. To facilitate implementation of the enhancement and mitigation measuressuggested, working drawings of the some are provided in the Appendices. Th-eapplicable MoRTH clauses to be followed have been compiled and are given inAppendix 1. In addition, the need for a balanced evalliation and planning for risksassociated with construction activities related to roads such as accidental spillages andconsequent damage to the surrounding environment in terms of loss of flora and fauna.agricultural crop or worse fertile land, continues to grow in importance. Other possiblelocations where a risk assessment' will be useful include the locations of Hot Mix plants(spillage of fuel, bitumen etc) and labour-camp sites. The site selection procedure forconstruction camp workers has been given in Appendix 11

4.3 Operation Stage

The operation stage will essentially entail monitoring activity along the corridor.Monitoring for pollutants specified in the Monitoring Plan will serve the two purposes. Inaddition to checking the effectiveness of the protection/mitigation/enhancementmeasures implemented. this will help to verify or refute the predictions made as a portof the impact assessment 2 . Thus, it will complete a very important feedback loop for the

UPPWD.

The measures adopted and/or to be adopted during different stages of the projecthave been detailed in Table 4.1.

While risk management here deals exclusively with the physical environment, the Re-cttlement Action Plcn

addresses equally real risks on the socio-economic aspects. contingency Planning may be adopted to set asideresources for the events for which there is no way of predicting severity and probability of occurrence with any

great degree of confidence. Normally fixed proportion of the emergency response resource allocation is kept

always on stand-by to counter such a situation.

2 The inputs from this and other projects of similar nature will help improve the quality of the environmeritcl

management plans in subsequent projects or modify any future activities along this highway too. Risk Managementduring the operation phase of the project oiMORTH exclusively deals with the accidents of vehicles carrying fuel or

other hazardous materials. At this stage too, a dispossionate weighing up of the severity and probabirity is a must to

ensure that neither too many nor too few resources such as personnel, vehicles or communication facifities areavailable to tackle the situation whenever it arises.

Government of Uttar Pradesh. Public Works Deprrtment. Lucknow. IndiaProject Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Management Plan (Azamgarh-Phephna) DHV Consultants BVDecember 2003

Table 4.1 Environmental Management and Action Plan for Azamgarh- Phephna (Moute 7B)

Environmental Enhancementl Reference to Contract | Management Action ImplementationIssues/lmpacs Mitigtion Measures Documents I Responsibilities

PRE-CONSTRUCTION PHASE (removal of trees and encroachments; site clearances, establishments of constructioncamps)Uncertainties con- Refer RAP for Detailsceming land and otherassets acquisition.Inadequate Refer RAP for Detailscompensation andother grievances.Tree clearance (2145 *Compensatory -Indian Forest Act -Only marked trees l -UPFDC, SC, PWD &trees to be cut) supplementary (1980) will be felled. Forest Department

plantation. * Compensatoryplantation of 4290trees @ 2 saplings foreach tree felled.

.Additional trees willbe planted to achievetree density of 200 per!km.

. Removal of trees onlywithin Col after jointverification with forest;

_ department.Grubbing & levelling .Removal of remains ol .Project Requirement *Contractorwill carry .FDC, SC & PWD

trees to facilitate out the clearing ofconstruction and stumps and levellingcarting away of . Carting away will beremains, done by the FDC after

the stumps areremoved from theground.

Siting of constnrction *Siting will be final *Project Requirement * Contractor will *SC, PWDyard after approval of SC prepare a site plan.

who will look into the .The site will not besite and planning of located near water-the contractor. courses for site fuel &

lubricant storageareas.

.Machinery andequipment area will

__________________ be protected.CONSTRUCTION PHASE (earthworks; road construction; camp site operation; procurenent of material from quarries,crushers and borrow areas; traffic management during construction)Borrow pit *Indemnity by contractor MoRTH 305.2.2.2 * Contractor will *Contractor and PWDdevelopment causing to UPPWD against third verify that enoughloss of productive land party claims, quantity of borrow

material is availableat identified borrowpits along project route at chainages277.500, 285.500295.500, 303.500,325.500, 334.500,347.500, 359.500and 372.500.

*Equitable agreements *Contract .UPPWD will check -The PWD, NGO andfor borrow pit Requirenient restoration and post- contractorexploitation to be restoration use.reached between landowners and contractorsincluding measures foripost-restoration.

Govemment of Uttar Pradesh, Public Works Department, Lucknow, India 8Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Maragement Plan (Azamgarh-Phephna) DHV Consuftants BVDecember 2003

.Envirornmentdl Enhancement/ i Reference to Mc neetActo ImplementationIssues/Impacts MitigaNion Measures ontract Documents anagemen con ResponslbflHtles

'Contractors will .MoRTH 305.2.2.2 *Inclusion of .PIU and supervisionsubmit plans to appropriate clouse I consultantsUPPWD for borrow in constructioni §pit exploitation and contracts. moni-post-use restoration toring ofbefore com- ! comprionce during!m,,encement oa won k construction andand implementation ! proper administra-of approved plans. tion of contracts will!

be ensured.*Contractors will be oDetailed *NGO, PWD andadvised that programme supervisionextensive covering consultantexploitation of shal- restoration for otherlow borrow areas will productive use shallnot be approved be prepared by the

. Restoration and contractor andpost-restoration overseen by aproductive use oa competent NGO.lond will be ensuredby the contractor ifpossible. Theproductive useinclude usage foraqua culture.

*Monitoring of *PWD. Supervisionrestoration work will consultcnt, NGObe taken up duringconstruction phase.

Erosion of embank- *Earth works *MoRfH 306.3. *lncuson of *Supervision consult-ments shoulders and specifications to MoRTH 307 shall appropriate items ant, PWD.pavement leading include provision for be opplcoble for in specification, contractor andto deterioration and stable slope mitigation monitoring of PCC.affecting stability construction, com- measures in this complionce duringand integrity of road pacting and laying impact constructicn and

out turf including appropriatewatering until administration ofground cover is fully contracts will beestablished. ensured.Embankmentprotection measuresare required atfollowing locations ofnew existing bridgesconstruction for oldbridge replocementat chainages340.600.

. Brick pitching willbe provided at alllocations as slopesof embankments ofthese minorbridges/culverts arenot too steep.

Measures to beadopted are:.Discharge zones ofdrainage structures(culverts andbridges) providedwith riprop.

- Construction in ero-sion and flood proneareas will berestricted in non-monsoon season.

.Side slopes will bekept flatter whereverpossible, and in caseof steeper slopes it

Government of U!ior 0 radesh, Public Works Department. Lucknorw. :ndia 9Project Co-ordinating Consultants IPCC) Services for Uttor Pradesh State Rocd. Project

Envirornmentd Management Pian (Azamgarh-PhephnO) DHV Consultants BV

December 2003

Envirormental Enhancement/ Reference to Management AcHon 1 ImplementationIssues/Impacts Ml ttaon Measures Contract Documentsh ________ o Responsibilities

w_l be estabrished Imechanically andcovered with stonepitching I

Flood protectionmeasures in the formof raisedcarriageway andside drains will beprovided. TheHooding is mainlydue to in adequatedrainage and lowlevel of carriagewayto be constructed atlocation between340/1 to 341/1 inRatonpura villageand near km 356.

Safe site for .Site will be located eContract .PWD will approve *PWD. Supervisionconstruction at least at 500 m Requirement the site chosen by Consultant andworkers' camp down wind from the contractor Contractor

hAbitations such as *Conditions will be .PWD. PCCA7a.angdrh. put in contract ConsultantMohammadabad, document forRasra. Phephna. location of site atRatanpura etc. A above specifiedgeneric plan for the distances.construction campalong with variousfacilities and theirlocations is indicatedin Drawing 78.1. ___ ____

Sanitation and -Proper avoilobirity of .MoRTH 105.2 ! .Contractor will .PWD. Supervisiondisposal facilities at drinking water and instal temporary I Consultant andconstruction workers sanitation focilities at toilets with septic Contractorcamp workers' camp tank/soak pits. I

I I *Contractor will i *PWD. Supervisionprovide suitable Consultant andcollection and Contractordisposal system fordomestic refuse.

*For collection of; , domestic refuse

dust bins shall be Iprovided. Thecollected waste

l should be disposedi off at the nearest

! __j municipal landfill! I ' ~~~~~~~~~~~~~~site.

Cooking fuel at .Workers' should not *Contractor will *.PWD. Supervisionworkers' camp depend for cooking ensure availability Consultant and

on wood. of kerosene oil. ContractorInclusion of theabove conditions incontract documentwill be ensured.

Health facilities at eAvailability of first aid .The contractor will .PWD. Contractor.workers' camp and health facilities ensure first aid PCC and

boxes in adequate Supervision Con-numbers and make sultart.shift dispensarymanned by acompounder andat camp. Thephysician shall beavailable at leastthree times a week.The abovecondition wiU beput in contractdocument.

Government of Uttar Pradesh, Pubric Works Department. Lucknow. India 10Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Management Plan (Azamgorh-PtWePhnO) DHV Consultants BV

December 2003

Issues/Impacts Mitigation Measures Contract Documnts R AcHo' !mplemensationAIDS/HIV awareness *Workers will be { *To organise *NGO andcompaign at mode aware of I awareness controctor, PWDworkers' camp HIV/AIDS and programme every and Supervision

protection measures.i month j Consultant.

Damage to services *Relocation of any .MoRTH 110.2 *Potentially affected .Supervision Consult-running paraflel or potentially affected services will be ants/ Contractors/across the-rocd services prior to Identified in design PWDduring construction commencement of stage.leading to any constructioninterruption in supply works

-Contractors to be re- *MoRTH 110.6 .Service undertakers .Statutorysponsible for identify- will be notified for undertakers/ing and relocation and NGO/PWD/Supervissafeguarding necessary ion Consultantservices adjacent to programming toworks and for com- avoid constructionpensating statutory delays (incl.undertakers for any payments).accidental damageto such services.

.Relocation works * PWD/ Supervisionwill be completed Con-by stotutory sultant/Contractorundertakers beforeroad constructionworks proceed iiaccordance withan agreedprogromrne.

*Inclusion of *PCC Consultantappropriate and PWDclauses in con-struction contracts;monitoring of I! | j comprionce duringconstruction andproper ad-jministration of con-tracts will be

Fire Prevention 1 eAdopt ~ -* - -- ____ ensured.Fire Prevention *Adopt safe work .MoRTH 111.6 .Provision of *Contractor

practice and have I adequate fireadequate fire I fighting equipmentfighting facilities will be made by thei

-______ _____ ! contractor.Presence of .Contractor will *MoRTH 105.2 *Inclusion of .PCC Consultant.contractor's provide own suitably appropriate supervisionworkforce increasing equipped and clauses in con- consultant andpressure on already staffed site struction contracts; PWDstrained local emergency medical monitoring offacilities including facilities. compliance duringhealth & medical construction andfacilities proper ad-

ministration of con-tracts will beensured.

Incomplete post-use |CntrMctor will .MoRTH 105.2 .Inclusion of .PCC Consultant.clearance and rein- prepare site ! appropriate supervisionstatement of base restoration plans for clauses in con- consultant andcamp, leading to approval of UPPWD struction contracts; PWDloss of land I and to implement monitoring of *Supervision consult-productivity or these plans fully prior compliance during ants/additionol costs for to demobilization. All construction and PWD/Contractorland owners to rein- temporary works sites proper ad-state land to be notified by the ministration of con-

contractor prior to tracts will be *Supervision consult-use. The contractor ensured. ants/to ensure that sites .All sites will be PWD/Contractorare restored to pre photographed touse status. This shouldI record pre-usebe included in j state.condition in contract BOQ s will includedocument. nominated

lumpsum for _

Government of L1t1cr Pradesh, Public Works Department. Lucknow. India 1Project Co-ordinating Consultants (PCC) Services for Uttor Prodesh State Roads Proect

Environrnental Moncogement Plan (AzomgOrh-PhOPfO) DHV Consultants BV

December 2003

Environmental Enhancement/ Reference lo M Implementationissues/impacts Mltgcfton Measures Contract Documents anaemen c ion ResponsIbIlIties

reinstatement oftemporary site.

Pollution of land. *During cornstruction itl MoRTH 306.3 |Monitoring of | .PCC Consultant.ground water and will be ensured that ' compliance during j Supervisionsurface water arising contractor does not construction and Consultant, PWD.from sanitary and dispose off debris in I strict administration Controctor andother wastes and water bodes. This v:il;i7 of contracts will be Statutoryspillages be ensured by ensured. Undertakers

providingsedimentation trapsin the water bodies.

*Soil laden run off will | .Provision of waste *PCC Consultant.not be diverted to disposal site for I Supervisionwoter bodies by waste from Consultant, PWD.ensuving installation construction and Contractor andof silt fencing storoge yard will be ! Statutory

' arrangement. I made. Undertakers

*Vehicle I .PCC Consultant.I maintenance and I SupervisionI refuelling will be , Consultant, PWD.

confined to areas I Contractor ondunder construction j Statutoryyard to trap I Undertokersdiscarded lubricantand fuel spills.

eSanitationwaste *Separate septic ,PCC Consultant.from workers' camp | tanks shall be used Supervision Consult-will not be diverted for disposal of j ant. PWD,to water bodies. The i sanitory waste Contractor andwaste water wDI be Statutory Under-diverted to septic takerstank.

*Contractoes will pre- *MoRTH 105.2 jMonitoring of i *Superv;sion Consul!pare, for UPPWD's complionce during ant. PWD.approvad detailed construction and Contractor andpublic health utilities stricl administration Statutory Under-

| plan for the workers of contracts will be takerscamps and other ensured.works sites, whichmake adequateprovision for safe dis-

l posal of all wostesI and prevention ofspillages. leokage ofpolluting moterialsIec.

*Contractor will be re- .MoRTH 306.2 i eMonitoring of ;. Supervision Consult-quired to pay all i compliance during ant. PWD.

costs associated with: construction and Cont actor andcleaning up any strict administration Statutory Under-

I pollution coused by of contracts will be takersI their activities and to ensured.

pay full scompensation to

| those affected | i !

Contractor's water oControctor will make *MoRTH 306.2 .Monitoring of .Supervision consult-abstraction resulting suitable compliance during ant. PWD. PCCin depletion of arrangements for construction and Consultantscarce water own supply and strict administrationresources with local protection of water of contracts will beusers and protection bodies from pollution ensured.of surface water .Silt fencing will bebodies from provided all aroundpollution of the base of theconstruction stockpile of materials'activities wherever material is

stockpiled nearwater bodies as pertypical drawing T-7

Government of Uttar Pradesh, Public Works Department. Lucknow. India 12Project Co-orcinating Consultants (PCC) Services for Uttar Prodesh State Roads Project

Environmentod Management Plan (Azomgorh-PhePhno) DHV Consultcnts BVDecember 2003

Environmental Enhancement/ Reference to M 1 p lementatilonIssues/impacts MfifgatMon Measures Contract Documents onagemen n Risponslbellntos

Construction traffic eContractors will use *Controct *Monitoring of *Supervision consult-causing ptvement appropiomte veyites Requrement compnstnce tin dng ant PWDa PCCcaind structpae and to comipa y with construction and Consng tPntdamage due to legad gross veNcle strict administrationoverloading, and axe load limits of contracts will beincreasing I ensured.!congestion and i .Controctorswil - I * MoRTH 119 & *The supervision eSupervision consuit-increased road irepair damage at ! MoRTH 111.11 consultant wil ant. PWD. PCCsafety hazards own expense ensure preparation Consultont

and enforcementof trafficmanogementplans.

.Controctors will mini- *MoRTH 112 *Monitoring of *Supervision consult-rnise road safety complionce during ant. PWD. PCChazards and construction and Consultantinconvenience to | strict administrationother road users by I of contracts will betaking appropriate ensured.measures such asproper signages|diversions. etc. I |

Rood sofety hazards eContractors will take *MoRTH 112 *Monitoring of *PCC Consultont.associated with da reasonable compliance dunng supervisiontemporary traffic measures to minimise construction and consu'c.nt anddfiversions interference with strict administration PWD

traffic flow and to of contracts will beprovide safe transit ensured.at dfiversions. Fewrecommendedmeasure are

- reduced speedsigns and boardsbefore diversionindicating suchdfiversion.Proper blocking ofroad underconstruction toavoid following ordfiffercnt paths atdfiversions.Maintaining twoway troffic flow by iproper information

_____ to traffic pofice. i i _

Air pollution from as- .Asphcit and Hot m;ix .MoRlH 111.5 1 *Monthly monitoring I .PCC Consultant.phalt and Hot rnix plant wl be located in of air pollution and supervisionplants. construction downvwid drection at timely action to de- consultant. PWDyard and due to jarnninurnrdstonceofi i crease the and contractormovement of i50C m from uiban pollutantmechanical towns and vilages i concentration bycompactor. clong project route. appropriate

measures will beI taken up.

.Trucks carrying con- i .MoRTH 11.8 jContractor will .*PCC Consultant.struction material will enforce the supervisionbe covered with tar- mitigation consultant. PWDpoulin to avoid spill- measures and contractor

jing. I suggested through1 efficient monitoring.

.Water sprinkling will * *MoRTH 111.8 iPCC Consultanr.be carried out in supervisio nmornings and eve- I consultant. PWD

inings on haul roads and contractorand compactsurface.

|Vehicles and constni.cfaion machinery wil bemaintained to

I conform emissionstandards specified Iby SPCB. |

Government of Uttar Prodesh, Public Works Depertmen t , Lucknow. India 13Project Co-ordinating Consultants (PCC) Services for Uttor Pradesh State Roads Project

Envnam,erntci'vAnagement Plon (Azgontir.Phephna) DHV ConsuLtants BV

Dec=ber 20733E

| ,ntnentl Enhancement/ | Reference to M g t AcH on ImplementationtSls/uitmpacts MitgationMeasures ContractDocuments] [ iResponsIbIl tes

*Stock piled sond and .MoRTH 1.1 I I *PCC Consultcnt.stone wi be wetted supervisionbefore loading. i consultant. PWDbefore lood,ng. and contractor

Constructiondebris MoRTH 11.1 PC Consultant,shall be cisposed' I*PConut1

i only at designoted i supervision

jsites. ij|consultant. PWD_ ____________________ _ sites._ _ and contractor

Nois -evels *Construction yord *MoRTH 111.5 .Supervision consult-(will be located at ants. PWD and500 m away from contractorhabitations.

*AII equipment will be *MoRTH 111 *Supervision consult-maintained in good ants. PWD andworking order. controctorFurther theseequipment will haveproperly designedengine enclosuresand inbult silencers.

iConstruction work .Contract .Supervision consult-will be proh'bited be- Requirement ants. PWD andtween 10.0 PM-6.00 contractorA.M.atalhabitatlons. __ _ ,_

Higt- '.4ise Levels *Double-glazing of *Design *Provision in *PWD. PCC.openings of Requirement contract document Supervisionsensitive receptors for construction of Consultant ond(educationda noise borriers will be Contractorinstitutes) at made.chainage km331.200.307.30.341.00,3630.0272.204.274.254.272.648.276.395,290.022293.358.295.295.298.364,299.885.302.781. 303.862.4.689,(taou BypasS)352.880.354.051,354.646 and370.316a,nd (healthfacigties) atchainagekm272.648. 290.022.295.295.340.378and 361.060

*Provision of "BlowNo-Horn" signs atthe approaches tothe structures

Ncter _,gging and .NeedtobLxlddrcxnin *Design .SC will ensure that .PWD. Supervision.rcss lr_,inage water kxlged areas Requirement contractor builds consultant and

with proper out fals at up drains as per contractor.272/3.276/1. 276/1 & design277/1. ditch at specificotion281+950 & 283/2.291/4.292/2. 293/2.294/1. 295/Z 301/4.302/2. citch at302+400. toe ofembankrment of Tonsebridge. ditch at339+200 340/1.346/2.354/1. 354/2 and367/1.

. Need to build new . Design | PWD. Supervisionculverts at Requirement consultant and300/1 (Maui side controctor.approach).300/1 (Azamgarh side

-_ __ __-approacih), 346/2. __ _,__

Govemerit -' Uttar Prodesh. Pubflc WoCxs Deportment. Lucknow. India 14

Proje tocrrs .ating Consultonts (PCC) Services for Uttar Pradesh State Roads Project

Envirorynental Management Plon (Azomgctrh-PhePhna) DHV Consultonts BV

December 2003

Environmental Enhancement/ Reference to M aegot Aco lnplmentaHonIssues/Impacts MiHgoaton Measures I Contract Documents anagemen con Responsibilitles

* Need to replace oldculverts at km 275/1,275/4. 2791A. 289/3.291/1. 291/3.293/2.299/1. 301/3,302/2.1/2. 1/3.2/3. 4/3.326/1 341/1,351/3.352/1 355/1. 356/1. 1360/1. 374/2.

Accidents Hazards Fonlowing safety *Design *Supervision .Supervisionand Safety i measures designed Requirement I consultant will consultant. PWD

to enhance safety: ensure that safety and Contractormeasures are con-structed as per

-Development of MoRTH designintersections atchainages 270.0 (3-arm SH-34 & townroad at Azamgcirh).290.0 (3-arm SH-34 &MDR-94at!Mehmudabod) .292.0 (4-arm SH-34 &MDR-53 atMehmudabod), ,308.40 (3-arm SH-34& Mau Bypass) and353.20 (4-arm SH-34& MDR-1 7 cat Rasra).

*Reduced speed *Design -|Supervision consult-signs in up and down Requirement I ant, PWD anddirections at: Contractor1. Azamgarh2. Mohommodabod3. Rasra4. Phephna5. Ratanpura6. Haraiya village7. Khurahat !8. Randidi9.Adarouna10. Rekhaha

I I1.Parahorpur12.Educationad

i Instituteat chainage km

i 298.364. 299.885.302.781. 303.862.

i 4.689(Mau Bypass).331.200. 340.495 1352.880. 354.051.2354.646. 362.362.307.300. 341.00. 363.272.204. 272.648.274.254. 276.395,290.022. 293.348 cnd370.316.and Health Institutes Iat chainage km I272.648. 290.022.295.295. 340.378.and 361.060.

.Development of .Desigr. -Inclusion of .PCC Consultant.junction at Requirement appropriate supervisionchainages km clauses in construc- consultant, PWD293.000 (3-arm Mau tion contracts: and contractorBypass & NH-29), monitoring of287.000 (NH-29 at compliance duringBallia Mode) and construction and68.400 (NH-19 at proper administra-Phephna) as per tion of contracts willMoRTH specifications be ensured.

Government of Uttar Pradesh. Public Works Deportment. Lucknow. India 15Project Co-ordinating Consultants (PCC) Services for Uttor Prodesh State Roads Project

Environmental Management Plan (Azamgadi-Phephna) DHV Consultants BVDecember 2003

Environmental EnhancemenS/ |Reference to Contract Ma t Adf I ImplemfenitationIssues/Impacts Mitigation Measures Documents. ___________ Responsibilities

Negative Impact on -To compensate for .Design Requirement -The PWD will ensure *PWD, supervision,Flora due to Cutting of 2145 number of trees I availability o(budget consuftants,Trees to be cut, 4290 to State Forest contractor, NGO,

number of trees will Department fcr plantaJ Forest Departmeritbe planted. tion and consultation |

tnat specified number| otrees are planted.

.MOU for the Design Requirement -*The PWD wiil ensure PW. PWD, supervision,plantation scheme availability of budget consuftants,between the Public 2 to State Forest contractor, NGO5works tDepalment Dapartment for I Forest Departmentand Forests i plantation and vha ;Department given in specified numbe c' IAppendix Ill. z trees aire plar.ted. o

Negative Impact on *Additional plantation PWD contractorFauna shall provide habitat

to nesting Avifaunalost due to cutting ofroadside plantation.

*Construction workersshall be trained aboutsafe handling of ani-mals if found bychance. Thecontractor impactnecessary trainingeither through extemalagency or throughsupervisionconsultant.

Cultural Severances .* Shrine on this .Desien Requirement *The PWU wil! make jPVD, NGO androute to be shifted in availabie budpeted |supervision consultantconsultation with fund and space forconcemed people and shiftingfollowing judicious

-- ____________ _engineering design _ __!

Occupational Safety *Construction workers *MoRTH 111.6 . The ontractor will PIU, PCC, contratorand Health be provided with per- ensure adequacy and and supervision con-

sonal protective availability of PPEs. sultant.equipment (PPE) suchas earplugs, helmets,safety shoes, gloves,etc.

Bridge construction on . The construction . Design Requirements . Frovision in contrac 1 Contractor superrivers and canals should be in lean document will bc vision consultant,tTonse River (Chainage season flow made. UPPWD3.500) *Oil interceptors and * Design Requirements *Provision in contractChoti Saryu River sedimentation traps document will be

should be installed to made.avoid contaminationof canal water by oiland debris /soil.A properly design * MORTH 1200 *Conditions will be ; * UPPWD, SC,foundation shall be . included in contract Contractor

| used to support the documentstructural load of thisbridge and this design Iwill ensure minimalimpact on river

_ ecosystem. 1 1 _i

Governmlent of Uttar Pradesh, Public Works Department, Lucknow, India 16Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Envirormcntal Management Plan (Azamgarh-Phephna) DHV Consultants BV

December 2003

Environmental Enhancement/ Reference to Contract ManagementAion ImplementationIssues/Impacs | Mhigation Measures I Documents Responsibilities

b) To limit the !potential forchemical attackthe concretefoundation should!contain a j

i 330KglC. orl underwaterlconcreting 10%extra cement mayl

n be used. S

Siltation into water a) Slit fencing will be MoRTH :306 Conditions will be put PiUPPWD, SC,

Bodies provided at the 6 in contract documenL Contractorbase of theembankment forthe entire fperimeter of anywater body(including wells)as per detail indrawing.

b) Siltation of soil MoRTH: 306into the waterbodies will beprevented as far aspossible. Thecontractor willtake all reasonablemeasures in thiscase.

c) A construcionmaterialcontaining fineparticle. shall bestored in anenclosure suchthat sediment -laden water doesnot go waterbody.

Torrent Run off a) No tree or MoRTH: 201.2 Conditions will be UPPWD,SC,vegetation other included in contract Contractorthan those * MoRTH: 306.2 & 4 document.designated forfelling will be cut.

b) The contractorshall take allnecessaryprecaution andconstructtemporary/permanentdevices to preventwater pollution(due to siltationand increase ofturbidity).

Alteration of Drainage a) In selection of MoRTH: 305.3.7 | Conditions will be .UPPWD,SC,water body earth,I included in contract Contractorstone or any MoRTH : 306 document.constructionmaterials orappendage shallbe properlydisposed off so asnot to block theflow of water. I i

Government of Uttar Pradesh, Public Works Depanment, Lucknow, India 17

Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Prolect


Environmental Enhancementf Reference to Contract M ImplementationIssueslimpads Mitiption Measures Documents Mangement Action Responsibilities

b) All necessarymeasures shall betaken to preventearthwork,stonework,materials andappendage shallbe properlyldisposed off sofar as not toblockthe flow of water.

Contamination of water a) All measures will MoRTH 111.1 Conditions will be UPPWD,SC,from construction be taken to included in contract Contractorwastes prevent the waste document.

water produce inconstruction fromentering directlyinto water body asdirected byengineer.

b) Constructionworks on rivershall be avoidedduring monsoon

c) The dischargestandardspromulgatedunder theEnvironmentalProtection Act,1986 shall bestrictly adhered to.All waste arisingfrom the bridge isto be disposed offin the manner thatis acceptable tothe Uttar PradeshState PollutionControl Board(UPSPCB) and theengineer.

Enhancement MeasuresEnhancement of Road 1. Ponds located at km -Design Requirement -Necessary details of .PCC, PWDSide Ponds and Water 291.600, 328.00, enhancement meas-Bodies 279.00, 363.00, ures will be presented

325.613, 330.932, as drawings for easy330.982,338.680, understanding and in-339.731, 341.113, creasing implement-will be enhanced with ability.following measures

Government of Unar Pradesh, Public Works Department, Lucknow, India 1 8Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Management Plan (Azamgarh-Phephna) DHV Consultants 8VDecember 2003

Environmental EnhancementV Reference to Contract A i ImplementationIssues/impacts Mitigation MeasuresI Documents Management ction Responsibilities

*Stepped access to .Design Requirement i.nvolvement of NGOs .PWD, NGO, supervi-water edge in enhancement sion consultant and

c*Provision for wash- i measures will be contractoring platform. (Draw-I ensured.ing T-1)

*bBrick pitching for islope stablisation Itowards road !side.(Drawing T-2) I

i oPlantation of treesand shrubs for stabi- llisation

A schematic sketch ofenhancement meas-ures for pond is givenin Drawing 78.2. De-tails given in thedrawing shall be asper the typical designsT-1 to T-6

Road side Landscape .Plantation along the .Design Requirement .Necessary details of *PCC, PWD,corridor shall be as outlines enhanced Supervisionper the typical designs measures will be in- Consultant, NGO andprovided in Drawings cluded in contract Contractor, UP State78-3(A) to 78-3(C), document. Forest Developmentsubject to the Corporation.

I approval of these fromUP ForestDevelopment Corpo-ration. Suitable designas per the land avail-ability shall be pro-

_ vided.Cross drainage and *Desiltation of drains *Design Requirement -Maintenance of re- .PWD/PWDflooding to avoid water logging cords of desiltation

*Enhancement works .Design Requirementon water bodies shallbe taken up only indry season

Environmental monitor- *Ambient air quality to *Contract Requirement .Records to be main- *PWD, PWD,ing during Construction be measured once in a tained for reporting contractor andPhase season (except mon- and for future refer- supervision consultant

soon) at location ence.specified in monitor-ing plan. Monitoringstandards provided inAppendix IV.

*Water quality (ground *Contract Requirement .PWD, PCC,and surface) to be contractor andmonitored once in a supervision consultantyear (except monsoonseason) at locationsspecified inmonitoring plan

. Noise levels to be *Contract Requirement | .PWD, PCC,monitored once in a contractor andseason at locations supervision consultantspecified in monitor-ing plan !

-Soil quality along -Contraa Requirement .PWD, contractor andRoW to be monitored supervision consultantonce a year. l

*Monitoring of con- -*Contact requirement PWD, Contractor, SCstruction sites for ar-Irangements made forprotection measures atstorage areas, drain-age and I -

I Inspection of construc-Ition camps for sanita-

_ tion

Government of Uttar Pradesh, Public Works Depanment, Lucknow, India 19Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Management Plan (Azamgarh-Phephna) DHV Consultants 8VDecember 2003

Environmental Enhancement/ Reference to Contract j Action ImplementationIssues/Impacts Mitigation Measures I Documents ReManagemen Rponsibilities

OPERATIONAL PHASEIncreased Air Pollution .Ambient air quality .Project Requirement 'Monitoring frequency * PVD

monitoring atfollow- I is thrice in theing locations: operation phase..Ballia Mode (Mau)* Rasra.Phephna | _ j

Noise Pollution .Noise pollution moni- .Project Requirement I.PWDtoring at following lo- .Monitoring frequency |cations along the pro- is thrice in theject route corridor, operation phase..Azamgarh*Mau .Local unit of PWD to .PWDoRasra ensure maintenance.Phephna and to make inspec-

tion*Strict compliance for .lnformation about 'No and State Trafficno hom in identified Hom Zone' on the Policeplaces in design. route will be

communicated to state!traffic police forcompliance.

Water Pollution .Provide 2 nos. of oil- .Project Requirement .Monitoring frequency .PIUcum-sediment traps at once a year.ends of ditches nearfollowing locadon ofponds: km 291.600,328.200, 279.00,363.00 325.613,330.932, 330.982,338.680, 339.731,341.113, as pertypical drawing givenin T-8

.Provide 4 nos. of oil-cum-sediment traps atends of ditches nearthe following location:water body at km3.500(Mau BypassTonse river),at4/1 (MauBypassChoti Saryu river),331 .350(Sarda Canal),334.220(Canal),338.200(Canal),341 .400(Canal).

.Monitoring of surfaceand ground waterquality at followinglocations at least oncea year. Devsthali Pond,

Lakra at Rasra.Hand Pump at Abari.Ghaghara river

Soil Characteristics -Monitoring of soil .Project Requirement .Monitoring frequency .PWDquality of agricultural is thrice in operationfield close to RoW at phase.Rasra oppositeDevsthali Pond, Lakra.

-Checking of overflow -Proper maintenance of . PWD, Forest Depart-of spillage from the avenue trees and mentcarriageway by pro- vegetation will bemoting growth of taken up.vegetation cover alongthe road shouldersand preventing over-flow in agriculturefield. I

Maintenance of road -The saplings shall be -Project Requirement -Appointment of an .PWDside plantation planted and shall be I engineer for arboricul -


Environmental Management Plan (Azamgard-Phephna) DHV Consultants BVDecember 2003

Environmental Enhancement/ Reference to Contract M ntActi ImplementationIssueslimpacts Mitigation Measures Documents anageme on Responsibilities

watered at regular in- I ture and staff to assisttervals. him will be done.

*Replacement planting .UPPWD respectivefor dead saplings. _ unit will keep vigil _

Possible undesirable -Vigilance to prevent I *Project Requirement .Improvement project I.PWD and the Envi-induced development unauthorised devel I route to be propery ronmertal and Social

opments and effective maintained. Management unit un-control by regulations der PIU.and control of landuse i

Problems arising with .lnteraction with local .Project Requirement *Recommendations .Statutory Authoritiesgeneral road safety due community to explain made are to be im- specified under vari-to increase in traffic road safety aspects. plemented in coordi- ous laws and PWD.

nation with other de-partments (RTO,UPSRTC, Privatetransport operation,Education Depart-ment, Zila Parishad,etc.). Road safetycampaign to beorganised by PWD.Cost budgeted intraining component.

Problems arising with *Interaction with driv-general road safety due ers and driving insti-to increase in traffic tute to imbibe aspect

of road safety in driv-ing.

.Interaction with stateroad transport under-taking (UPSRTQ totrain drivers in use ofthe bus-stop and roadtraffic safety measures.

eMaintenance of roadsafety infrastructure tobe done property andtimely.

5 IMPLEMENTATION ARRANGEMENTSThe responsibility of implementing the mitigation measures lies with the UPPWD. All constructionactivities being taken up by the contractor under the Supervision Consultant (SC) will be scrutinisedby the PIU. The responsibility of implementing the mitigation measures lies with the UPPWD. Allconstruction activities being taken up by the contractor under the supervision consultant (SC) willbe scrutinised by the PWD. Reporting system has been given in Appendix V. The UPPWD willappoint NGO for the implementation of RAP. The same NGO will help the contactor andsupervision consultants in getting the equitable agreement signed for borrow pit development/ postuse restoration between owner of the land and contractors. The NGO shall also help PWD insupplementary plantation / compensatory plantation mainly to supervise survival rate and forinvolvement of farmers whose land is adjacent to RoW. NGO's terms of reference will includethese responsibilities in addition to RAP implementation responsibilities. Specifications forenvironmental management works and given in Appendix VI. Implementation schedule is workedfor phase wise implementation of the mitigation measures as discussed below. Assuming that theclearance for the project is received from all the concerned authorities by the end of November2003, pre-qualified coittractors will be finalised by November 2003 and tender document will beready by January 2004 for issue to pre-qualified contractors and actual construction can commencein October 2004. In the pre-construction phase of the projec. the supervision consultants shallreview the EMP and RAP to identify environmental and social issues and arrive at a suitable strategyfor implementation. The activities to be carried out and the target dates are presented in the Table5.1.


A I I I -H I g j 1 1 2 j 1 1 1 j 1 I--;-W j I X- : > w~~~~ '" ~ 1 q *~4ItIf Oj~ ~d IIX4'UO INW*.~ 'wo 41 0 0 0 0 0 9 n 0 9 0 o---J----i-n P-11- P." 0' 1 M - I P I

d~~1.~1

.J p ~ ( 1 .l -.. ,- q . I~p ...q. qd i ., w R... MR

0~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~o 0- TXR -44WRE ; >t_ RI

= = = = = = = = = _1l.s-).l.s _T~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ana~)$UIIluw1d1 sai'

X X-_ X k ] m n " _ _ _ " _ _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~M -- * I td~

ty*~~~,nj,on pj,-a .w w - flv WmOh..a

t 1-t g _ _ _ _N __ _ _ _ _ _ _ __ t | sw@$l4W"""^Xwsnl st-~~~~u-- inomm --- t 5_"d I"OOKmqs-1h w -

W-nv-> -!e"Plal - l'S -It^l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~W 9-aX $-A -l4o

et""qdq^@~)W-d lruW*ir"wu

Environmental Management Plan (Azamgarh-Phephna) . DHV Consultants BVDecember 2003

6 INSTITUTIONAL STRENGTHENING AND T-RAINING

6.1 Institutional Strengthening

The current management status of UPPWD is found to be inadequate to scrutinize implementationof the mitigation measures. The present organizational setup is modified with an objective ofstrengthening the current management capabilities for implementing the environmental measuresand to make environmental management regular, efficient and sustainable in the long-term.

The environmental management plan envisages on-site monitoring of construction activities andanalysis of the samples col!ected. For this purpose two chemists would be required. While they willbe based in Lucknow, the collection of samples will involve travelling to the sites whereconstruction is in progress, as well as where specified in the monitoring programme. Other supportstaff will be procured from the UPPWD's own manpower as required.Thus an induction of 4 more people is envisaged into the implemantation cell. This task will becompleted before start of implementation of Phase I. The engineers and chemists are available fromthe UPPWD staff itself. While the former are expected to be from the filed staff, the latter will bedeputed from the Research Laboratory of the PWD, which is a designated Test House, as notified inthe Gazette. The above strengthening was planned before start of Phase I implementation. It isassumed that this strengthening will take place.

6.2 Training

The training before start of construction works is important as a part of UPSRF II trainingcomponent the contractors. Personnel will be recipients of two modules of training. These modulesof training will focus on the following aspects

Module I

* Environmental Overview* Environmental Management Plan implementation* Environmental Impact Assessment* Environmental Regulations and Acts* Environmental pollution associated with road project* Environmentally sound construction management* Road projects and environmental issues

Module 2

Environmental Management in constructionSafe handling of animals, wild life and chance finds during construction.

* Training to UPSRTC drivers on safety aspects and usage of bus stops.

In addition to above training the environmental specialist of supervision consultant and that of contractorwill also organise regular training of construction workers at construction side.

Govemmnent of Uttar Pradesh, Public Works Department, Lucktnow, India 23Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project


Figure 6.1 : The implementation organisation chart for phase 11 is given below:

ORGANISATIONAL STRUCTURE OF ESDRC

Chief Engineer -World Bank

- _DiProject Directorn 4

L | UUPSRi'-ll |

* w~~

_Social IEnvironmernt LAQ Architect Revenuen:

AE AE4 JAE-2 Asstt.Architect IKanoongo -.L

. jE-8 S

IDivisions o.nu .............. [ | ~~~~~~XEN-1 _

: ] | J~~~~~~~~~E-8 * U

upervisionNGO n: onsultant

Civil Engg.-2Sociologist-2CD Expert-1

IIR Expert-1

: I :.

* , , aS . S 6 ..... ,..PAPs Contractor IT

ANote:1. The Assistant Engineer and Junior Engineer in the division incharge of the subsection of the corridorwill also be the incharge of social (RAP) and Environment (EMP) issues.2. The senior most assistant engineer in the division wvill be overall incharge of the internal monitoring ojsocial and environmen.al issues in the division as a whole and will report to the Head office.

Government of Uttar Pradesh, Public Works Depanrment, Lucknow, India 24Project Co-ordinating Consultants (PCC) Services for Untar Pradesh State Roads Project


7 ENVIRONMENTAL MONITORING

7.1 Introduction

The environmental monitoring programme provides such infornation on which managementdecision may be taken during construction and operational phases. It provides basis for evaluatingthe efficiency of mitigation and enhancement measures and suggest further actions that need to betaken to achieve the desired effect.

The monitoring includes:

(i) Visual observations;(ii) Selection of environmental parameters at specific locations;(iii) Sampling and regular testing of these parameters.

7.2 Objectives

The objectives of the environmental monitoring programme are:

. Evaluation of the efficiency of mitigation and enhancement measures;* Updating of the actions and impacts of baseline data;

Adoption of additional mitigation measures if the present measures are insufficient;Generating the data, which may be incorporated in environmental management plan in futureprojects.

73 Methodology

Monitoring methodology covers the following key aspects:

* Components to be monitored;* Parameters for monitoring of the above components;* Monitoring frequency;* Monitoring standards;* Responsibilities for monitoring;* direct responsibility,* overall responsibility;* Monitoring costs.

Environmental monitoring of the parameters involved and the threshold limits specified are given inAppendix Ill

Government of Uttar Pradesh, Public Works Department, Lucknow, India 25Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh Stale Roads Project


The monitoring plan along with the environmental parameters and the time frame is presented in

the Table 7.1.

Table 7.1 Environmental Monitoring Plan for Route 7B (Azamgarh-Phephna)

£- I MONITORING i Institutional Responsibililies2£ n _, r -r - I-r

Parameters SPecial Standards Location Frequenc Duration impiementa-y ~~~~~~Guidance II i lon Suevso

IC IL II

SPM, SPM, High volume Air (Preven- Wherever the Twice a Continuous 24 j Contractor ,Engineer PIU.: S02, NOx, sampler to be tion and Con- contractor yeari(winter hours/or for I througi ap- UPPWDm CO, HC located 50 m trol of Pollu. decides to and summer full working proved moni-

from the plant tion) Rules, locate the Hot for two years day i toring agencyS0 in the down- CPCB, 1994 mix plant

wind direc-tion. Use

'o ~~~method specified by CPCB

i ~~~~~~for analysis. S SPM, RSPM High Volume Air (Preven- Stretch of the Thrice a year Continuous 24 jContractor jEngineer, PiU.

Sampler to be tion and Con- road where (winter, hours/or for I through ap- JUPPWDlocated 40 m trol of Pollu- construcion is summer and full working proved moni-from the plant tion) Rules, in progress post monsoon) day toring agency

. .2 in the down- CPCB,1994 site at for 2 years.wind direc- maximum twotion. Use locations.

o method speci-u fied by CPCB

for analysis ISPM, RSPM, High Volume Air IPreven- 1. Ballia Mode Thrice in op- Continuous 24 PWD | UPPWD

e SOs, NO. Sampler to be tion and Con- (Mau) eration period. hoursg CO, Pb, HC located at IS troi of Pollu- 2. Rasra Dec 2005, Ian

m from the tion) Rules, . 2008 and Ianedge of pave- CPCB,1994 3 2011ment 4. Azamgarh(

start of

Route) a Wptt BOD Grab saimple Water quality 1. Devsthali End of sum- Contractor Engineer,

siCOD, TDS, coliected from staind;trds by Pond, t;tkra mer befofe the . .through ap- PWD,4 TSS ,DO, Oil soucce and CPCB at Ratsru onset of mon- proved moni- UPPWDo & Grease and analys as per 2. Hand Pump soon every toring agency

. Pb Staindaid at Abarit ye;tr for 2ffi ~~~~Methods fo.-r Azmgad years

o of WExamination 3. Tonse RiverIWastewater

pit. Grab sample Water quality 1. Devsthali End of sum- . PWD UPPWDBOD,COD,T collected fhom standards by Pond, Lakra mer before theDS,ss, DO, soune and CPCB at Rasn onset of mon-Pb, Oil and analyse as pe 2. Hand Pump soon in 2005,Grease. Standard at Abari, 2008 and

Methods for Azamgarh 2011. TotalExamination 3. Tonse River thrice inof Water and operationWastewater phase.

Flooding and Flooding loca- Water quality At locations of Thrice in PWD UPPWDCleaning of tions to be standards of flooding and monsoon anddrains/water identified and CPCB and locations Iden- post-monsoonbodies choked drains, cleaning shall tified by the seasons of

water bodies be to the satis- PWD. 2005,2008:: ge under going faction of the and 201 1

siltation and Engineero subject to (PWD)

debris disposalshould moni-

O tored undercleaning op-erations. Thelocations oflodrains oidentified tobe flooded iduringmonsoon /post monsoonshould becleaned before Ionset ofmonsoon


Environmental Managpement Plan (Azamga&tPhephna) DHV Consultants BV

December 2003

_MONITORINt Institutional Responsibilities

I Special Implddna-

Parac ters Standards Location Frequency u Duration .Supervision

.Noise levels Free field at 1 I Noise stan- At equipnnent Thrice a year I Readings to be, P',D through Engineeron dB (A) m from the Idardsby yards fortwo years, taken at tS approved UPPWDscale equipment CPCB as requiredby secondsinter- 'monitoring

whose noise l the-engineer 'val for! int :ianlevels are minutes every Ibeing deter- hour and then jmined. averaged.

I 6 IP,; I Readingj 5i | recording is to

be done for 24 i

2 _________ __________ day. _ _

i Noise levels Equivalent Noise stan- As directed by Thrice a year Readings to be Contractor Engineer,, on dB v noise levels dards by the Engineer for 2 years taken at IS trough ap- PC UPPWD

scale using an inte- CPCB (At maximum during the seconds inter- proved moni-

iL; grated noise S locations) construction val for 15 toring agency° ! level meter period. minutes every

kept at a dis- hour and thentance of 15 averaged. jfrom edge of| pavement _ _

Noise levels Equivalent Noise stan- 1. Azamgarh Thrice in op- Readings to be PWD through IEngineer,on dB (A) noise levels dards by 2. Mau eration period, taken at 15 Ian approved I UPPWD5. scaitle using an inte- CPCB 3 n in Dec 2005, seconds inter- monitoringSgrated noiseJan i200ad for 15 amencyrn

grated noixe . s l an 2008 and vat for 15 agenqcylevel meter 4. Phephna Jan 2011. min utes everykept at a dis- ho,. and then

,e& tance of 15 averaged.O from edge of ,

pavement it I

. Monitoring of Sample of soil Threshold for At productive Once a year Contractor Engineer,o Pb. Cr, Cd collected to be each contami- agricultural for 2 years through an UPPWD

acidified and nant set by Lands abutting approvedanalysed using IRIS database traffic detours monitoringabsorption of USEPA until and traffic agencyspectropho- national stan- diversions, totometry dards are be identified

_ r 3 promulpted. by the Engi-o_ _ _ _ _ _ _ _ _ __Ineer

Monitoring of Sample of soil Threshold for At accident / As per the Thrice in op- Environmental UPPWDe heavy metals, collected to each contami- spill locations occurrence of eration stage Cell, D

5 Oil and grease acidified and nant set by invoiving bulk such incidents for monitoringanalysed using IRIS database transpost car- turbidityabsorption of USEPA until rying hazard-

0 spectropo national stan- ous materials

O tometry dards are (S locationsI____I__ promulgated. maximum)

Turbidity in Visual obser- As specified At the drains, Pre-monsoon Engineer PWDS Storm water vations during by the engi- ponds and and post-mon-t2; Sen site visits neer PWD/ rivers near soon seasons

C 5co Silt load in sWaterquality construction operation

S2 ponds for every year. | _ i

e _ Turbidity in Visual obser- As speciried At matjor water Thrice in pre- jV PD ,PWDC 51 Storm water vations during by the engi- bodies identi- monsoon and

site visits neer PWD / fied by the post-monsoon

E Silt load i Water quality PWD. seasons inE ~~~~~~standards 2005, 2008

,~^ ponds l and 2011

| Monitonngof: Visual obser- Tothesatisfac- At Storage Quanrteyin EFngineer UPPW

-sel e31 U 1. Storage vations will tion of the PIU area and con- the construc-

a Area suffice. These and the stan- struction tion stage.Ac a ing are to be dards given in camps

I | A rrangements checked as the reporting- ,J 3. Sanitation specified in form.I

2e -2 }3 Sanination t the EMP as per I I i54 E 2 I in Constnuc- cIC fonnato 0

u 5 v tion Camps |the reponing|jjjlion Isystem.

Government of Uttar Pradesh, Public Works Department, Lucknow, India 27

Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Managemrent Plan (Azamgarh-Pheplsna) DHV Cotnsultants BV

December 2003

e MONITORING Institutional Responsibilities__________ __ __ i IOIORN Isiuioa

Parameters Sia Standards Location Frequency Duration m p ntae Supervision812 1 lion~Gidine ueriso

c Monitoring of It should be As laid out in 1All along the Dunng the -Forest UPPWD-9 felling of trees ensured that the Detailed !corridor felling of trees I Department (to assist in co.

only those Design for the | wordinationtreesthatare project iwiththe

o m marked are | Contractor)

felled. Io FSurvival rate The number of The survival All along the Every year for - IPvD UPPWD

.a of trees trees surviving rate should be corridor initial five

o < Success of re_ during each at least 70%. years duringvo vegetation visit should be below which opecation

compared replantation phase.with number shall be done.of saplings_i.__ ______ __fsatedS

planted. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

8 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 onaccountability to ensure that the measures proposed as part of the Environmental Management Planget implemented tn the project.

The reporting system will operate linearly with the contractor who is at the lowest rung of theimplementation system reporting to the Supervision Consultant, who in tum shall report to the PIU.All reporting by the contractor and Supervision Consultant shall be ¢n a quarterly basis. The PIUshall be responsible for preparing targets for each of the identified EMAP activities. All subsequentreporting by the contractor shall be monitored as per these targets set by the PIU before thecontractors move on to the site. The reporting by the Contractor will be a monthly report like report

of progress on construction and will form the basis for monitoring by the PIU, either by its own

Manager (Environment) or the Environmental Specialist hired by the Supervision Consultant.

* Monitoring of facilities at construction camps* Monitoring of air, noise, soil and water parameters including silt load* Monitoring of survival rate of roadside plantation.* Monitoring of cleaning of drains and water bodies.

The designed monitoring process is indicated in the Table 8.1. The forms that need to be utilized

for the reporting are given in Appendix IV.

Table 8.1 Desired Monitoring and Reporting Process and Responsibilities

Contrador Supervision Consultant (SC) Project Implementation World Bankd _________ j _________ _________ ~~~~~~~~~~~~Unit (PIU) (W B)

z Item Implementa- Oversee/tion and Sup Reporting to Field Report to WB| Desired

Reporting to Iuprson PIU Compliance jSupervisionu ~~~~~~~~~~~~sc I Monitoring

CONSTRUCTION PHASE c T M _____ I_ _

Cl Monitoring of construction site Before start Quarterly Quarterl Half yearlyand construction camp of work _

c2 Target sheet for Pollution As required After - After I Half yearlyMonitoring M -__ onitoring - Monitoring |

C3 Target sheet for roadside I Monthly I Quanerly Quarterly Half yearly YearlyI plantation lI _ l l l

C4 | Target sheet for monitoring of Monthly iMonthly Quarterly |Half yearly Yearly

i cleaning water bodies l I l l l l

-OPERATION PHASE I i _ I I_ ,_I

Government of Uttar Pradesh, Public Works Department, Lucknow, India 28

Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project


01 Target sheet for Pollution As per After TwiceMonitoring I monitoring monitoring j during

plan operation_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ l__ _ _ _ _ _ .__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ phase

02 Target sheet for survival I Quarterly After ! Once after 3reporting of roadside | monitoring years at endplantation I of

_ I _____________ ___________ |_ construction03 Target sheet for monitoring of Quarterly After Twice

cleaning water bodies i monitoring i during_ . I ____._._ f operation

I L ___________ ____________~ ~ phase

9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNS

The typical mitigation/enhancement designs were prepared using information collected during thefield visit with a view to allow the local communities and the road-users to enjoy the benefit of abetter corridor of movement while ensuring their safety. An additional aim was to try and mitigatethe potential negative impacts of the development of a wider, high-speed corridor on the hostcommunities. All the designs created are attached with each Environmental Management Plan.Each corridor uses only a portion of all the designs created. The environmental management planhas referred to the particular drawing to be used for each package for environmentalmitigation/enhancement. Other details of locations are available in the relevant appendices. TheTable 9.1 below gives the quantities for the typical designs.

Table 9.1 Bill of Quantities

NS` Item Unit Quantity

Drawing T-1, Washing platfonnI Excavation Cu. M. 9.892 P. C. C (M 15) Cu. M. 2.563 R.C.C Cu.M. 2.474 Stone Masonry M. 7.42

Drawing T-3 Seating, type4I Excavation Cu. M. 20.902 P. C. C. (M 20) Cu. M. 3.893 P. C C. (M 15) Cu. M. 2.654 Brickwork Cu. M 15.96S Earth filling Cu. M. 10.846 Plaster Sq. m. 15.18

Drawing T-3, Seating type -21 Excavation Cu. M. 14.652 P. C. C. (M 20) Cu. M. 3.293 P. C. C. (M 15) Cu. M. 1.354 Brickwork Cu. M. 13.965 Plaster Sq. m. 10.546 Earth filling Cu. M. 2.207 Brick paving Sq. m. 8.93

Drawing T-6, Railing1 Excavation | Cu. M. 0.132JP.C.C. _ 1Cu.M.f 0.133 Length of railing I m. I 10.00


Environmental Management Plan (Azamgarh-Pheplma DHV Consultants BVDecember 2003

10 ENVIRONMENTAL MANAGEMENT - BUDGET

The environmental budget for the various environmental management measures proposed in theEMP is detailed in Table 10.1. There are several other environmental issuies that have beenaddressed as part of good engineering practices, the costs for which has been accounted for in theEngineering Costs. Moreover, since environmental enhancements have not been finalized at thisstage, except for the location of ponds. The budget reflects this and while retaining the types ofenhancement suggested, allows the selection of the locations at the discretion of the Engineer.

Table 10.1 Environmental Budget for Route 7B (Azamgarh - Phephna)

Component Stage Item Unit UnitCOSt Quantity iTotl Cost (INR)I I I ~ ~~~~~~~~~I (INR)

Mitigation/Enhancement Measures1 ust Management with l

AIR Construction pnkling of water, covers for 30,000 Covered in Engineering Costschicdes transporting m

_onstruction material l

re-Construction Handpump No. 40,000 78 i 3120000nd Construction _

Wells No. 1 00,000 7 700000WATER_,RESOURCES Oil and Grease Separators No. 55,000 42 2,310,000

near Water bodiesConstruction _ _

Silt Fencing around soillt F .around ie sq. m. 370 Covered in Engineering Costs__________~~ sockpiled near waterbodies _

Constnrction ufing/Pitching sq. m. 5 Covered in Engineering CostsSOIL loprment of Borrow

Operation reas sq. m. 150 Covered in Engineering Costs

NOISE Operation Double Glazing for sensitive . m. 1,400 46t0-eceptorsq. . 1400 460 644,000

CULTURAL Pre-Construction Relocation of Shrines No. 12,000 Coveed in RAPPROPERTIES and Construction rN

lantation includingompensatory plantation @ 2

FLORA Construction saplings for each tree felled No. 1,100 12266 13,492,600staggered to follow CivilA_orks)

2I

Demarcating Borrow Areas m. 54 Covered in Engineering Costs

AFETY Construction rovision for hoardings atonstruction Camps & health LS Covered in Engineering Costshecks at Construction Camps

.__~~~~~~~~~1 - *-- -- 1 _ _ _ __ _ _

nhancement of Ponds' as S 2No. 200000 I 7 1400,000r Drawing 78-2

ENVIRONMENTAL onstruction nhancement of Temples' as No. | 50,000 | 8 400,000ENHANCEMENTS' rDrawing 7B-4

~nhancernent of Ponds3 with Temples as 785 No. 250,000 I500,000j ,Temples as per Drawing 713-5]_ _| __ J__

(A) Mitigation / Enhancement Costs 22566600Monitoring Costs (at prevailing market rates)

Monitoring near all hotmixAant locations approved by of 5000 tor

IR she Engineer 4 20000Sample day

Government of Uttar Pradesh, Public Works Department, Lucknow, India 30ProJect Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Managemnent Plan (Azamgarh-Phephna) DHV Consultants BV

December 2003

Component Stage Item iUUnit Unit t Quantity Total Cost (INR)i (INR)

Motioring at construction'sites in tandem with progress ;No. of 5,000 for 1 12 6,000.in Lo,astrution including haul amples

roadsda* ~~~~At locations of baselin

.!Uperation onitonng spec in the N. of -5000for16 12 - 60 fSamles day--6 P- -_ ~~~~~~~~~montrg ___an-

Construction Atlocations specified in the No. of 4,000 6 24,000I ~~~~~~onitoring p:an Samples

WATER QUALITY r---_ __ _ A~t locations specified in the No. of

|Operation pc,nitorins plan mpe 5,000 9 45,000

Consructon o. ofINOISE |Co=smrion Asdirected by the Engineer 4am0les ,000 36 144,000

tAt locations specified in the No. ofPperation paapes 4,000 1 2 48,000

6nnitoring plan_ ____Samples _____

lAt agriculture land and traffic No. o 6,000 4 24,000dletours. __ pe ____

iConstruction LaIoil erosion including siltoad in ponds and turbidity in Covered in Engineering Costs

lIsorm water at drains near site

OIL of construction.At accident location No. ofvhenever required Samples 6 6

Operation Monitoring of turbidity and.ilt load in major water Covered in Engineering Costs

.______________ .___.____.__ odies along project route. _ _ _ -

Monitoring Costs 461,000

.rectin of oarNo.s ofrCovered insettlement 2000 28 Engineering Cost

PREVENTION OFRIBBON Operation Holding meetings for policy I

DEVELOPMENT akers and review meetings

with Revenue Department, No. of 5000 15 Covered inocal representatives, town- meetings Engineering Costs

tAlanning authorities, NGOs -

(B) Monitoring 461000

TOTAL COSTS (A) + (B) 23027600

TOTAL BUGETED COSTS with 5% contingency 24178980

ROUNDED-OFF TOTAL COSTS 24200000

Notes

This is a budgetary provision as a contribution towards the cost of barriers at sensitive locations after consultation to be

carried out by PWD with the owners of these structure and area for glazing is assumed as 20 Sq m per structure.

1: This includes additional trees required to achieve density of 200 trees per km with consideration for settlements.

2: The allocation for enhancemenits will be made once accurate measurements are available with the Engineer. The fundingfor these should be available from Contingency and rounding off. If required, the Engineer may request for additional fundsunder this head witlh the prior approval of the PWD.

3: Budget for training to drivers on road safety measures and training to construction workers on safe handling of animiialsand wild life found by chance has been covered under training cost separately.

Government of Unar Pradesh, Public Works Department, Lucknow, India 31

Project Co-ordinating Consultants (PCC) Services for Untar Pradesh State Roads Project

Envrormetal tmaagat Pban (Azamoarh-Phephna) ODV Consultwit BV

APPENDIX I

UST OF APPLICABLE MORTH CLAUSES PUBLISHED BY INDIAN ROADSCONGRESS, NEW DELHI, 1998

(Specification for Roads and Bridge Works)

Clause No. Title105 Scope of Work110 Public Utilities111 Precautions for Safeguarding the Environment112 Arrangement for Traffic during Construction119 Use of Surfaces by Constructon Traffic305 Embankment Cfonstruction306 Soil Erosion and Sediment Control307 Turfing with Sods

GoYeTmment of Uttar Pradesth, Public Works Departmnet, Ludunow, Inla 1-1

Projec Co-ordinatng CnsaAtarots (PCC) Services for U2ar Pradesti State Roads Project

^4,*,,0,,-, @e<a|a>0*- f ,8,, t,,,...a_e-.*a} ~~unv %w.ALN DV

APPENDIX II

PROCEDURE FOR SELECTION OF SrrES FOR CONSTRUCTION CAMPS

The Conbtactor will identify potential sites based on requirement of land area, accessibility,distance from stretch under construction, surface water sources, settlements, etc. Consultationfacilitated by loal NGO will be held on site and the perceptions/aspirations of local villagers andother stakehdders will be reorded. The Conbtctor will then select one site based on anaggregation of all these f,ctors and conditions imposed upon him by the EMP (induding minimumdistance aiteria) and forward the same for approval by the Supervision Consultant. TheContractor will confirm the registration of the land in the revenue records and provide evidence ofthe same to the SC for the selected site. The SC will approve the site after ascertaining that theConbactor has considered the views of the local people as well as satisfied all conditions of theEMP. A conceptual layout for the Construction Camp has been prepared and attached to eachEMP. Further details regarding these camps are available from Chapter 17 of the RAP. As part ofthe EMP, monitoring of the construfton camp sites has also been devised and formalised.

Government of Utar Pradesh, Public Works Department, Lud&ow, Inda 2-1Project C-ordinaung Consudtants (PCC) Seraes for Uttar Pradesh Stte Roads Project

APPENDIX III

MOU FOR THE PLANTATION SCHEME

Between the

Public Works Department & Forests Department

1. This Memorandum of Understanding is being signed by the Public Works Department,Government, Government of Uttar Pradesh (hereinafter referred to as PWD) and the ForestsDepartmnent (hereinafter referred to as FD), Government of for the cutting oftrees and subsequent compensatory plantation stipulated in the Indian Forests Act, 1980 andthe rules formulated under as part of the -- (Name of the Project) being undertaken

* with World Bank assistance. It covers the entire process of cutting and removal of existingtrees and the plantation of new saplings at a ratio of -: 1 as decided separately by the PWDand the FD.

2. The identification of the trees to be cut has already verified during the oint inspection of theoffidals of the PWD and FD on --. The btees been required to be cut have been markeddearly with a distinctive 'X' on them. Only such trees which have been marked as mentionedabove shall be cut for facditating the proposed project

3. The btees actting shall be carried out by the Forest Department (or its authorizedrepresentative) as per TIME SCiEDULE annex-a to this MOU as Attachment 1 and signedby appropriate offiials of both departments signifying agreement of both parties fdilowingdetailed discussions regarding the iiming of project activities of the PWD's implementationschedule and the availability of resourws with the FD.

4. The compensatory afforest3tion shall be caried out at the locations shown In the MAPannexed to this MOU as Attachment 2 duly signed by appropriate officials of bothdepartments signifying agreenent of both parties foilacing detailed dircussions regarding thesuitability of these areas for the proposed afforestation as proposed by the FD. Both partieshave satisfied themselves, before ielecrng areas outside the RoW, that all reasonable efforthas been made to acxxnmodate the samplings to be planted for compensatory plantationwithin the PWD's RoW.

5. It is further agreed thata. The PWD shall pay the ost of compensatory aforestaion at the rate of cost of 10

saplings induding the post-plantation maintenance activities for a period of 3 years,for each tree felled 100% In advance to the FD.

b. The dates agreed for afforestation as per Attadrment 1 referred to in item no. 3 ofthis MOU have been agreed upon taking Into consideration all the resource constraintsand possible delays except force majure. The FD shall inform the PWD regardingthe progres of the work regularty and in case of any anticipated lag from theproposeci schedule Immediately upon discovering the likelihood of such an event. Incase of such an unanticipated delay, the PWD shall retain the right top get thework done by an extemal contractor, chosen jointiy by the FD and the PWD.However, The payment to the contractor for the reminder of the agreed worksshall be made by the FD at such rates as may be agreed upon at the time, subjectto a maidmum of the prevailing rate of the FD for the works. In case the lowestquoted rate for the plantation exceeds the base rate of the PD for the works, thePWD will bear the remainder of the cost.

Govemmert of Uutar Pradesh, Public Woris Departnent, Luzduow, Ilrxa 3-1Project Co-ordinaurng Conitarts (PCC) Serva4 for Uetar Pradesh Stte Roads Project

6. It is hereby agreed that both parties shall put adhere to this MoU In good faith and try toresolve any differenoes in Interpretation amicably. In case of a continued disagreement, acommittee aonsisting of the Engineer-in-chief PWID, the Prinidpal Chief Conservator of Forestsand a third member, who will also head that committee will come to a final decision.

Signed on the ......... day of .. (Month)of ..... (Year)At ..... (Piace)Signed by.............................................. ................................................................................

(Name of the Project Director) (Name of CCF)Project Director ........................... Sodal Forestry DivisionFor Public Works Department, For Forests Department,Government of Uttar Pradesh Government of .

GCroTem t d Uttar P , Public works DepartTent, Lucdnow, IndaProJect Ca-ordinating CaruArts (PCc) Services for Uttar Pradesh State Roads Project

Attadiment

MoU between the Public Works Department and the Forests DepartinentFORM A

Time Schedule of Deforestation Activities

[S.No. | SCnetdh I Activity f Start Date End DateI ~~I(Chainage) III

Start End1. Idenbfication and marbdng of

trees for cuttingCutting of trees markedCarting away of trunks, branches,etc.Removal of the stump and rootsystem from the groundCarting away of the stumps _Levelling and Grubbing of site

2. Identification and marking oftrees of cuttingCutting of trees markedCarting away of the btunks,branches, etc.Removal of the stump and rootysten from the ground _

Cartng away of the stumpsLevelling and Grubbing of site

3. Identification and marldng oftrees of cuttingCutting of trees markedCarting away of the trunks,branches, etc.Removal of the stump and rootsysm from the groundCatin away of the stumps l

_ Levelling and Grubbing of site l -

Note Add stretches as required to cover each route for its entire length.

Signed on the ........ day of .. (Month)of ..... (Year)At .................... (Place)Signed by........................................ ............. .....................................

(Name of the Project Director) (Name of CCF)Project Director ........................... Social Forestry DivisionFor Public Works Departrnent, For Forests Deparanent,Government of Uttar Pradesh Government of .

Govemment of Ltar Pradesh, Ptulic Works Departnent, Lucdnow, Inda 3-3ProJect Co-ordinaurng Cnsutarts (PCC) Servces for Uttar Pradesh Stlte Roads Project

Attachment 1 (contd.)

Form BTfrne Schedule for Reforestation Activities

S.No. | Stretch Acbvity Start EndI (Chainaqe) Establishment of ~ _______________ Date Date

Estalishment of N5umerlDigging of Nits_ _Planting of Seedlings _ _____ _-Watering __Mulching / Fertilizer addition, if required _Weeding, If required _Thinning, if required

2. Establishment of Nursery _ _

Digging of PitsPlanting of Seedlings _ _Watering ___Mulching / Fertilizer addition, if requiredWteeding, If requiredThinning, if required

3. Establishment of Nursery ________

Digging of PitsPbnting of Seedlings _WateringMulhing I Fertilizer addition, If required_Weeding, If required _ _Thinning, if rauired

Note: Add stretches as required to cover each route for its entire length.

Signed on the ........ day of ... (Mont) of ...... (Year)At .. (Pce)Signed by

...................................... ... ne.... .....................(Name of the Project Director) (Na o CCF)Project Director .................................. Social Forestry DivisionFor Public Works Departmnent, For Forests Department,Government of Uttar Pradesh Government of

G"'ent of Utr± Pradesh, Public Works Departnie, tlcKow, Inda 3-4Pweat col n Cortanft (PCC) servcs for uLtar radesh 9zte Roads Project

Attachment 2

Map showing Location/s of the compensatory Plantation for ................... stretch

Signed by..............................................

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

(Name of the Project Director) (Name of CCF)

Project Director ............................ Social Forestry Division

For Public Works Department, For Forests Department,

Government of Uttar Pradesh Government of.

Govnment of Uttar Pradesh, Public Worlc Deparbnent, Lucdnow, loc 3-5

Project Co-orinating co nitaaws (PCC) Services for UtaE P3a-5 Ste Roads Proje

APPENDIX IV

MONITORING STANDARDS

Ambient Air Quality (AAQ) Monitoring

Ambient air quality parameters reoommended for road transportation developments areRespirable Particulate Matter (RPM), Suspended Particulate Matter (SPM), Carbon Monoxide(CO), Oxddes of Nibtogen (NOx), HydroCarbons (HCG) Sulphurdioxide (SO2) and Lead (Pb).These are to be monitored at designated locations starting from the commencement ofconstruction activity. Data should be generated over three days at all identified locations inaccordance to the Natonal Anbient Air Quality Standards (Table 1 National Ambient Air QualityStandards). The location, duration and the pollution parameters to be monitored and theresponsible institutional arrangements are detailed out in the Environmental Monitoring Plan.

Table 1 National Ambient Air Quality StandardsResldenti

Tlie Sensitive indwt,ial a'Pollutants weaghd m A Rural Method or measureIent

_ _ ~~Area _ _ _ _

Sulphr Doidde (SO2) Annual* 15 pg/rn 80 pglrr 60 pg/rT3 Improved West and Gaeke~~~~method

24 hours* 30 ji -120 POO 90 j lubavilet fluoresonceOxkdes of Nitrogen (NO.) Anna& 15 pg/re 80 pg/rn 65 pg/m 3 acob and Hodieiser modified

(Na-Aseite method)

24 hmW* 30 p/rr? 120 Sm 91 p/ml Gas phase ChenimkncerceCarbon Monmdde (CO) 8 hours* 1000 pg/nt? 5000 po/lre 2000 pg/Wm Non spershve infrared

1 ho1r 20 pg/ 1000 AIno 4000 p-n/l sp aLead (Pb) Annut o50 pqm 1.09/m 0.75 p:n- MA S Mehod 24 hours after

24 hour* 0.75 po/m 1 pg/rn L.00 pg/mn samqV ushg EPM 2p000 or

P0spirable ParAate so pg/n 60 pg/rm3

(RPM)- Skze kss than 10 pm 24 hous ^75 150 pg/n' 100 pg/rn _Suspee Pauatae Atuale 70 Averag360 err? U1 prr Aage fbw rate not less thanMatter (SPM) 24 houas< 1 or I 500 1I. 200 pg/n Z 11 cum / mhise

So:w Anon 1D-7X, NAUem AmhJ.t Air Qualt NoisYng Sere X4QKS/a/1&Z6-V7, Ce"ralPo p ldmL

'AiowgeArWmnetk mean of avhAava 104 mlmwaw tin a rwar ke, bfr week 24 hourty a! &wfformkItOrL

"-24 hmudl how*y v&A easlddm et 98pta the time In a yer

Water Quality Monitoing

The physical and chemical parameters recommended for analysis of water quality relevant toroad development projects are pH, total solids, total dissolved solids, total suspended solids, oiland grease, COD, chloride, lead, zinc and cadmium. The location, duration and the pollutionparameters to be mnonitored and the responsible institutional arrangements are detailed in theEnvironmental Monitoring Plan. The monitoring of the water quaity is to be carried out at allidentified locations in accxrdance to the Indian Standard Drinking Water Spedfication - IS10500: 1991 (stated in Table -2)

Govmmert of Ltta Pradesh, PuAIbc Works Oepartnert, Lutxow, Inca 4-1Project Co-ordinrfng corsutart (Pcc) Swees for uttar Pradesh State Roads Project

Table -2 Indian Standard oDnking Water Specification - IS 105W0:1991

;undesirUble Effect 'Metiods ofSt Sbstance or .nt I Outside the - Test Rdf. To RemarksNo CharmcteIstk (Derable. Dara_ble Um _t _ _S)

ESSENTIAL CHARACTERISTICSI fobour,Hazen , 5 Above 5,conxner ! 25 3025 (Part 4) j E,w ded to 25 orly if*s,? Max- aceptanc deaeases I 1983 , xic-sustadces are

; ..t gpected, in. ' , t absence of altenate

.sources2 Odour Unobjecdonr- - - 3025 (Parts 5): 1984 a) Test cold and wheni able ; ! .heated, : ' i b) Test at several:__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ L j d il tioo s

3| Taste Agreeable ;3025 (PaRt 7 and 8) Test be c*nducted1984 only after safety has. ~~~~~~~~~~~~~been estbished4 Turbicity NU 5 .Above 5, cosumer 10 3025 (Part 10)Max '. acceptance deaases 1984 _

5 pH Value 6.5 tD 8.5 Bc yond this range, the No 3025 (Pa.R 11) j-water will affect te relaxaiton, 1984

i , ~~~~~~a.nd/or= water supply

6 Total hardness (as 300 EnautaUon h war 600 3025 (PaRt 21)CaCO) mq/l, " Supply strudue and 1983ladese alS n

7 Iron (as Fe) mg/l, 0.3 BendthS limit 1 132 o 3025: 1964. t ~~~~~~tasb/perc .area,Teded, has adverseefe an domesuices aid water sp4ply

,sbAudueS1 and. o e Irn bacte _ ___l8 Chlorles (as CQ) 250 Beyon d t * tt.n 1000 3025 (Part 32)ng/, MaMr t tac coxomson and 1988IpalatLy are affed _.9 Resdual, free 0.2 - 3025 (Part 26) To be applhiale onlycdhlrine, g/, Mb 1986 when waer Is

dilordnsd. Tested atoranrjer end. Whenproxtcbton agaldrti4ral Infction isrequired, It shld be

DESIRALE CHARACTERISnICSDissolved solids 500 Beyond ttis 2000 3025 (PaR 16)O, mar, pAat"ity deavaaes 1984!anld mTay cumJS gastroI

.________ _rtes_na I I l,r Iritation I2 CalcIum (as Ca) 75 Encrustation Ih water 200 3025 (Part 40) jUXg/I, Mar suppy struture and 11991

adverse efects on_____ .__ domnic use

3 Magnesium (as 30 j uaton to water 100 j16,33,34 ofIS -Mg), mg/, Max !pSUly stbuctLre afnd 13025: 19644 C C) _ adverse effects on{ ~ ~ ~ ~~~~~~ domibestic uese

4 jCop (as C f) 0.05 Astrnert taste 1.5 36 of 3025: 1964 -|mg,A, fiar I discoloration anad cor- Irosion df pipes, fittingand ubanlis wig be

{ ! : ~~~~~caused beyonad ths | S Manganese (as | 0.1 Beyond tNs limit 0.3 35 of 3025: 1964Mn) mg/A, Mdrs' taste'appearancee are

affected, hias adverseeffects on domestic

I. i !tcses and waer supyl I I

Govenmet of lUttar Pradesh, Public Works Department, Ludckow, Indc a2Project Co-Ordinating Consultants (PCC) Services for Ubttr Pradesh State Roads Project

Rquiarem undesrble f.ect | Methods at intutdd tes fR fTo Reak

No C =a=dkz (Deosrable DesTrable it s)Umit) :_ _ _ _

_ _s_ .uctures _ -6 Sutphate (as 200 | 200 Beyond th ses 400 13025 (Part 24) 1986 May be eteed upS04) fm/t, Ar I gastro Intetnal lrrit ; to 400 pded,W (as,O~) mg/I, :ar bon when magesium, Mg) does not exceed

_______ I__ ' or sodum are p nset ! _ 1 307 Nit (as NO2) 45 a B n s, *W 100 3025 (Part 34) 1988

mg/i, .V' dthi 3025me (Paogbtn3)ia8 tFluoide (as F) 1 FliLde may be kept S 23 of 3025: 1964

mg/F, ,a as low as possible.High fltu-ide may

_- ___ .scause fluorosis K-- .9 PheaclIc 0.001 Beyo ts,,tmay i 0.002 5 54 of 3025: 1964

compouaids (As c objectinable IC6HsOH) mg/l, taste and odotr

10 Merazry (as Hug) 0.001 Beyord th,s, the water No i (see Note) Mercury To be tested whenmgA, t" i becomes todc rdlaxation Ion analK_r polluton is s!pected11 Cadmiun (as Cd), 0.01 I Beyond this, the water No (See note) To be tested whenmg/l, Mar beommes toxk_ _t_ Ipollution is suswected12 Seknicum (as Se), 0.01 j Beyond tNs, the waer No 28 o 3025: 1964 To be tesW wtienmg, M beaxnes toidc raxation,j polutt,on IS sped13 Arsernc (As As) O.OS Beyond tNls, the water N,o 1, 3025 (PaK 37) 198.8 To be tested whenmq/ mar bemmes tD_dc rel ax!_o npo_ution is suspeted14 Cyanide (As CN), 0.05 i Beyond thts Imt, the No 3025 (Part 27) 1986 To be tested whenmgfi, MA _ _ water beoomes totdc reaxation pollutlon is s used15 Lead (as Pb), 0.05 | Beyod this lUntk the No (see note) To be tested when.mrgi, Af;r I water bewmes ttdc relaxaton polut,on is ssected16 Zinc (As Zn). Mg/l, 5 I Beyond is li it it 15 39 of 3025: 1964) To be tested when

Mar cause asrnget taste polludon Is suspected._ _and an opalesoce In_ . | ~~~~~~water

17 AnionIc d dgo - 0.2 , Beyond ts ulmt it c 1 Methviye-blue To be teb when(As MBAS) ng/l, caue a Uight (rth In exaction method pogution is sispecuedMa __ , water

18 Chaiuia n (As 0.05 May be wdnogenic No 38 of 3025: 1964 To be tested when) aboMav_ e thes IL-it reLaffon_ pollution is suspected19 Pol nucdew May bee carcogei

ar c above ttis lmIbthffqixarbons (as

IPAH) g/1,M I20 Mnrai od mg/, 0.01 I Beyond tis limt ue- 0.03 Gas

MAr Idesirable tase and Chromatographcjodotr aer dxibna- methodt tion take place

21 Pestiddes m.,1, Absert To,dc 0.001 T22 Radioactive materials: ;- '58 of 3025:01964 i -23 a) Alpha enitters - - 0.1Bq/l, Mx r _ _ .24 Beta eriters pci/i 1 ---

iax i25 AiumIniu,n (as A,), 200 Beyond this limit taste 600 ' 13 of 3025:1964 -_ mg/i, _ becomres unpleasarnt _ _26 Akumlnlarn (as 0.03 Cumulative effect is ! 0.2 31 of 3025: 1964 -AlN, mg/A, Max I reported to cause

_ Idemen _ _ i ___I Isa I27 Bo-ron, mf---, -| 1 29of 3025: 1964 I

Sobr: Indian .QandardtDiinlng WatarSpedlcatior-ISIOSOO:1951

Government f ULttr Pradesh, Public Works Departnt, Ludcuow, IrdaProject Co-vrdinating Consultarts (PCC) Services for Uttar Pradesh State Raads Project

EinonmeritaMaagemet Flai (Az&rqarh4%VhIa) Di Consitar Bv

Noise levels MonitoDring

The measurements for monitoring noise levels would be carried out at all designated locationsin acxrdance to the Ambient Noise Standards formulated by Central Pollution Control Board(CPCB) in 1989 (refer Table-3) Sound pressure levels would be monitored on twenty-four hourbasis. Noise should be recorded at a 'A' weighted frequency using a * slow time responsemode" of the measuring instrument The location, duration and the noise pollution parametersto be rmonitored and theresponsibleinstitutional arrangements are detailed in theEnvironmental Monitoring Plan (Table-3 Noise level standards (CPCB).

Table-3 Noise level standards (CPCB)

Nolse level for Noise level forKm. Day Night Time

Indusrial area 75 ' 70

CofuTerdal area 65 55

Residentia area 55 | 45Senoe zone so 40Day tme - 6.X an - 9.X pm (IS rows)Nlg/t lime - 9.XPM - 6.Wam (9hOc,3)

Goenft of fUtar Pradesh, Puilc Works Departrnent, Ludc , Incda 4-4Project Co-ordinartng Congits (PCC) Selces for IJtar Pradesh State Roads Project

Environffwn,al Managementt Fan Azarisgauh -Phephl DHV Consultants BV

October 2003

Appnedix V REPORTING SYSTEMCl: Construction camp and storage areaConstruction 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 (decided by PP.) of establishing camps as

Camp no.WC

Location of Camp (km_ Package )

S.No Item Unit Details Remarks by SC,if any

1 Detail of item campa Size of Camp mxm

b Area of Camp sq.m

c Distance from Nearest Settlement. ~~~~~~Type/Size/Capacit

d Distance from Nearest Water Source y/Present

_ _ _ _ ~~~~~~~~~~~~~~Use/Ownership _

Date of camp being operational dd/mn/yyPresent land useNo other trees with girth > 0.3m.

e Details of Storage area(Availability of impervious surface) mxm

f Availability of separate waste disposal from storage area Cum

2 Details of toposoil stackinga Quantity of top soil removed sq.m

Describe stacklingb Detail of storage of topsoil arrangement

3 Details of workforcea Total No of Labourers nos .

b Total no of Male Workers nos

c No of Male Workers below 18 years of age nos

d Total No of Female Workers nos

e No of Female workers below 18 years of age nos

f No of children nos

4 Details of dwelling units _ .

a No of dwellings/huts nos .

b Minimum Size of Dwelling__ mxm

c No of openings per dwelling nos

d Minimum size of opening mxm

e Walls specifications

f Roofing specifications

g Flooring specifications

h Drinking Water Tank specifications

i Capacity of Drinking water Tank cum

j Size of Drinking Water Tank mxmxm

k Total no of WC nos

I No of Wcs for female workers nos

m Minimum Size of WC mxm

n Total No of Bathrooms for female workers nos

o Size of septic tank for WC/Baths mxmxm

p Capacity of Water Tank for WCs/ Bathrooms and general purpose

q Fencing around camp Y/N

5 Details of facilities _ _

a Availability of security guard 24 hrs a day Yes/No

b Details of First Aid Facility Yes/No

c Availability of Day Care Centre Yes/No _

d Availability of duct bins (capacity 60 lIr) nos

Certified that the furnished information is correct the quality of work is as per god practice and all relevant information as required is attached

Project Engineer(Supervision Consultant)

(Contractor)

t - ~ . .o_*X_.A ......A,. D I1: ,,1Xe rIanosesnwe. . v India

,,,,.,,. 4 w-o-b¢ir.. | i,.r, j -DHV Consullants BV

JC2: POLLUTION MONITORINGI

IConstruction Stage: Report -Date Month Year-(Locations at which eon ducted as per EMP)

[ 1 I I [ _.__C_ Completion arget

S.No Chainage Decatison Muatonitorin Intues Target Date of Completion Reason for DelayAir I ______Location Monitoring U Date if task completed -tif any

Air Monitorins!

Water Monitoring

2-1 1 1 -9Soil M torint _ __=

4-L I_ _ *_ _ _ I I___ =_ _ _ _

Noise Mnltorlng .

Certified that the Pollution Monitoring has been conducted at all the locations specified in the EMP and as per the directions ofthe SC

Project Engineer Contractor(Supervision Consultant)

Governent ad Utar Pradesh. Public Works Department. Luckrow, IndiaProject Co-ordinatirn Consultants (PCC) Services for Uttar Pradesh State Roads Project -2

Environ.m2ntal Management Plan (AznaPC.P hephna) xu DH iaConsutants;BV

MR.- . - .;.I .: EQ ROAD, -.- .:P*N -A ION

All land, w Works to be as per I'dsbape6 Plan ; , .-

Construction Stage: Report -Date__Month_ Year_

-~ - -

S. No. Landscape Trees along roadside Trees on Shrubs in_____ (Km-Kmn) footpath median(Km-Km)___ 1st row 2nd row 3rd row

Government of Uttar Pradiesh, Public works Department, Lucknow. IndiaProjeCt Co-ordinating Consuitants (PCC) Services for Uttar Pradesh State Roads Project

5-3

Environmental Managemnent Plan (A-arMgarh-Phephna) DHV Consultants BV

C4: CLEANING OF WATER BODIES

Construction Stage: Report -Date Mon1h .Year

Completion TargetS. Location/ Side(N/S) and

No. Chainage Dist from CW(m) Target Date Date of Completion Reason for Delay ifTarget Date if task completed any

4, _____.__- __ l4

56 .

1 1 .__ _ _ _ _ _ _ _ _ _ _ _ i__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _12 _.13.14 _ _ _ __ ___ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Project Engineer(Supervision Consultant)

Government of Uttar Pradesh, Public Works Oepartment, Lucknow, IndiaProject Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

5-4

10:POLLUTION MONITORING

1Operation Stage: Report -Date Month YearLocatmons at which ffonitoring to be conducted as per EMP)

Completion Target 1S.No Chainage | Details of Duration of Instruments Target |Date of Completion| Reason for Delay

| oce.ion Monitoring Used Date if task completed if any

Air Monit orin1II2

Water M nitoring1 _ _ _ I I

-3 1 __ _ _ __ _ _ : _ __ __

Soil Mo Itori,ng _

Noise Monitorn

2 1 1 _ ___ _ _

Certified that the Pollution Monitoring has been conducted at all the locations specified in the EMP and as per the directions ofthe SC

Project Engineer Contractor(Supervision Consultant)

Government of Uttar Pradesh. Public Works Departrewnt, Lucknow. IndiaProject Co-ordinating Consultants (PCC) Servicesfor uJttar Pradesh State Roads Project 545

02: SURVIVAL REPORTING OF ROADSIDE LANDSCAPING

Operatlon Stage: Report .Date_Month_Year__

Lanidscape Roadside trees Shrubs in Median Turfing on Medlan Turning on Embankmen'Section

S.No. - - _____ ___ ___ __________1____

Total Trees Ttl Total Total Area Toa ufdTotal Area Toa u IdKm-Km Planted Total Surviving %0 Survival Shrub Surviving % Survival area % Survival area % SurvivalPlanted Is Survivlng ~~~~~~~~~turfed(sqm) suvvigturfed(sqm) suvinnos nos nos n os nos nos __OS nos

- ______ _ -______ ________ _______ ________ - _______ ______

_~_ _ _ _ ____ __ __

0~~~~~~~~~~~~~~~~~~~~_________ I I I I.-

Certified that the turished information is correct

Project Engineer(Plu)

_ _ _ _ _ _-

Gowrnrnent of Uttar Pradesh, Public Works Ospartment, Lucknow. India

cL,uvIlelUeidtd Mdnagemnent rian (^zarngarn--rnepnna) DHV C.onsultants BV

03: CLEANING OF WATER BODIES

Operation Stage: Report -DatetMonth_ Yar_Yea_

Completion Target

S. No. Location/ Side(N/S) andChainage Dist from CW(m) Date of Completion Reason for Delay if

. Target Date if task completed any

4 . _-G56_ _ _

7~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-

6 8_ _ _ _ _ _ _ _ _ _ _ _ _ _

7 _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _

8 10_ __ _ _ _

Project Engineer(Supervision Consultant)_________

Government of Uttar Pradesh, Public works Department, Lucknow, IndiaProject Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project57

Ern* omveti Ma_gwt Pbn (AmKarrPhePh"la) DHV CAtitS BV

APPENDIX VI

SPECIFICATIONS FOR ENVIRONMENTAL MANAGEMENT WORKS

1 Clearing and Grubbing

All site dearance works shall be done as per section 200 of MoRTH specifications for Road andBridge Works.

2 Earthwork

All excavation, disposal, filling and related works shall be as per section 300 of MoRTHspecifications for Road and Bridge works.

3 Materials

All materials used in environmental enhancement works shall be as per section 1000 of MoRTHspecificabons for Road and Bridge works.

4 Bncks Work

All Fklckwork Induding Laying, jonting finishing of onts, curing, scatfolding etc shall be as pershall be as per section 1300 of MoRTH specifications for Road and Bridge works.

Brick paving / Flooring

The preparation of base concrete for laying bricks shall be as per section 409.3.3 and brickspaving shall be done as per dause 409.3.4 in all respects except that bricks shall be used.

5 Stone Work

All stone masonry work shall be as per section 1400 of MoRTH specifications for Road andBridge works.

6 Concrete Worik

All concrete work induding size and grading of material, admixtures, stacking of materials etcshall be as per section 1700 of MoRTH specificabtons.

7 Cement Concrete Tile Floonng/ Paving

The base for laying the concrete flooring/paving, size of cement conaete tiles/stone slab shallbe as per section 409 of MoRTH specification for Road and Bridge works.

8 Formwork

All formwork shall be as per section 1500 of MoRTH specifications for Road and Bridge works

Goverment of IW Ptadesh, Pubzlc works Oepartment, uxdkn, Inda 61Project Co-ordinatinr Cifxiants (PCC) Services for Uttar Pradesh State Roads Poject

9 Cement Plastering

All cemfent plastering works and finishing of surfaces shall be done as per section 1312 ofMoRTH specificaffons for Road and Bridge works.

10 Gabion Structures

All Gabion works shall be done as per section 705 of MoRTH specifications for Road and Bridgeworks.

(a) FootpathsMaterial and Construction of Footpaths shall be as per section 409 of MoRTHspecifications for Road and Bridge Works.

(b) Cement Conaete Kerb And ChannelsMaterial and Construction of all cement concrete Kerb and channel stones shall be as persection 408 of road MoRTH specifications for Road and Bridge works.

11 Railing

Section for the railing shall be square pipe section as per detailed drawings. The railing shall beas per section 808 of MoRTH speifications except that the railing section shall be square andas per the detailed drawing for the same.

12 Horticultural And Landscaping Works

(a) Scope

Contactor to fumish all materials, labour and related Items necessary to complete thework Indicated on drawing and specified herein.

b) Materials

Plant MatefalSPlant Materias shall be well formed and shaped true to type, and free. from disease,insects and defects such as knots, sun-scaled, windbum, injuries, abrasion ordisfigurement.All plant naterials shall be healthy, sound, vigorous, free frc,n plant diseases, insect'spests, of their eggs, and shall have healthy, well-devebped root systems. All plants shallbe hardy under dimatic conditions srimiar to those In the locally of the project. Plantssupplied shall to confirm to the names listed on both the plan and the plant list. No plantmaterial will be accepted if branches are damaged or broken. Al material must beprotected from the sun and weather until planted.Any nursery stock shall have been inspected and approved by the EnvironmentalSpecialist of the Engineer.AJl plants shall conform to the requirerments specified in the plant list. Except that plantslarger then specified may be used if approved, but use of such plants stiall not increasethe contract price. If the use of the larger plant is approved, the spread of roots or ball ofearth shall be increased In proportion to the size of plantDeliver plants with legible identification labels.

Gove-rent of Utta Prades PtiBc Wofks Departmert, LUdmo, Incla 6-2Project Co-ordirnung connit (PCC) services for Uttar Pradesh State Roads Project

Enrroinental Maagenet Plan (AamVarh-PutM) DHV CwWsuI BV

Top .11 (Good Ear,)

Topsoil or good earth shall be a friable loam, typical of cultivated top soils of the localitycontaining at least 2% of decayed organic matter (humus). It shall be taken from a well-drained arable site. It shall be free of subsoil, stones, earth skids, sticks, roots or anyother objectionable extraneous matter or debris. It shall contain no toxic materied. Notopsoil shall be delivered in a muddy condition. It shall have pH value ranging between 6and 8.5.

Fertiliser

Measurement of sludge shall be in stacks, with 80/o reduction for payment. It shall be freefrom extraneous matter, harmful bacteria insects or chemicals. (Subjected to safetynorms).

Root System

The root system shall be condudve to successful transplantation. While necessary, theroot-ball shall be preserved by support with Hessian or other suitable material. On soilswhere retention of a good ball is not possible, the roots should be suitably protected insuch a way that the roots are not damaged.

Condiffion

Trees and shrubs shall be substantially free from pests and diseases, and shall bematerially undamaged. Torn or lacerated roots shall be pruned before dispatch. No rootsshall be subjected to adverse conditions such as prolonged exposure to drying winds orsubjecon to water logging between lifting and delivery.

(c) Supply and Substitution

Upon submission of evidence that certain materials induding plant materials are notavailable at time of contract, the contractor shall be permitted to substitute with anequitable adjustment of price. All substitutions shall be of the nearest equivalent speciesand variety to the original specified and shall be subjected to the approval of theLiandscape Archtect

(d) Packaging

Padcaging shall be adequate for the protection of the plants and such as to avoid heatingor drying out.

(e) Marking

Each specimen of tree and shrub, or each bundle, shall be legibly labelled with thefollowing particulars:o Its name.o The name of the supplier, unless otherwise agreed.o The date of dispatch from the nursery.

(f) Tree Planting

Plnts and Shn,bs

Trees should be supplied with adequate protection as approved. After delivery, if plantingis not to be carried out Immediately, balled plants should be placed back to back and theball covered with sand to prevent drying out. Bare rooted plants can be heeled In byplacing the roots In prepared trench and covering them with earth, which should bewatered into, avoid air pockets round the roots. Trees and shrubs shall be planted asshown In architectural drawings and with approval of site supervision engineer.

Govemment of Uttar Pradesh, Pubiic WorI Departnent, LudWn, Irda 6-3Project Co-odinaurng consftnts (Pcc) Services for uRtar Pradesh State Roads Prject

Dlgging of Pits

Tree pits shall be dug a minimum of three weeks prior to backfilling. The pits shall be120 cn in diameter and 120 cm deep. While digging the pits, the topsoil up to a depth of30 cn may be kept aside, if found good (depending upon site conditions), and mixedwith the rest of the soil.

If top soil is not suitable, it shall be replaced with the soil mixture as spedfied furtherherein. If the soil is normal it shall be mixed with manure: river sand shall be added tothe soil if it is heavy.

The bottom of the pit shall be forked to break up the subsoil.

Back Filling

The soil back filled watered through and gently pressed down, a day previous to planting,to make sure that it may not further settle down after planting. The soil shall be presseddown firmly by bteading it down, leaving a shallow depression all round for watering.

P/anting

No tree pits shall be dug until final tree 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 trees at the original soil depth; soil marks on the stem is an indication of this andshould be maintained on the finished level, allowing for setting of the soil after planting.AJl plastic and other imperishabie containers should be removed before planting. Anybroken or damage roots should be cut back to sound growth.

The bottom of the planting pit should be covered with SOmm to 75mm of soil. Bare rootsshould be spread evenly In the planting pit; and small mound in the centre of the pits onwhich the roots are placed will aid on even spread. Soil should be placed around theroots, gently shaidng the tree to allow the soil particdes to shift into the root system toensure dose cDntact with all roots and prevent air podcets. Back fill soil should be firmedas filling proceeds, layer by layer, care being taken to avoid damaging the roots, asfollows:

The balance earth shall be filled In a mixture of 1:3 (1 part sludge to 3 part earth byvolume) with 50 gm potash, (Mop) SOgms of Super Phosphate and lKg. Neem oil cake.Aidrin or equivalent shall be applied every 15 days In a mixture of Smi in 5 litres of water.

Staking

Newly planted trees must be held firmly although not rigidly by staking to prevent apocket forrning around the stem and newly formed fibrous roots being broken bymechanical pulling as the tree rodcs.

Methods:

The main methods of staking shall be:

(a) A single vertical shake, 900mm longer than the dear stem of the tree, driven600mm to 900mm into the soil.

(b) Two stakes as above driven firmiy on either side of the tree with a cross bar towhich the stem is attached. Suitable for bare- rooted o. Ball material.

(c) A single stake driven in at an angle at 45 degrees and leaning towards theprevailing wind, the stem just below the lowest branch being attached to thestake. Suitable for small 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.

60ffent Or futw Pradesh, Ptbc works Deparbnent, Led. ow, Inda 6-4Project Coordiraung Corwutts (PcC) Serces for Luttar Pradesh State Roads Proect

-__ * _-Ss ..ri..e {e oigg~em-rImfdJ DHV Constaints BV

The end of stake should be pointed and the lower lm to 1.2m should be coated with anon-injurious wood preservative alkowing at least 150mm above ground level.TyingEach tree should be firrnly secured to the stake so as to prevent excessive movement.Abrasion must be avoided by using a buffer, rubber or 1essian, between the tree andstake. The tree should be secured at a point just below its lowest branch, and also justabove ground level; normally two ties should be used for tree. These should be adjustedor reolaced to allow for groh.

Watering

The Landscpe Contractor should allow for the adequate watering in of all newly plantedtrees and shrubs immediately after planting and he shall during the foilowing growingseason, keep the plant material well watered.

Fertilifing

Fertilising shall be carried out by applicaton in rotation of the following fertilisers, every15 days from the beginning of the monsoon till the end of winter:(1) Sludge or organic well-rotted dry farm yard manure: 0.05 cum or tussle.(2) Urea 2S gm.(3) Arnrnonium sulphate 25 gm.(4) Potassium sulphate 25 gm.All shrubs, which are supplied pot grown, shall be well soaked prior to planting.Watering in and subsequent frequent watering of summer planted container- grownplants Is essential.

(g) Shrub Planting In Planter Beds

All areas to be planted with shrubs shall be excavated, trenched to a depth of 750 mm,refilling the excvated earth after breaking dods and mbdng with sludge in ratio 8:1 (8parts of stacked volume of earth after reduction by 20%: 1 part or stacked volume ofsludge after reduction by 8%.)

Tall shrubs may need staking, which shall be provided if approved by the contractingconsulting engineer, depending upon the conditions of indMdual plant specimen.

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 shall be planted s'ould be marked out in accordance with thearchitectural drawing. When shrubs are set out, precautions should be taken to preventroots drying. Planting holes 40 cm in diameter, and 40 cm deep should be excavated forlonger shrubs. Polythene and other non-perishable containers should be removed andany badly damaged roots carefully pruned. The shrubs should then be set in holes sothat the soil level, after setdement, will be original soil mark on the stem of the shrub.The holes should be back filled to half of its depth and firmed by treading. The remainderof the soil can then be retumed and again firmed by t-eading.

(h) Grassing

Preparation

During period prior to planting the ground shall be maintained free from wedds. Gradingand final weeding of the area shall be completed at least three weeks prior to the actualsowing. Regular watering shall be continued until sowing by dividing the area intoportions of approximately Sm squares by constructing small bunds to retain water. These

G movment of utar Prades, PubIc Works Depatnent, LLdknow, Irda 6-5Project Co-ordinafrng Csls (PCC) Serces for Ltar Pradesh Sate Roads Project

rdwomenaEta panganz nan (Azaiamgai'nePrna) DFV Constltans Bv

'bunds! shall be leveled just pilor to sowing of grass plants; it shall be ensured that thesoul has completely seWted.

Soil

The soil itself shall be ensured to the satisfaction of Landscape Architect to be a goodfibrous loam, rich in humus.

Sowing the grass roots

Grass roots (cynodon, dectylon 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 shall be manually deared of all weeds and watersprayed over the same after keeping the stock in place protected from sun and drywinds.

Grass stock received at site may be stored for a maximum of three days. In case grassingfor some areas is scheduled for a later date fresh stock of grass roots shall be orderedand obtained.

Execution

Small roots shall be dibbled about 5 cm apart into the prepared grounds. Grass will onlybe accepted as reaching practical completion when germination has proved satisfactoryand all weeds have been removed.

Maaintenance

As soon as the grass is approximately a 3cm high it shall be rolled with a light woodenrotler - in fine, dry weather - and when it has grown to 5 to 8 cm, above to groundweeds must be removed and regular acting with the sc,te and rolling mustbe begun.A top-dressing of an ounce of guano to the square yard or well decomposed well brokensludge manure shall be applied when the grass Is sufficiently secure In the ground tobear the moaing machine, the blades must be raised an Inch above the normal level forthe fir* two or three cuttings. That is to say, the grass should be cut so that it is from 4to 5 cm in length, instead of the 3 cm necessary for mature grass.In the absence of rain, in the monsoon, the lawn shall be watered every ten days heavily,soaldng the soil through to a depth of at ieast 20 cm.

Damage failure or dying back of grass due to neglect of watering especially for seedingout of normal season shall be the responsibility of the contractor. Any shrinkage belowthe specified levels during the contract or defect liability period shall be rectified at thecontractores expense. The Contractor Is to exercise care in the use of rotary cultivator andmowing 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 andsodden.

Edging

These shall be kept neat and must be cut regularly with the edging shears.

Fertiiswng

The area shall be fed once in a month with liquid manure prepared by dissolving 45gmsof ammonium sulphate in 5 litres of water.

Govermert o( Uttar Pradesh Publc Works Departnent Luudcnow, Inda 6-6Project Conang Consst3n (PCC) Services for utar Pradesh State Roads Project

Watering

Water shall be applied at least once in three days during dry weather. Wateringwhenever done should be thorough and should wet the' soil at least up to a depth of20 cm.

WeedingPrior to regular mowing the acntractor shall carefully remove rank and unsightly weeds.

(i) Maintenance

CultivaingThe Landscape Contactor shall maintain all planted areas within Landscape contractboundaries for one year until the area is handed over in whole or in phases. Maintenancesh-all ^-dude re't!;e'!ent of dead plants, watering weeding, cultivating, control ofinsects, fungus and other diseases by means of spraying with an approved insecticide orfungidde, pruning, and other horticulture operations necessary for proper growth of theplants and for keeping the landscape sub-contract area neat in appearance.

Pfruning and Repalrs

Upon completion of planting work of the landscape sub-contract all trees should bepruned and all Injuries repaired where necessary. The amnount of pruning shall be limitedto the necessary to remove dead or injured twigs and branches and to compensate forthe oss of roots and the result of the transplanting operations. Pruning shall be done insuch a manner as not to change the natural habit or special shape of trees.

Tre Guards

Where the tree guards are necessary, care should be taken to ensure that they do notimpede natural movenent or restrict growth. Circular iron tree guards shall be providedfor the trees at enhancoment ocations. The specifications for which one given below:

Circular Iron Tree Guard with Bars.

The tree guard shall be 50 cm. in diameter.

The tree guards shall be formed of (i) 3 Nos. 25x25x3mm angle iron verticals 2.00m longexaiuding splayed outward at lower end up to an extent of 10 cms. (ii) 3 Nos. 25x25mmMS flat drings fxed as per design (ill) IS Nos. 1.55 metres long 6mm dia bars. Each ringshall be In two parts In the ratio of 1:2 and their ends shall be tumed in radially for alength of 4 cm at whidh they are bolted togethr with &8nm dia and 30mm long MS boltsand nuts.

The vertical angle irons shall be welded to rings along the circumference with electricplant 15 Nos. bars shall be welded to rings at equal spadng along the drcumference ofring. The lower end of the angle Iron verticals shall be splayed outwards up to an extentof 10cm. The lower end of the flat of lower ring shall be at a height of 45cm. and upperend of the flat of top ring shall be at the height of 2.00 metres. The middle ring shall bein the centre of top and lower ring. The bars shall be welded to rings as shown in thedrawing. The entire tree guard shall be given two coDats of paint of approved brand andof required shade over a priming coat of ready mixed primer of approved brand.

(j) Nursery Stack

Planting should be caried out as soon as possible after reaching the site. Where plantingmust be a necessity and/or be delayed, care should be taken to protect the plants frompilfering or damage from people animals. Plants with bare-roots sthuld be heeled- in assoon as received or otherwise protected from drying out, and others set dosely togetherand protected from the wind. If planting Is to be delayed for more than a week,

Govmment of UMar Pradesh, Ptbac works Deparanent, Ludxno, Inda 6-7Project Co-ordira"g Con=itlts (PCC) SerW for Uttar Prade Sh e Road ProJect

packaged plants should be unpacked, the bundles opened up and each group of plantsheeled In separately and dearily labelled. If for any reason the surface of the rootsbomes dry the roots should be thoroughly soaked before planting.

(k) Protective Fendng

Aording to local environment, shrubs shall be protected adequately from vandalismuntil established.

(I) Completion

On completion, the ground shall be formed over and left tidy.

13 SPECIAL CONDITIONS AND PARTICULAR SPECIFICATIONS

1. Landscape Architect mentioned herein shall meanand/or any person nominated by him.

2. Wherever applicable, work shall be done according to CP.W.D. specifications, in vogue, at thetime of invitation of tender.

3. Water shall be made available, near the tube well at one point. Contractors shall make theirown arrangement for drawing water from there. Water charges at of value ofwork done shall be deducted from the contractors Bills.

4. If electricity is required for the works, the same shall be made available at one point within thesite of works, for which recovery @ Rs. per Kwh. Shall be made fromthe contactors bill.

5. The works induded in the schedule of Quantities Indude grassing as well as planting of treesand shrubs. 'Contractors' quoted rates shall indude execution of these works at different levelsand nothing extra shall be paid for any item, for working at these levels.

6. The Contractor (s) shall not be entitled to any compensation for any losses suffered by himand/or revision in the rates originally quoted by him.

(a) On acount unforeseen delay in commendng the work, whatever the cause of suchdelays be.

(b) On acount of reduction in the scope of work.(c) On account of suspension of work, or abandon after award of work.

7. The Conbractor shall provide all faclities to Landscape Architect / Project Engineer and / or hisauthorized representatives to make frequent inspection of their Nursery and ascertain theprocess / quality of various categories of bteesplants etc., grown by them.

8. Contractors' quote rate shall indude the cost of transportation of tools and plants to and fromthe site, sales tax, exdse duty, octroi, etc. It shall be dearly understood that no daim for anyextra payment on account of sales tax, exdsed duty, octrod etc., shall be entertained alter theopening of the tender.

9. The safe custody and up-keep of various categories of plants brought to site is the soleresponsibility of the conbtactor and he shall employ sufficient supervisory personnel to ensurethe safety of these items.

GvMIrment of uttar Pradesh, Putic Works Departnert, Ludcnow, Inda 6-8ProJect Co-ordinatrng Consts (PCC) SeS for Uttar Pradesh State Roads Project

Enineri Miagawst Plan (Azagrh-Phetvna) DWV onritadt BV

10. The site of work may be handed over to the contractors for shall work in phases, as soon as thesame are avalabie and the aontractor in tum shall work in these areas forthwith. Nothing extrashall be payabie for such phased execution of work.

11. While excavating / executing the work the contractors shall ensure that the existing cables /pipe lines / sructures / fittings are not damaged and if due to his negligence, these aredamaged, the same shall be set right with no extra cost to the dients.

12. The Contractor shall co-ordinate his work with other agencies employed by the Cients andensure that the work of other agencies are not hampered in any way during the duration ofcontract

13. The Contractor shall keep the site of works neat and dean during the execution of the work.Any debris found at or near the site of work shall be moved immediately as and when s.orequired by the landscape Architect I Project Engineer.

14. On completion of the work, the site of work shall be thoroughly deaned and all debris removedbefore the work is handed over satisfactorily.

15. The Conbtactors shall, without any additional dcarge to the dients, renew or replace any deador defective plants/grass and shall fully maintain the whole landscape for a period of 12 monthsafter the certified date of completion.

16. 'General condition of conbtact and standa,d conbtact Forms of shall also form part of theconbact

17. Trees shall be of minimum length as specified in the schedule of quantities and shall be straightand symmetrical with a crown and having a persistent main *em. The size of crown shall be ingood over all proportior. to the height of the tree.

18. Small trees and shrubs shell be well formed with the crown typical of the species or vatiety.

19. GENERAL REQUIREMENTS OF PLANTS:

(1) Plants shall be typical of their spedes and variety, well-developed branches, and wellfoliated with fibrous root system. Plants shall be free from defects and injuries. Plantsshall not be pruned before planting.

(2) Plants shall be free from defects and injuries.(3) Plants shall not be freshly dug and nursery grown.(4) Nursery grown plants shall have been at least once transplanted.(5) Bark shall be free from abrasion.

All trees, soon after planting, shall be properly supported with bamboo stocks to ensure theirsafety against winds or any other factor, which may affect it adversely.

20. PROTECTION OF 'TREE TO BE PRESERVED'

The contractor shall be responsible for the protection of tops, trunks and roots of existing treeson site. Existing trees subject to the construction damage shall be boxed, fenced or otherwiseprotected before any work is started.

21. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTIUSERS

EARTH: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum,shingles, rocks, stones, building rubbish and any other foieign matter. The earthi shall be freefrom dods or lumps of sizes bigger than 50mm in any direction. It shall have pH rangingbetween 6.5 and 7.5.

Goveret of utt PRadesh, Ptblic Works Departblent, Ludknw, Inda 6-9Project Co-cwdlning cornularrs (PCC) SerAces for uttar Pradesh State Roads Project

Environental Magewt Plan (AxamnaIPe#) DHV Consiivrt Ev

MANURE: Manure shall be of well-decayed organic matter obtained in dry state from the

Munidpal dump or other similar source approved by the Project Engineer. The rmanure shall be

free from earth, stone or other extraneous matter. Manure shall be sjpplied, at site well

screened.

FERTIUSERS: If the soil tests indicate pH value not as per the above specification namely

between 6.5 and 7.5, following measures need to be taken.

If pH exceeds 7.5, aluminium sulphate or equivalent fertilizer should be added at the rate 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 per cubic

metre to raise pH by one full point

Governrnat of Utar Pradesh, Public Works Departmert, Lucknow, Irda 6-10

PrOSect Co-ordinaung Cornstats (PCC) SerAces for Uttar Pradesh State Roads Project

ISTORE

N

CONSTRUCION PLNTS ()

VEHICLE WASHING

PARKING

I~~~~~~~~ II 1~~~~~~~~~~~~~~~~K(..

_ I

t | t i I ~~~~~~~STROiWATER iI

- ~ ~ ~~~~ -- - ---------

NOTES:

~~~~~~~~~~~~~~~~~~PROJECTNOTES:

Drawing No: 78-1 U1TTAR PRADESH STATE R t1)} FOLLOW WRITTEN DttMENSKONS ONLY. 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATEO I

_3) SITE SPFCIFIC CHANGES IF ANY. TO BE LAfDE ONLY ON APPROVAL OF SCALE. NTS TtTLE LAYOUT FOR CONSTRUd Of

THE ENGINEER

j

I

- - - - -

, SKWt .EDWORKERS WUNK

tC ' ~~31. . = 2 | oaE

jTI)R~~~~~~~~~~~~_1.

_ M w |- PAUG t HIN

1I I FTA~ CKAIN UNK IPLASTER | WKt WORKR _ P

DRAWtNG NOMESS T-5-.

C ON BRC fliC 3U HIGH,G BRICE W|L

LAO~~~~~~~~~~~~~~~~~~~~~~~~~~LA'IS

C E OILnINTERCEPTOWASHP PE

SEPER THE SPAWtNC T-1TOWAROS ROAD SOE DTCH

aH STATE RO sPROJECT-Il 1 Public Works Department, Govt. of Uttar PradeshMALE WORSCONSULTANCY SERVICES FOR

OR -OSTUCtONCAMP _,15wndalw BV j PRJET °CO ORODIRNATING COiSUL-TANTS ()SEVCS- LUCKNOW -INDIA

_ s ~~~~~~~4UOPtnReechGv.4Lt FUNDED BY TIHE WORLD BA~NI (L.oan No. 4114-IN)

I.I

STEPPED .CCESS AS PER DETAJIL T-5

PROPOSED PARKING SPACCEt

OF PROPOSED SOFT SHOULDER

DWARF FLOWERIHO SHRUBSALTERNATE LANTANA HI8ISCuL SPECIES

;( * i 2 ; ~~~~~~~~~~~FLOWERING SHRUBSXORA SPECIES @1M CIC EXISTING PEEPAL TREETO SITTING

AS PER TYPICAL DESIGN DETAIL TI3. TYPE-1

\ > - - ~SLORFACE W4ATER WL - ,

GR NOUWAX-1 - - _ -2.0 RL: _ - 7 PROPt:SED WASHING PLATFORM-1 SORL. - ] _ _ _ _ _ FOR Cr.MUNITY USERS

-1.L 7 _ P Nj;ID _ - AS PI.R TYPCAL DETAIL T-t

GULMOHAR TREES7 -JRI FORSA PER

CASSIA FISTULA S ECIES

~~~~~~1 C/C~~~~~~~~~~~~~~~~~~~~~6 /

.BRCK PAVED PATVAY * BRICK PITCHED EMBANKMENT(1.25M PAVED PAT VA > AT 1 2 SLOIP (REFER TYPICAL DETAIL T-2)

IX AND GULMOHAR TREES PAVING T-4. TYPE-4

RAILING ASPER

GROUND LVI SRI 1 1TYPICAL DETAIL 8 RICK PI'CHINGT-6~~~~~ T-6 1 ~~~SLOPE 12

X soco BRICK PAVING 755000 ~ ~ ~ ~ ~ -- SCALE:

SECTION A-A 0 .0 20 X0 40 SOn,SCALE 1:25

_- B _ ,__ ,

Public Works De'artment, Govt. of Uttar PradeshCONSULTANCY SERVICES FCR

DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTOR ENHANC,EMENT OF POND | HOaio nd Paets | PROJECT CO.ORDINATIN4:ONSULTANTS (PCC) SERVICES -LUCKOW - INDLA

Development Consutanris Ltd FUNDED BY THE WORLD 6A.'K (Loan No. 41144'.)

MOP Consuftmnts (Pvt.) Ltd.

! t;~~~~~~~~U ~ -i

.A I X

PJAN

LEGEND.- m -,ROW •.m

UTTAR PRADESH STATE ROADS PROJECT I li I NT Public Works DepartmefL Govt of Una Pradesh

I _ ~ CONSULTAMcY rw

23 _t bs ,,, ,i,-'. , FW No. DHV Cwm-8 V ecATc mpotnAgausm wmoV 90taBAM-Ac

2 _%ftf bo|X.4zw OW A to") .e o:onvn<Z-- _ ot nma A" . 1 Sc3.b wamm% WAMS eaww. ~ ~ ~ ~ ~ ~ Ehy 046P lM~~AOWL4~SVT!4AuAn?J

_1- wwoe aw_ Iom DU 11 A -"a _ s A w _ _WI

.0-c jx%n tZ0LLWV0"0 om"o a*3_rcw V-qM _WP 00 - 4n _GM _4 g t-~ -- ~ h~ p r au. pp~d .q ~ ewle __

4___d_jean___ -, ___ t_ _M_____nd [ -_-£)3rOud Sayou 3iv±S ms3ardd n

W > MOUj >W

-0-I

d ; e-t- ~~~~~-

----- - Om3

~~~~~~~~~~~II~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

N011335 -~~c

L~~~~~~~~~~~~~~~~~~~

JII Q L Cf e * Im c/C

IN~~~~~~~PA

-~~~~~~~~~~~~~~0

LEGE40 -

( svce rwa5 m <ROW <P09

UTTARPRADES STATE-ROADS PROJECT- 111 1Pu]icW o1sIaltGoUarPads

hor r | DHV ~~~~~~~~~~~~~~Ccnoutn BV IrArO r01 WF.ftr_n CLOPWker noMC. Aer. crO

I. to piaOLsd gua 2.&m o.: OW& --Rrw ~ b .W AW ^ of _,2 ._ I tg 1 M- (Trwu*¢oWersl .we

L ~~~ X_ ~ la _mb - ,

is"wea m d .Aw o.4 bs.mi "*G. b & ddI T4~SM

14000 cm isw 7~~~~~0000IM10 40

50~~ tX _t_X

I I _ _ 2 5%

'S0<- - - + _ _

_ t _ 0 =t _ <

LEGEND:- m ' ROW •.m(3 9WEZ TREES

P'rojectd1

UTTAR PRADESH STATE ROADS PROJECT -11 |[ i4 Public Works Department. Govt. of Uttar PradeshCONSU.TANCY SERVICES FOR

Notes:. ~ ,t t,* to se ~ao~ito~ iiee i.&,, O~fl1ConsuRai.S BV STATE ROM-NOS RAS1UJCPLM DEILOPIIEUT TEGCIIIS MA5TADZ PRDJCT_ tee X to b ld 1 1 of ona enF.No. WSLTMS (PCC) SERncES .uJOUlw .aM

2 -Afert IS S'et o" alb@ bee tod tiew 7-(d fl.94DE BY THE WOeD SA S-M.4404

L IS'S sloe. Is .'oSeba.. ,t .Is.tol . I IIm ~M* n 003ale.M*s ot-.; spcI.

4~~~~~~I F I I I'I° t

7)~' iIj lli[~ j I I I 3

___-~~''[(I -0T'10 1 1i

I~1 1X X I II II E

- ~~1< < X -. :1 U +- ---- I--- +-- F +---+-

'Jl'rv'-l-'l-t-' °X $ E

U

6000024000 0X 50 7000 Ism0 l00o0

0- 3 x 2 J 5,

SECTION

& t -- ----t -_____-X - -__ I _ _

_ i__

I~~~~~~~~~~~~~~~~~~I

PLANŽ

LEGEND.- , O ,

UTTAR PRADESH STATE ROADS PROJECT -ii NTS Public Works Department, Govt. of Uftar Pradesh______________ ~~~~~~~~~~~~CONSILATNCY SRIE ODW C4wAang BVsTATz RwAm *WRksymim mvELoPuENT Th0cmAL AssI3Amm OfJEcTNotes:. 1) No tZ iS t be i-o .. " . z.3- ato .466 1 i,. FIg PRtOJCT CO.ORflNAIN3 CONSdLAIJANS (POC) SERVICE&. LLOOXW. mA0

.h :z :m pC ig OW10bl.-3(l)tl MOP C-.Aft O-3 UL1-6 SPOC. is ~~~~~~'AbldD.C JE Fs S fl-wv4 o M,a*iGed44

EXISTING

PROPOSED BRICK PAVING AS PERTYPICAL DETAIL T-4. Type 4

NOTES PROJECT

1¶) FOLLOWt WVRITTEN ODIMENSIONS OSLY1) FLLO,iVRIT-EN(1,INSIOSOtLYOra.ng No 78-4 UTTAR PRADESH STATE ROADS PROJECT -2) ALL OIMENSIONS IN IM UNLESS OTHER%IVSE STATED_

O)NIT SP ECVA OFI C HA E ENG ANE TO ro E MADE ON LY SCTI_STLEONSITE SPECOAO THENGENIFANY. E SCALE. NTS DESIGN FOR ENt-ANCEMENT WELL ANO TEMPLE

00C

C)

EXISTING ASHOK TR E

PROPOSED CHABUTRA-AROUND EXISTING TREE

AS PER TYPICAL DETAIL- T-3, TYPE-2EXISTING CHABUTRA TO BEREINFORCED BY 100 TK P.C.C. LAYERSLOPING TOWARDS DRAINEXISTING WELL

PROPOSED CONCRETE BLOCKPAVING AS PER TYPICALDETAJL T-4. Type-3UE . a | :t . . t " {( \ )) 1 l | PROPOSED RAILING AS

U . § . 5 §5 . B lPER TYPICAL DETAIL T-6, .ype-3

S . 3E . 33 ;1 I 3E * * * . . 5 E I I I I 6

~~ TJJ ~~~~~Public Works Department, Govt. of Uttar Pradesh3E 3CONSULTANCY SERVICES FOR

DHV Consultants BV STATE ROADS INFRASTRUCTURE bEVELOPMENT TECHNICAL ASSISTANCE PROJECTHalciow and Partners POETC-RIAIGCNUTNS(C)SRIE UKO IEI

&kN TEMPLE Operation Research Group POETC-RIAIGCNUTNS(C)SRIE UKO NI

Development Consutants Ltd. FUNDED BY THE WORLD BANK (L No. 4114b1N)LIDP Consu|bants (Pvt.) Ltd. d

TURFED AREA WfrH FLOWRING SHRUBSLANTANA SPECIES Olm C/C

PAVING AS PER DETAIL T-4.TYPE-2-

RADIUS-6,

PAVING AS PER DETAIL T-4.TYPE-3 oD t 9

PROPOSED SHADE TREES AZADINACHTAINDICA & TAMARINDUS INDICA 01DM C/C -c )TO BE ALTERNATED

EXISTING TEMPLE COMPLEX W\ 2 \9 \V 7

EXISTING TREES w J - 9O JV

TREE SITTiNG AS PER DETAIL T-3,TYPE-2

BRICK PAVED PATHWAY AS PER DETAILT-4.TYPE-4

PROJECTNOTES DRAWING 78 5 UTTAR PRADESH STATE ROADS PROJECT -

1) fOLLOW WRITEN ODIENTIONS ONLY2) ALL DIMENSIONS IN LIM3) ANY CHANGES TO BE MADE TO BE APPROVEO

TITLEBY THE SUPERV1SION CONSULTANT SCALE I S.o DESIGN FOR ENHANCEMENT OF TEMPLE ANE

PROPOSED SHOLDER EDGE

FLOWERING TREES GULMOHAR,SALIX & AMALTAS 01Om C/C

- - - -- - - - - - --~~~~~E EXISTING

PBO0OSED-TEPOHJT - - - - - LIJ STRUCTURES

BLDG. _ _ _ _ _ _ _ . _ | > PROPOSED SHADE TREES

- - - - - - - -POND-A - - 5 - AZA DARICHATA INDICA &

f _ - _ _ _ _ _ _ _ O fS-\ TAMARINDUS INDICA- - _ _- _ _ _ _ _ _ , 01Om C/C

- _ - _ - _ - _ - _ _ _ _ PROPOSEDSLOPE PROTECTION______

- -~~~~~~~~ AT ~~1:2 SLOPE AS

DETAIL T-2. TYPE-4

j 2 2NGREEN

TURFRNG

SCREEING TREES ACACIANILOTICA 03m C/C

AD PROJECT 1I Public Works Department, Govt. of Uttar Pradesh

AD>PROJECT - II 1

CONSULTANCY SERVICES FORDHV Consultants BV STATE ROADS INFRASTRLUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTHalaow and Partners PROJECT CO-OROINATItNG CONSULTANTS (PCC) SERVICES -LUCKNOW - INDIA

01l ipmADO Consullants Ltd. FUNDED BY THE WORLD It.ANY (Loan No. 4114-IN)MOP Consullanis (Pvt.) Ltd.

1300 S X 750 1A

X~~~~~~~~~~( O F Well /

\X,< I~~~

I IANQ WASHING AREA

NOTES

PROJECT1) FOLLOW WRItTEN DIENSIONS ONLY UTTAR PRADESHSTATE ROAC

2) ALL OIENSKONS IN M3) SITE SPECIFIC CHANGES IF ANY. TO BE ACE ONLy ON ApOF CCT

IoTL WASHING PLATFORM AT THE EONTHE ENGINEER I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

a5Z_(vz> hC CD-" "Oft...... cct 1.. CE -

0 P- C 0. T-27 r$4 L1Tc

\ECT- O-N SIDE EL ATITN

OETAI[ AT 0 I'

FRONT Ft FVATiQN ~ ~ ~ ~ ~ A

L0~~~~~0

E.QNT-ELEYV~ PiNW A S w I m

*v- OK loc) _ - _(75a

R _

0,$ c_s,. *

De * 1500 C -S

SCAL-E

SH STATE ROADS PROJECT.- 11 Public Works Department, Govt. of Uttar PradeshCONSULTANCY SERVICES FOR

DHV u a AT THEED E F ONSTATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTTOF tlvl AT THE EDGat OFPpiNrsPROJECT

CO0RDINTG CONSULTANTS (PCC) SERVICES LUCKNOW - INDIA

M AT THE EDGE OF PND ResearchFUNDEDjBY THE WOL)BANK (Loan NO. 411-N

[III 111 I BRICK LAID ON EDGE

46

BRICK LAWD ON FLAT

THIS SPACE, OBTAJNEDw_) __ O FROM THE PERnCULAR

ARRENGMENT WILLFACILITATE GROWTH OFVEGETATION ON SLOPE

KERB STCAE

GABION BOX

WATER BODY

BRICK ARRENGMENT ELEVATION

1605

.~~~~~~~~~~~~~~~~~~~~. ..

K

PROJECT --

ORAWIPG: T 2 UTTAR PRADESH STATE ROADS PROJECT - 1

In assoCajionvh

DHV ConsultantTITLE Halctow and Partners

SCALE: 1.SrJ0 DESIGN FOR BRICK PITCHING ON EMBANKMENT Operalion Research GDevelopment ConsultaMDP Consultants (Pvt.

T} 037 UNED

fl ULAR

OFOPE

1

AFtER TWO 110mm (Brick laid on Flot) COURCESONE COURCES OF 70mm (Brick laid on edge)

NOTE:

KERB SLAB AS PER DETAILS IN PLANTER DRAWINGGOOD OUALITY BRICKS (CLASS 11) HAND LAID ON THE SLOPE.

I ABIN BOX AS PER DETAILS IN GASION STRUCTURE DRAWING

BRICK PITCHING OF SLOPE SURFACE

SCALE

SOC 4M 200kt9 OAL 500L4 NOES

1) FOLLOW WRITEN DIMENTIONS ONLY2) ALL DIMENGIONS IN MMd3) ANY CHANGES TO BE L(ADE TO BE APPROVED

BY THE SUPERVISION CONSULTANT

4^,1/u Public Works Department, Govt. of Uttar Pradeshas ation with CONSULTANCY SERVICES FORH Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTIl and PartnersOORlATN per S end archGroup PROJECT CO-ORDINATING CONSULTANI.' (PCC) SERVICES LUCKNOW - INDIAD en C o nsultan( t Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)DP osulans (Pvt.) Ltd.

0

X12 runk of

te Tree

A _230 A

0~~~~~~~~~~~~~~~~0

t ~~~~Sitting Arrengmn EorthX

PLAN OF SITTING AREA (TYPE 1')

-~~ II

> . -- :T -1 \\ |! 25 ~ ' -I 250 o

~~~~~~~~~~~1 ~ ~ ~ ~ ~ ~ ~ ~ 00

SECTION A-A (TYPE 1)

PROJECT 71

-,.ng 140, T3 UTTAR PRADESH STATE ROADS PROJECT- 11In assocaton wtf

_ . . ~~~~~~~~~~~DHV Consult;TITLE Haltrow and Partn

SCALE. I 50 SEATING ARROUND TREE - 1 Operation ReSearc. ~~~~~~~~~~~~~Developrnent cons

mop Consultants

B B

A 50'

PLAN OF SITTING AREA (TYPE 2)

rittit l!i ~250 480 560 300

F 6'85I--ltS-tltl; lOOGRiORD t

_ .. iFc /; ,n..

- I~~~~~~~~~~~~~~~~~~~~~~

±0.00 GROUND

SECTIC)N -E (TYPE 12

JOTES

.) rOtLOW WfIrTEN DIMENSIONS ONLItY

2) ALL 0VUENSIONS IN UU UNLESS OrhERW.SE STATED

3) SITE SPECIFIC CHANCES IF ANY. TO 8E hLL-E ONLY ON APPROVAL OF

TrE ENCINCER

Public Works Department, Govt. of Uttar PradeshIn ssoaatwonlh' CONSULTANCY SERVICES FORD V ConsUltants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICALASSISTANCE PROJECTo cratow Res artn ro PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA

o Mlweloprent lConsultants Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)M P oSulanIts (Pvt.) Ltd.

F 1 1 o C ?O CORNER TILEc

HALF TILEHALF TILE

TYPE I

CAS PER TILE DE£IG

CORNER TILE

4,~~~~~~~~4

HAF TiLLE

TYPE 3

Na: PROJEC~~~~~~TTARPRADESH STATE ROADS PROJECT-Il

InaSCaoDHV CorTITLE ~~~~~~~~~~~~~~~Halarow and

SCALE: TITLE PAVING operation RDevelopmenlMOP Con suIt

50 ISO 450~45

LI

TILE a

nTPE 2 TYPE 4CEMENT TILES IN 1:6 CEMENT MORTAR

It nd CLASS BRICKS LAD ON FROG AND FIXED IN 1:6 CEMENT MORTAR1OMM MORTAR GAP_ _ _ .| f ~~~~~ ~ ~~~~~~~~~~375 ,1 OMM MORTAR GAP_ s ;- w , *.;- .......... , . .,, .-..... : + P.C.C. -(M20)11

,- RAMMED EARTH P.C.C. (M20)FIXING OF TILES

RAMMED EARTHFIXING OF BPJCKS

SCALE

500MM 200MM OMM 500MM 1OOOMM

NOTES

1) FOLLOW WRflTEN DIMENSIONS ONLY2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED3) SITE SPECIFIC CHANGES IF ANY, TO BE L4DE ONLY ON APFPROVAL OFTHE ENGNEER

Public Wo-rks Department, Govt. of Uttar PradeshIn as&-cationw4h CONSULTANCY SERVICES FORDHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTHalarow and PartnersOperation Ramrcdh Group PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA_.Mpmneritant sultants Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)

DCosulat*ns (FMt.) Ltd.

CE-ENT T,LES TYPE 1. LA10 ON P.C.r.(MZQ. 75.n n.c) I

I~~~ I

SF(,rlow4

VKV ons

.. . . . . . . .. ...............~~~~~~~~~~~~~~~~~~~~~~~~~~. ....,, , , , , ,-.. ...............,:.:.*: ::s::::::::::::::: :.:::::::::::: ............. '::'::.:''.:::.:::,.......

........... . .......... . ....... lE

':::::::::::::::: .. ,.:,.,

Develop,en C'. .:,:::::..

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

......... . . . ... ..:,'.....'.j''.:...i.i-i'iI .... .E''. '-- :..: f'-:'* -'_,s

.3~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

, . . .... ... ....................... ........................

..... ~~~~~~~~~~............. .. .. ..... ........ ,CEE. ...::.

... ... ... .. ... L ....

|~~~~~~~~~~~~~~~~~~~~~~~~.. .... .RJC ....

l.

P' ~ TOPPonI Alari

'D Ck P-C.C. -----

- - 'Zt.R- - t ._

-e: :,, .. - - .. \ I~~~~~~~-.:~

SFC51ON R-R

::........................... .. ............... . ......

:'''::::::::::::::::::::::':: * .:.''

.. ' ..'.... .. ''''' ...'--...... ',,,..,....,....... .. .. .. .. .. .. ..... :::::.::: ::^::--................... ............... .. ... .. ..

.~~~~~~~~~

. ,. ....... .. .. .. ...

3) SITE SPECIFIC CHANGES IF ANY. To BE MIADE ON~LY ON APPROVAL C0THE ENGINIEER

Public Works Department, Govt. of Uttar PradeshIn i ssociaaon wth CONSULTANCY SERVICES FORD IV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT0 eration Research Group PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAelopen Consutants Ltd. FUNDEDY THE WORLD BANK (Loan No. 4114-IN)MOP Conlsuitants (Pvt.) Ltd. FNE

I i<>A&<>/\twsI ft_7MC

LXX'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Fc 11:4A° 0) SMX

TYPE-1

.11.~~~~~~ ~~ ~ ~~~~~~~~~~~~~~~~ .= U x 3 C. ws.

TYPE-2

'PROJECTDrawing No. T-6 UTTAR PRADESH STATE ROADS PROJECT- It l

In assocaton wvth

DHV ConsultantTITLE Halcrow and PartnersSCALE NTS RAILING DETAIL Operation Research GDevelopment ConsultaMOP Consultants (Pvt

34 1 34 1 3 W L

ga-i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~~~~~~~~~~~~~~~-

TYPE-3

g Ir Ir 1f ii I_

:11,~~~~~~~~Z U, 2 * U, U

N~~~~~~~~~~~~~~~~~~SO.X P\\` str X' i I

n <u ~~~~~~DETAIL AT B SCALE 1:25

DETAIL AT A SCALE 1:25 NOTES

1) FOLLOW W*71 TE.j CIMENSIOt4S ONLY2) ALL DlkiENSIONS IN MM UNLESS OTHERWISE STATED3) SiTE SPEC:IIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OaTHE ENGJNER_ _r

__ iPublic Works Department, Govt. of Uttar Pradesh,atg n ilhCONSULTANCY SERVICES FORonsultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT

3tio Researc Group PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES -LUCKNOW - NDIAop fnt aonsuitants Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)C_ -ullants (Pvt.) Ltd.

0~~~~

0

G. L. I

i Z I !

LJ~~~~~~~-

ELEVATION

GEOTEXTILE FIXED TO L AND I

SECTIONS W!TH BMNDING WIRE 7- A* 275 275

* M.S. ANGLE (25mm x 25mm x 3mm) _

PLAN A

U ~ ,.

130

0~~~~~~~~~~~~~~~~

,ND 7 ~~~~~~~SECTION IA-A

1RI --. A

j APPROVED AK-E S. ANGLESUPPORTED ON (25 MM X 25 IAM X 3 mmu)

BINDING WIRETHROUGHi SLOTS

l X tJA-ls-y~ ~ ~ ~ ~~~~~ ~Tte SiltXi Fencin Aragmn Fo

DETILT WatrBde

I j r

Ui,,

BRICK PAVING BRICK STEPS WITH~~~~~~STONE CLADDING

/ / ~~~~~~~~~~~300 THK. ERIA1 \Loa_/ / / IT~~~~~~~~~~rH STONE CLDlt \ \

BRICK PAVINGI / / / = \ \ \ \----I I I / ffi---- -------- ---------

X l t________360 tl)---______0---

- - - - --- - - - - - - - - - -- - ---; - ==-==-L OPENING (3600 #--==--

I \ \ W -- _----______ ______ _____, , , .\~~ ~~~ ~~ - - -

-- - - - - -o \ ~ ~ ~ ~~~~ - - - -_ - _ _ _ _ _ _ _ _ - - - -

\ \ \ / \ _=~~- -- ===----- --= r / o- ffi

\\~~~~~~~~~~~ - .//\~~~~~~~~~~~~~~~~~~~~: v

TREAD 300RISER - 150

PROPOSED PLANSCALE: 1:50

PROJECT Public WorksDrawing No TP-l

UTrAR PRADESH STATE ROADS PROJECT -II CONSULTING SSTATE ROAD If1sCALE: N. PROJECT CO-CWELL- TYPICAL DETAIL. FUNDED BY TH

_____ __________ _____ - - ~~'D THK. BRICK WALL-- WITH ~~~~~~~~~~~~~STONE CLADDING

BRICK PAVING0-- ' l , rGr. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Lvl.

ELEVATIONIN SCALE: 1:50

0 ~~~~~~~~~~~~~~~~~~~~~~~300 THK. BRICK WALLo WITH STONE CLADDING

00 ~~~~~~~~~~~~~~~~~~~~~~~~~~BRICK PAVING

SLOPE 2.5X L %BIKSES%r

In Gr

1i

THK.PCC FOOTING

SECTION XXSCALE: 1:50

NOTE: -

I) FOLLOW WRITTEN DIMENSIONS ONLY

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED

3) SITE SPECIFIC CHANGES IF ANY. TO BE MACE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTING SERVICES FORSTATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAUNDED BY THE WORLD BANK (Loan No. 4114-IN)

HAND PUMP

6 HIGH PARAPET

CEMENTED PLATFORM

1 50!4�-�2g x

PROPOSED PLANSCALE: 1:50

PROJECT Public V)ra' jNo. T-9 UTTAR PRADESH STATE ROADS PROJECT- 11 CONSUL

STATE FTmTLE PROJEC

HANDPUMP - TYPICAL DETAIL FUNDED

HAND PUMP

L|l CEMENTED BASE

6"X6" PARAPET, Ln l _ | C r. Lvl1.

,FAPET L)

LATFORM

ELEVATIONSCALE: 1:50

HAND PUMP

0on 0= < -CEMENTED BASE

6"X6" PARAPET0-

L) Gr. Lvl.V-C

SECTION XXSCALE: 1:50

NOTE -

i) FOLLOW WRITTEN DIMENSIONS ONLY

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED

3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTING SERVICES FORSTATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTPROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAFUNDED BY THE WORLD BANK (Loan No. 4114-IN)

|F iH- -71-- a g -I--

| | * j | j 1 l ~~~~iP|F'?E AS F0 O 4;; i i1 ^ j !0 E~~~~~AILING ST .'; 'l A su! j i -5 4 ' t-A-= --t- L 3 -

[ i i I i I I s . , _n:.D. ' l | _~~~~~~~~s F 7r

'I ! ll 1 |- t3CO _{ ' tB PLN_< iC

| | ! LX zZZ ' ; C AS l -A- pCL.E

i'}. 1 ' ~1921

1!<1,.,__~IN Il, - - --- C

75 AOA9H LI -A

| | ^ . _ u~~~~ SEC F.C., _ _ v E l._

CHAMBTUER t%RNIZ_ c j C'I+AVBLtR GFAE v *v 1

4SQI * _ G00 _| W~ALL o lltEt!EXiEAN\|E

_ ~~SECTION A-A

RAN-OLF PLA.

--- I ! --

| k A.9't>L E re e A .,.,.

W A'-O L

ci -~~~~~~~~~~O E

: | - .--U

Vi~~~~~ ~~ _. .. ___ _ .i-- -- T-I5 5 .

. _AROOF PLAN

our LET

v v | |c ,.1 cl t _ . SICTION ( ;S O

L |V I

- SECTION E3-BELVTO

Title: Oil and Grease SeparatorTr-w