(PHASE 11) December 2003 Khutar)

Government of Uttar Pradsh EnvironmentalPublic Works DepartmentLucknow,lndia E505 Management

Volume 17(PHASE 11)

December 2003 Pilibhit - Khutar)

Ptoject Co.ordnating Consultants (PCC) Swvces(Loan Nb, 4114 - 1N)

Consultancy sendles for Uttr PrashStbtb Roads Project

DHV CONSULTANTS BY Funding Agency:in associat3Of %V THE WORLD BANK

Ha<crow and PartnersOperation Research GroupDevelopment Consultants Ltd.MDP Consutants ( Pvt) )Ltd FEO

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Environmental Management Plan (Pilibhit - Khutar) DHV Consultants BVDecember 2003

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

ENVIRONMENTAL MANAGEMENT PLAN(PILIBHIT - KHUTAR)

TABLE OF CONTENTS

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

2 MAJOR FINDINGS OF THE EA ............................................................................... 52.1 Project Corridor .............................................................................. 52.2 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 ............................................................................... 246.1 Institutional Strengthening .............................................. ................................ 246.2 Training ......... 24

7 ENVIORNMENTAL MONITORING .............................................................................. 267.1 Introduction ............................................................................... 267.2 Objectives .............................................................................. 267.3 Methodology .............................................................................. 26

8 REPORTING SYSTEM .............................................................................. 29

9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNS ............................................. 30

10 ENVIRONMENTAL MANAGEMENT - BUDGET ................................................................. 31

LIST OF TABLES

Table 1.1 Phase II Upgradation roads. 4

Table 1.2 Details of Route 1 1-Pilibhit to Khutar. 5

Table 2.1 Potential Environmental Impacts along Route 11 Pilibhit-Khutar. 5

Table 4.1 Environmental Management and Action Plan for Pilibhit-Khutar (Route 11) 8

Table 5.1 Implementation Schedule .23

Table 7.1 Environmental Monitoring Plan for Route 11 (Pilibhit-Khutar) .27

Table 8.1 Desired Monitoring and Reporting Process and Responsibilities .29

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


Table 9.1 Bill of Quantities .......................................................................... 30

Table 10.1 Environmental Budget for Route 11 (Pilibhit-Khutar) ............................................. 31

LIST OF FIGURES

Figure 6.1 Proposed organisational set-up for UP State Road Project-ll(Phase II) ................ 25

LIST OF DRAWINGS

Drawing 3-1 Typical Design for Construction CampDrawing 3-2 Enhancement of PondDrawing 3-3(a) Roadside Landscape DesignDrawing 3-3(b) Roadside Landscape DesignDrawing 3-3(0 Roadside Landscape DesignDrawing 3-3(d) Roadside Landscape DesignDrawing 3-3(e) Roadside Landscape DesignDrawing 3-3(f Roadside Landscape DesignDrawing 3-4 Enhancement of Temple + WellDrawing 3-5 Enhancement of Pond + TempleDrawing T-1 Washing Platform at the Edge of the PondDrawing T-2 Brick Pitching on SlopeDrawing T-3 Seating ArrangementDrawing T-4 Brick PavingDrawing T-5 Detail of Stepped AccessDrawing T-6 Railing DetailsDrawing T-7 Drawing For Silt FencingDrawing T-8 WellsDrawing T-9 Hand PumpsDrawing T-10 Oil and Grease Separator

LIST OF APPENDICES

Appendix I List of Applicable MoRTH Clauses Published by Indian Roads Congress, New Delhi, 1998Appendix II Procedure for Selection of Sites for Construction CampsAppendix Ill 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



Glossary Of Terms

1. Project Requirement The mitigation/enhancement measure written is

essential for implementation. It forms part of theproject. The mitigation /enhancement measure maycontinue during entire project life.

2. Contract Requirement The mitigation/enhancement measure is a part ofcontract document to be signed between UPPWD andcontractor for the implementation of project. Themitigation enhancement measure shall be completed

within the construction period.

3. MoRTH Specification The specifications published IRC (Indian RoadCongress) to be followed in road construction. Thesehave been adopted by MoRTH .

4. Design requirement Mitigation/enhancement measure specified in thehighway design of project route.


Environmental Management Plan (Pilibhit - Khutor) DHV Consultants BVDecember 2003

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

ENVIRONMENTAL MANAGEMENT PLAN UPGRADATION ROUTES(PILIBHIT - KHUTAR)

October 2003

1 INTRODUCTION

The Public Works Department, Uttar Pradesh, is carrying out the Uttar Pradesh StateRoads Project under World Bank Loan 4 114-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 hascarried 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 impacts 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 11The 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 1.1 Phase 11 Upgradation roadsRoute description i I--- -T -j ~~~~~~~~~Length In j CostRouteN . From To i Km iINR million

0.

3 Pilibit Khutar ! 72.807. 1164.64B Lucknow Bangarmau 73.229 1315.96 Sitapur Bahraich 88.336 2490.0............................. ~~~~~~~. ............ ..__..... ..... . . .~ ... ... . .. ...... ..__ .___..._. .. ... 78 Azamgarh .Phephna 100.929 1986.1

'(,' Gc.rokhpur .sraringcjr IC co .5 ,'C1~~~~~~~~~~~~~~~ a, Of ......... ........... . ........... . .... . ...... ., .... , Ir .. ... .,,,, ,,,,. d..... ..}

11 Moradabad Uttarde a 36.335. 782.1Border. .. -._.-_- ........ _.___.. .. ..... ... .__ _._._._.___.... .... .......... ___ .... ___.__ ...__._... _ .. _._._._ ._.16 Deoria Ballia 109.447. 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 3, Pilibhit - Puranpur -Khutar. As part of the project preparation, this route has been divided into homogenouslinks. The proposed road cross-section (W2) after upgradation will consist of two lanes-each 3.5 m wide, with 2.5 m soft shoulder on either side necessitating a formation widthof at least 12 m. The links and their description are presented in Table 1.2 below:

Government of Uttar Pradesh. Public Works Department, Lucknow, India 4Project Co-ordinating Consultants (PCCl Swie-c f'- "I.'- 0--'-


Table 1.2 Details of Route 3- Pilibhit to KhutarLink description R Length in-- --- -- - __-__-____._ Road No.Link No. I From __ To Km__31hiibit Puranpur SH 26 35.2353.2 Puranpur j Khutar SH 26 | 37.572

2 MAJOR FINDINGS OF THE EA

Before presenting major impacts on the environment of the study region, a briefdescription of the project corridor is presented below.

2.1 Project Corridor

The road, from Pilibhit to Khutar with a route length of 72.807 km, runs in easternlydirection upto Puranpur and thereafter in south-east direction to Khutar crossing Saddanalla, Madanava nalla, Katna river, Mala river, Sakaria river, Khannot river, Gomti river,Barua nalla, Juknai river and Laghu river. There are total 135 culverts (2 for city drains, 1 7for irrigation channels and 116 for natural drainages) and 23 bridges (5 for irrigationchannels, 18 for natural drainages and 1 ROB). The road passes through alluvial plains.The area around project road is predominantly agricultural and has good irrigationfacilities. The soil type varies from sandy clay and silt to heavy clay. The south-westmonsoon contributes major portion of rainfall in this region. The average annual rainfallin the area is 1030 mm, while the annual average temperature lies at 270C. The generalaltitude of the area varies from 200 m to 250 m. The project road lies in seismic zone IlIland IV. The horizontal coefficients (oc) for these zones are 0.04 and 0.02 respectively, asagainst the highest value of 0.08 and thus can be termed as moderate zone.The existing SH-26 has by and large a formation with sufficient top width toaccommodate the proposed upgradation works. The trees along the stretch are mostlybeyond 12 m required for W2 option suggested. The tree density is 414 per km. The mostsensitive environmental component is the presence of two reserve forests through theproject road traverses. These patches of forests are located between chainage km20.200 to km 24.500 and km 63.200 to km 68.200. These patches of forests mostly haveSal trees. These reserve forests are not habitat to any endangered species of fauna.

2.2 Environmental Impacts

Table 2.1: Potential Environmental Impacts Along Route 3: Pilibit-KhutarAttribute Description of Impacts Significance

AssessedPhysical - No new quarries to be opened LowResources - Existing operating quarries havingsufficient material have been identified

Air Quality - Material transport and hot mix plants are Moderatelikely to cause pollution duringconstruction. 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.Flora I- 191 trees are to be cut to facilitate Moderateconstruction.

- No endangered species of flora have- been recorded close to the project

route._ - T_he roject _ute passes through two _

Government of Uttar Pradesh. Public Works Department. Lucknow. India


Attribute Description of Impacts Signicance_Assessed

reserved forests at chainages 20.2 - 23.4and 63.4 - 66. 10. The forest does nothave any endangered species of floraand fauna.

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

' - Operation stage noise levels areprojected to exceed the norms forresidential areas. - _

Fauna . - No protected areas are to be located Moderatewith the influence area of the route.

- There is no record of any rare orendangered species of fauna near theproject route.

- Wild life at forests; at chainages 20.2-23.4and 63.4-66.10, will have negativeimpacts due to air, noise pollution and

_ . increased vehicular speed.Land use - There is no acquisition of land along this Low. route due to availability of RoW.

- However, there will be natural land-usesuccession following improvedconnectivity.

Water - 21 hand pumps to be removed for the LowResources proposed upgradation., - Pollution of water resources such as

ponds adjacent to the road andrivers/canals crossing can be effectivelymitigated if appropriate steps are taken

Human use - 20 public property is being impacted LowValues directly along this route.Resettlement * A total of 105 families will be affected of whom Low21 will have to be displaced.

3 CLEARANCE

The contractor is required to obtain the following clearances 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 UPPWD 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 6Prr,iAr+ (N. M_ .... C'- *±-:_ ___ .1 _-


4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSEDA 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 trees 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 most crucial and active stage for the Environmental Management Plan.In addition to the monitoring of the construction activity itself for the pollution levels tobe within permissible limits, the enhancement of cultural properties, mitigation andenhancement measures for water bodies will go on simultaneously as the constructionprogresses. To facilitate implementation of the enhancement and mitigation measuressuggested, working drawings of the same are provided in the Appendices. Theapplicable MoRTH clauses to be followed have been compiled and are given inAppendix I. In addition, the need for a balanced evaluation 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 II.

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 efficacy of the protection/mitigation/enhancement measuresimplemented, this will help to verify or refute the predictions made as a part of theimpact assessment2. Thus, it will complete a very important feedback loop for theUPPWD.

The measures adopted and/or to be adopted during different stages of the projecthave been detailed in Table 4. 1.

I While risk management here deals e.clusis'ely with the physical envkvonment. the Resettlement Action Plon addresses equally real risks on the socia-economtic aspects. contingencyPlanning may be adopted to set aside resaurces tar the events for which there is no way at precdicting seerity and probability ot -c-urence with any g,eat degree of contidence.Norrn,olly tlved proportion ot the emergency response resource allocation, is kept always on stand-by to counter such a situ.ation.

2 The inputs from this and other projects of similar nature will help improve the quality of the environmentalmanagement plans in subsequent projects or modify any future activities along this highway too. Risk Managementduring the operation phase of the project aIMoRTH exclusively deals wVith the accidents of vehicles carrying fuel orother hazardous materials. At this stage too, a dispassionate weighing up at the severity and probability is a must toensure that neither too many nor too few resources such as personnel, vehicles or communication facilities areavailable to tackle the situation whenever it arises.

Government of Uttor Pradesh, Public Works Department. Lucknow. Inciin


Table 4.1 Environmental Management and Action Plan for Pilibhit - Khutar (Route 3)Environmental j Enhancement/ | Reference to i M ImplementatlonIssues/impacts I Mitigation Measurm ontract Documents anagement Act I ResponsibilitiesPRE-CONSTRUCTION PHASE (removal of trees and encroachments; site clearances, estabilshments ofconstruction camps)

Uncertainties con- | Refer RAP for detailscerning land andother assetsacquisitionInadequate ! Refer RAP for detailscompensation andother grievances _

Tree clearance (191 * Compensatory Indian Forest Act . Only marked trees IrUPFDC. SC, PWD &trees to be cut) plantation & (1980) 1 will be felled. Forest Departmentadditional } Compensatoryi plantation I plantation of 382

trees 3 2 saplings for:each tree felled.

j Additional 620 trees'to be planted.Additionalplantation shall beplanned at forestchoinages at 20.3-23.2 and 63.4-66.10to alternate air andnoise pollutions.

i Removal of treesonly within Col afterjoint verification withforest department.Grubbing & levelling ,.Removal of remains .Project Requirement . Contractor will carry * FDC, SC & PWD, of trees to facilitate I out the clearing ofconstruction and' stumps and levellingcarting away of i . Carting away willremains of trees be done by the FDCafter the stumps areremoved from the

_____ ____ ____________ ~~~ground. _ _Siting of constructione Siting will be .*Project Requirement. Contractor will *o SC, PWDyard ! finalised after prepare a site plan.approval of SC who: * The contractor willwill look into the site , avoid site nearand planning of the' water-courses forcontractor. . site fuel & lubricantstorage areas.

- Machinery andequipment area willbe protected.

CONSTRUCTION PHASE (earthworks; road construction; camp site operation; procurement of material fromquarries, crushers and borrow areas; traffic management during construction)Borrow pit develop- .Indemnity by . MoRTH 305.2.2.2 .* Contractor will verify. Contractor andment causing loss of contractor to that enough PWDproductive land UPPWD against third quantity of borrowparty claims. material is available

at identified borrowpits along projectroute at chainages6.500, 15.500, 42.500,57.500, 60.500 and72.500.

..Equitable ;Contract .UPPWD will check *The PWD. NGO andagreements for Requirement restoration and contractorborrow pit devel- Reqirest-restoration usea opment will be ! p ureached between iland owners andcontractors in-cluding measuresfor post-restoration.Contractors will .MoRTH 305.2.2.2 - Inclusion of . PWD andsubmit plans to appropriate clause supervisionUPPWD for borrow | in construction consultants

Government of Uttar Pradesh, Public Works Department, Lucknow. India 8


Environmental !Enhancement/ | Reference to { I!Implementation__Issues/mpacts MI igationMeasures ContractDocuments 1 tion Responsibilities

__pit exploitation and contracts. moni-post-use restoration toring ofbefore com- compliance duringI mencement of work, construction andand implementation! proper administra-of approved plans. i tion of contracts will!

tContractors will be I be ensured.!-Contractors will be [ *Detailed NGO, PWD andadvised that i programme supervisionextensive covering restoration 1 consultantexploitation of shal- i for other productive Ilow borrow areas use shall be pre-will not be pared by theapproved contractor and

.The borrow areas i overseen by ashall be utilised for competent NGO.aqua culture inconsultation withthe owners of theland.

oRestoration and Monitoring of . PWD, Supervisionpost-restoration restoration work will consultant, NGOproductive use of be taken up.land to be ensuredby the contractor

Erosion of embank- iEarth works MoRTH 306.3, MoRTH. Inclusion of . Supervision consult-ments shoulders and: specifications will 307 shall be applica- appropriate items in ant, PWD,pavement leading include provision for: ble for mitigation specification, contractor andto deterioration and stable slope measures in this im- monitoring of PCC.affecting stability construction, com- pact compliance duringand integrity of road' pacting and laying . i construction andiout turf including appropriatewatering until administration ofground cover is fully I contracts will be

jestablished. ; ensured.Embankmentprotection measures;are required atfollowing locationsof replacable newbridges at exitingChainages 30.900and 32.000.

i Brick pitching will beprovided at alllocations as slopesof embankments ofthese minorbridges/culverts arenot too steep.Measures to beadopted are:

i Discharge zones ofdrainage structures(culverts andbridges) providedwith riprap. !

,*Construction in ero-sion and floodprone areas will be;restricted inmonsoon season.

. Flood protectionmeasures will beconstructed atlocation km 200mtowards Pilibit from40/1, between 55/1& 55/2 and stretchbetween 18/2 &19 /I.

.The abovementioned stretches!are flooded due to ! _ _!

.- ~~-

Environmental Management Plan (Pilibhit - Khutar) DHV Consultants BVDecem ber 2003

Environmental Enhancement/ Reference to IpeettoIssues/impacts Mitigation Measures Contract Documents: MaaemneAton ipomnsilttlenlow level ot Icanriageway andabsence of drains.The flood protection

include raising ofIcarrnageway andconstruction of side

danwihproper,ocut tail points.

Safe site for .Site to be locatedl at. Contract *PWD will approve *PWD, Supervisionconstruction least at 500 m down; Requirement .the site chosen by Consultant andworkers' camp wind from the contractor Contractorhabitations such as *Conditions will be ,.PWD, PCCPilibit, Kainch. put in contract ConsultantGajraula, Jara, document torSakria. Puronpur, location of site atKhutar. A generic above specified dis-plan for thetacsconstruction camp along with varioustacilities and theirlocations isindicated in

___ Drawing 3. 1.Saitation and Proper availability of. MTH 105.2 4 Contractor will *4 PWD, Supervisiondisposal facilities at drinking water and install temporary Consultant andconstruction workers sanitation facilities toilets with septic Contractorcamp at workers' camp tank/soak pits.

*Contractor will *PWD, Supervisionprovide suitable iConsultant andcollection and Contractor

*disposal system fordomestic refuse...For collection otdomestic retusedustbins inadequate numberswill be provided. The:collected waste willbe disposed ott atthe nearestmunicipal disposal

____ ~~~~~~~~~~~~~site.Cooking fuel at *Workers' should not *Contractor will *PWD, Supervisionworkers' camp depend for cooking ensure availability of Consultant andon wood. kerosene oil. Contractor

Inclusion of theabove conditionscontract document.Health facilities at ,Availability of first *The contractor will .PWD,workers' camp aid and health ensure first aid boxes! Contractor, PCCfacilities in adequate and Supervisionnumbers and make Consultant.shift dispensary atcamp. The abovecondition will be putin contractdocument.The dispensary shall

*be manned by acompounder. Thecontractor shouldensure that aphysician isavailable at least,- ~ ~ ~ ~ I - -~~~~~~ three times a week.AIDS/lHIV awareness i*Workers will be eTa organise .NGO andcampag t jmade aware of ,awareness contractor, PWDworkers' camp IHIV/AlDS and Iprogramme every and Supervisionprotection meas- month Consultant.-._____ ~~~ures..1 -_

_ _Damage to services 6 Relocation of any 6 MoRTH 110.2 6 Potentially affected Supervision Consult-running parallel or Ipotentially affected I services will be ants/ Cosntractors/I ~~~~Government of Uttar Pradesh, Public Works Department, Lucknow. India in


Environmental Enhancement/ Reference to MmplemenfationIssues/lmpacts Mitigation Measures Contract Documents R anagement Action pnIblioiacross the road services prior to ident in design PWDduring construction commencement of stifigedleading to any constructioninterruption in supply works

.4Contractors to be 6 MoRTH 110.6 . Service undertakers b4Statutoryresponsible for will be notified for undertakers/identifying and relocation and NGO/PWD/SupervisiI safeguarding necessary on Consultantservices adjacent to programming toworks and for com- j avoid constructionpensating statutory delays (incl.undertakers for any payments).accidental domagezto such services.

. Relocation works will. PWD/ Supervisionbe completed by Con-statutory sultant/Contractorundertakers before iroad constructioni works proceed inaccordance with an'agreed programme.,Inclusion of . PCC Consultantappropriate clauses: and PWDin constructioncontracts;monitoring ofcompliance duringconstruction andproper ad-ministration of con-tracts will beensured.

Fir.- iF-re..r,.1on *oaupts'ae r * Mok moRTH I I Fr I.,;,r, * :Gr,ir.j.-i,practice and have adequate fireadequate fire fighting equipmentfighting facilities !_ __. will be made.Presence of .Contractor to i MoRTH 105.2 : Inclusion of . PCC Consultant, su-contractor's provide own suitably appropriate clauses pervision consultantworkforce increasing! equipped and in construction and PWDpressure on already staffed site contracts;strained local emergency medical' monitoring offacilities including facilities. compliance duringhealth & medical

construction andfacilities proper ad-ministration of con-tracts will beensured..... .... ... ... ... .................. ........... ^ ........ .... _ _. _ _ _ _ ensured.... .... ... .. . ... .... ... ....Incomplete post-use .Contractor to * MoRTH 105.2 -Inclusion of . PCC Consultant, su-clearance and rein- prepare site appropriate clauses pervision consultantstatement of base restoration plans for in construction and PWDcamp, leading to approval of UPPWD contracts; * Supervision consult-loss of land and to implement monitoring of ants/productivity or these plans fully prior.. compliance during PWD/Contractoradditional costs for to demobilization. construction andland owners to rein- All temporary works proper ad-state land sites to be notified ministration of con- . Supervision consult-by the contractor tracts will be ants/prior to use ensured. PWD/Contractor

* All sites will bephotographed to !record pre-usestate. The

i contractor willensure restoration ofisite to pre use status.1

. BOQ's will includenominated lumpsum.for reinstatement of._______________ j_______________ _____________ _ tem porary site. I

Government of Uttar Pradesh, Public Works Department. Lucknow. Indie


Environmental Enhancement/ Reference to implementationIssues/impacts Mitigation Measures CContract Documents I Management Action Rempoltio......... .... .. ._ _ __ __ N_. _ ._. _ ....................... _ _ Respon s ...... .........-Pollution of land. .During construction 9 MoRTH 306.3 , Monitoring of : PCC Consultant,ground water and it will be ensured compliance during Supervisionsurface water arising that contractor construction and Consultant, PWD,from sanitary and does not dispose off strict administration Contractor andother wastes and debris in water of contracts will be Statutoryspillages jbodies by provision ensured. Undertakersof sedimentation

traps.-.Soil laden run off will , Provision of waste *PCC Consultant. Su-not be diverted to disposal site for pervisionwater bodies. waste from Consultant, PWD,sedimentation may construction and Contractor andbe provided near storage yard will be Statutorywater bodies. made. Undertakers. Vehicle j PCC Consultant, Su-maintenance and pervisionrefuelling will be Consultant, PWD,confined to areas Contractor andunder construction Statutoryyard to trap Undertakersdiscarded lubricantand fuel spills.

'Sanitation waste i Separate septic . PCC Consultant, Su-from workers' camp tanks shall be used pervision Consult-will not be diverted for disposal of ant, PWD,to water bodies. The sanitary waste Contractor andwaste water will be. Statutory Under-diverted to septic takerstonks.*Contractor will pre- ;. MoRTH 105.2 . Monitoring of . Supervision Consult-pare, for UPPWD's compliance during ant, PWD,approval detailed construction and Contractor andpublic health utilities: strict administration Statutory Under-plan for the workers of contracts will be takerscamps and other Iensured.works sites, whichmake adequateprovision for safe disposal of all wastesand prevention ofspillages, leakage ofpolluting materialsetc.

, Contractor will be * MoRTH 306.2 . Monitoring of . Supervision Consult-required to pay all compliance during ant, PWD,costs associated construction and Contractor andwith cleaning up strict administration Statutory Under-any pollution of contracts takerscaused by theiractivities and to pOy:full compensation to!those affected

Contractor's water *Contractor will . MoRTH 306.2 . Monitoring of . Supervision consult-abstraction resulting make suitable compliance during ant. PWD, PCC Con-in depletion of arrangements for construction and sultantscarce water own supply and strict administrationresources with local i protection of water of contracts will beusers and protection bodies from ensured.of surface water pollutionbodies from . Silt fencing to beconstruction iprovided all aroundaactivities the base of the

stockpile ofmaterials wherevermaterial isstockpiled near iwater bodies as per !typical drawing T-7

Construction traffic .Contractors to use je Contract . Monitoring of * Supervision consult-causing pavement appropriate vehicles Requirement . compliance during ant, PWD, PCC Con-and structure and to comply with ! construction and sultantdamage due to legal gross vehicle istrict administrationoverloading, and axle load limits ! of contracts will beincreasing ensured.



Environmental Enhancement/ Relerence to M RImplementationIssues/impacts Mitigation Measures Contract Documents naegement Acon pe nibilitioncongeslion aon *Coniraclors 10 * IemoRrTH 1 i & mrRTH. Preparolon and er, - Syper .,s,*n.,-ornuIt.increased road repair damage at 111.11 forcement of traffic ant, PWD, PCC Consafety hazards own expense management plans sultanti , I will be taken up.

Contractors to mini- .MoRTH 112 eMonitoring of .Supervision consult-mise road safety compliance during ant, PWD, PCC Con-hazards and construction and sultantinconvenience to strict administrationother road users by of contractsitaking appropriate

measuresiThe probablemeasures includeconstruction ofproper diversionswith signages Properblocking of roadsunder construction

Road safety hazards ' Contractors will ' MoRTH 112 .Monitoring of . Fm m:.r,.,il.r, !associated with take all reasonable compliance during pervision consultanttemporary traffic measures to construction and and PIUdiversions minimise interfer- strict administrationence with traffic of contractsflow and to providesafe transit atdiversions

- Few recommendedmeasures arereduced speedsigns and boardsbefore diversionsindicating suchdiversions.

eProper blocking ofroad underconstruction toavoid following ofdifferent paths atdiversions

*Maintaining twoway traffic flow byproper by properinformation to traffic:police.

Air pollution from as-,.Asphalt and Hot mix . MoRTH 11 1.5 Monthly monitoring . PCC Consultant, su-phalt and Hot mix plantwill be located in of air pollution and pervision consultant,plants, construction down wind direction 1 timely action to de-, PWD andyard and due to at a minimum crease the pollutant contractormovement of distance of 500 m from concentration bymechanical urban towns and appropriatecompactor. villages along project, measures will beroute. Further hot mix taken up.plants will be locatedat least 7 km awayfrom reserved foreststretches locatedalong the projectroute.

*Trucks carrying con- * MoRTH 11 1.8 : The supervision . PCC Consultant, su-struction material consultant will pervision consultant,will be covered with! enforce the PWD andtarpaulin to avoid mitigation measures contractorI spilling. suggested throughefficient monitoring.

.Water sprinkling will . MoRTH 111.8 . PCC Consultant, su-be carried out in pervision consultant,mornings and eve- PWD andnings on haul roads contractorand compactsurface.



Environmental Enhancement/ Reference to ! ImplementationIManagement Action'RsosblteIssues/impacts Mitigation Measures Contract Documents i ResponIbilHit*Vehicles and r MoRTH 111.1 '. PCC Consultant, su-

construction pervision consultant,I machinery will be ! PWD andmaintained to I contractorconform emissionstandards specifiedbySPCB.

*Stock piled sand . MoRTH 111.1 . PCC Consultant, su-and stone will be pervision consultant,wetted before PWD andloading. contractor

,.Construction debrisshall be disposedonly at designatedsites.

(will be located at ants, PWD andleast 500 m away contractorfrom habitationsand 7 km away from'forest stretcheslocated on theroute.AII equipment will . MoRTH 111 ; Supervision consult-be maintained in ants, PWD andgood working order,' contractorproperly designedengine enclosuresand inbuilt silencers.

*Construction work *Contract . Supervision consult-will be prohibited Requirement ants, PWD andbetween 5.0 PM - contractor6.00 A.M. at allhabitations.

H 9r, rq.,:e L.- e . * E.:D ,, gi. r,ng :t . 'e',gr, Feq- r -l,r, .i F' ,..,.:.r, r :.r,irr..-: r . F . . i-", .openings of sensitive document for con- Supervisionreceptors struction of noise Consultant and(educational barriers. Contractorinstitutes) at km55.40, 33.60, 23.470,18.00, 17.340, 8.40and 38.014

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

Water Logging and . Need to build drains in. Design Requirement . The supervision . PWD, SupervisionCross Drainage water logged areas consultant will consultant andwith proper out falls at ensure that contractor.chainages km 18.000., contractor builds up40/2 and 50m before drains as per design76/1. specification

ANeed to build new *Design Requirement . PWD, Supervisionculverts at consultant andchainages ahead of contractor.km 34.000, between39/3 & 40/1,between 40/1 &40/2 and on start ofroad to villagePipra.

*Need to replace oldculverts atchainages 14/2,31/3.

Accidents Hazards ..Following safety . The supervision * Supervision consult-and Safety measures designed consultant will ant, PWD andto enhance safety: ensure that safety Contractor

measures are con-structed as perMoRTH design.

Government of Uttar Pradesh, Public Works Department, Lucknow, India 14


Environmental Enhancement/ j Reference to ImplemeetationIssues/Impacts Mitigation Measures I Contract Documents Ma_a Responsibilities1. Development of ;IDesign Requirement!

intersections atchainages 37.500 (3arm SH-26 &Puranpur townaccess, 40.800 (3-arm; SH-26 & ? atPuranpur) and75.000 (3-arm: SH-26& SH-25 at Khutarj.

.Reduced speed -Design Requirement , Supervision consult-signs in up and ant, PWD anddown directions at: Contractor1. Pilibit2. Khutar3. Kainch4. Gajraula5. Puranpur6. Sakria7. Schools atchainage km55.40,33.60, 23.470, 18.00,17.340, 8.40 and38.014

.Development of .Design Requirement.. Inclusion of - PCC Consultant, su-junction at appropriate clauses pervision consultant,chainages 2.500 (4- in construction PWD andarm NH-74 & SH-26. contracts; moni- contractoras per MORTH toring ofspecifications compliance during

. construction andproper administra-tion of contracts

eg.ii.e rr,pa, l on *T- c-rr,penz,mt icr *iDeu-.,gr, F,, * ir,e UF'Pv, .ll *f .Di, .uper.i2c*n,Flora due to Cutting 191 number of trees ensure availability consultants,of Trees to be cut, 382 at. of budget to State contractor, NGO,number of trees will Forest Department Forest Departmentbe planted. frpatto n'*MOU farthe pconsultation ahntplantation scheme cosueaion thatbetween the Publicworks Department at trees areand Forests planted.Department is . The UPPWD willgiven in Appendix ensure availability111. iof budget to State

; Forest Departmentfor plantation andthat specifiednumber of trees areplanted.

iea -e rn-,. l .:nr, .. ,r,Zir,,,-,:.r, p ,r C-F * 4 .gn P-A* ,,ri-n , n ir,-i, .:r, ir.- *:t:*:* e IF F. 1 .Fauna (with special will not be located conditions in Contractortocus on Reserved within 7 km of forest contract * UPPWD,SC,Forests at chinages boundary. .Cantract document. Contractor20.2, 23.4, and 63.4, The contractors will Reureamt66.10) !ensure that . Requirement .Inclusion the aboveconstruction workers conditions in

do not cut forest contracttrees for cooking. document.Further no poaching/ hunting of wildanimals be done by.'the constructionworkers. Necessary;training toconstruction workers',will be arranged bythe contractors.

Government of Uttar Pradesh, Public Works Department, Lucknow. India 15Project Co-ordinating Consultants (PCCI Services for ULttnr Prncr><h Ctfitv pn-ft^ Pr-i-

Environmental Management Plan (Pilibhit - Khutar) DHV Consultants BVDecember 200'

Environmental Enhancement/ Reference to M RmplementatiloneIssues/impacts Mitigation Measures Contract Documents nagementAction p nti

4 Construction works 4 Contract * Inclusion of above ; UPPWD, SC,in forest stretches will Requirement condition in Contractorbe taken up only contractduring day time. I.e.' document.between 8:00 A.Mand 5: P.M.

i Additionalplantation shallprovide habitat tonesting Avifaunalost due to cuttingof roadsideplantation.

' Constructionworkers shall betrained about safehandling of animals'if found bychance. Cost fortraining of theworkers has beenbuilt into trainingcomponents costof project.

Cultural Severances * 6 Shrines on this * Design Requirement . The UPPWD will . PWD, NGO androute to be shifted in make available supervisionconsultation with budgeted fund and consultantconcerned people space for shiftingand followingjudiciousengineering design

Occupational Safety. Construction ; MoRTH 111.6 i The contractor will * PWD, PCC,and Health workers be provided ensure adequacy contractor and

with personal and availability of supervision con-protective PPEs. sultant.equipment (PPE)such as earplugs,helmets, safetyshoes, gloves, etc.

Bridge construction .The construction -Design .Provision in . Contractor superon rivers and canals . should be in lean Requirements contract vision consultant,(Sarda Canal Hardoi season flow document UPPWDBranch (Chainage *Oil interceptors Design30.900) and sedimentation Requirements .Provision inSarda Canal Hardoi traps should be contractSub Branch installed to avoid document(Chainage 32.000) contamination of

canal water by oiland debris /soil. * UPPWD. S

oThe foundation of . MORTH 1200 Conditions to becall bridges shall be included in Contractorproperly designed i contractto bear load of document.bridge and to haveminimum impacton river ecosystem.

i To limit the; potential for

chemical attackthe concretefoundation shouldcontain a330Kg/CC. Forunderwaterconcreting 10%extra cement maybe used.

Government of Uttar Pradesh, Public Works Department, Lucknow, India 1 6


Environmental 1 Enhancement/ 1 Reference to Mat Acti ImplementationIssues/Impacts mitigation Measures Contract Documents ResponsibilItIesSiltation into water .Slit fencing will be i MoRTH: 306 . Conditions will be .UPPWD. SC,Bodies provided at the put in contract I Contractori base of the . MoRTH :306 document.I embankment for

the entireperimeter of anywater body(including wells) asper detail indrawing

a) Siltation of soilinto the waterbodies will beprevented asfar as possible.The contractorwill take allreasonablemeasures in thiscase.

bl A constructionmaterialcontaining fineparticles shallbe stored in anenclosure suchthat sediment -laden waterdoes not gowater body.

....................... .. ................................................................... ...... ... ......................................... . . . . . . . . . . . . . . . . . . . . . . . . . ................ ... .... ......Torrent Run off a) No tree or * MoRTH: 201.2 . Conditions will be . UPPWD.SC,vegetation

included in Contractorother than those. MoRTH :306.2 & 4 contractdesignated for document.felling will becut.

b) The contractorshall take allnecessaryprecaution andconstructtemporary/permanentdevices toprevent waterpollution (dueto siltation andincrease ofturbidity).

Government of Uttar Pradesh, Public Works Department. Lucknnw ine4i,

Environmental Management Plan (Pilibhit - Khutor) DHV Consultants BV

December 200'

Environmental fEnhancement Reference to IpeettoIssues/Impacts Mitigation Measures Contract Docu mnts Management Action! Impementatnme_____ ResponsiblittlesAlteration of i a) In selection of I*MoRTH :305.3.7 IvConditions will b~e t. UPPWD,SC,Drainage i water body f included in Contractorearth, stone or * MoRTH 306 contractany

document.constructionmateriais orappendageshall be properly'disposed off soas not to blockthe flow ofwater.

b) All necessarymeasures shallbe taken topreventearthwork,stonework.materials andappendageshall be properlydisposed oft sofor as not toblock the flowof water.

Contamination of a) All measures will * MoRTH 111.1 * Conditions will be . UPPWD,SC,water from be taken to included in Contractorconstruction wastes prevent the contractwaste water

. document.produce inconstructionfrom enteringdirectly intowater body asdirected byengineer.

b) Constructionworks on river /canal sholl beavoided duringmonsoon

c) The dischargestandards

.Supervision *PW,Spromulgated consultant andunder the contractor toEnvironmental ensure this.Protection Act,

1986 shall bestrictly adheredato. All wastearising from thebridge is to bedisposed off inthe manner thatis acceptable tothe UttarPradesh StatePollution ControlBoard (UPSPCB)and theengineer.

Environmental .*Ambient air quality eContract . Records will be .PWD, PCC,monitoring during to be measured Requirement maintained for contractor andConstruction Phase once in a season

reporting and for supervision con-i (except in monsoon): future reference. sultantat location specified:

in monitoring plan.Monitoring

Government of Uttar Pradesh, Public Works Department, Lucknow, IndiaProiect Co-ordlinctinn - -1- -

Environmental Management Plan (Pilibhit - Khutor) DHV Consultants BV

December 2003

Environmental Enhancement/ f Reference to IpeettoIssues/Impacts MHigation Measures Contract Documents Management Action ImPlementaibln'standards provided in,Appendix IV..Water quality .Contract . PWD, PCC,(ground and Requirement

contractor andsurface) to be supervision con-monitored once in a, sultantyear (before mon-

soon season) atlocations specifiedin monitoring plan

eNoise levels to be .Contract , PWD, PCC,monitored thrice in Requirement contractor anda year at locations supervision con-specified in monitor-:: sultanting plan. Monitoring

standards inAppendix IV.

.Soil quality along *Contract . PWD, contractorRoW to be Requirement and supervisionmonitored once a consultantyear.

. Monitoring of con- Contractstruction sites for ar- requirementrangements madefor protectionmeasures at storageareas, drainage and,

:.lnspection of .Contract . PWD. contractorconstruction camps requirement and supervisionfor sanitation once consultantin each three

months.Enhancement MeasuresEnhoncement of : Pond at chainages Design Requirement Necessary details of * PWD, Contractor,Road Side Ponds 39.40 to be outlines enhanced SCand Water Bodies enhance as per measures to bedesign drawings. included in contract

document...... . .... ..... ..... ............. ... - ... ... ..... dcmn.... ....... .Rood side ePlantation along theDe;,gr, f -:rr-ner-? . rJ.e'.:.Jr, aeicJ,i. v. f - I-v.L.

Landscape corridor shall be as outlines enhanced Supervisionper the typical measures to be in- Consultant, NGO! designs provided in cluded in contract and Contractor, UPDrawings 3-3(A) to 3-. document. State Forest3(C). subject to the Developmentapproval of these Corporation.from UP Forest

DevelopmentCorporation.Suitable design asper the land avail-ability shall be pro-vided.

Cross drainage and . Desiltation of drains * Design Requirement . Maintenance of re- . PWDflooding to avoid water cords of desiltationlogging. Desiltation .Design Requirement as given in EMP.will be carried outbefore onset ofmonsoon.

* Enhancement works;on water bodiesshall be taken up

ionly in dry season

ti~~~~~~~~~... ... ..... . . ... . .... .. ... .... .. .< .~ ---- ---- --------------- .... .... ............... . ...... .........

OPERAINLPHASE - ---

Increased Air * Ambient air quality Project . Monitoring * PWDPollution monitoring at follow-! Requirement frequency is thrice in:iing locations: the operation*Pilibhit phase.*Forest at chainage

km 20.2- 23.4i eForestatchainage

Government of Uttar Pradesh. Public Works Department, Lucknow. IncWinPrni-+t r- -.>__ -

Environmental Management Plon (Pilibhit - Khutor) DHV Consultants BVDecember 2003

Environmental I'Enhancemenf/ Reference to M* i mplementationIssues/impacts MHiigation Measures Contract Documents i anagement Action Responsibiliteskm 63.4-66.10i * Khutar ! - -~~~~~~~~~~~~~~~~~~~~~~~~~.

....... .... ..... ......... .. ... .. ..__...__....... _._ ............. ._

Noise Pollution i Noise pollution . Project Requirement, Monitoring P PWDmonitoring at frequency is thrice in!following locations the operationalong the project phase.route corridor. M! PWD- Gajroula I Local unit of PWD* Puranpur

will ensure* Gerva Khera maintenance and* Khutir to make inspectioni Forest at Jara,

km 63.4-66.10* Forest at

Niranjanpur, km62.4-64.4

* Strict j Information about . PWD and Statecompliance for no 'No Horn Zone' on Traffic Policehorn in identified each route to stateplaces in design. traffic police forcompliance.Water Pollution -. Provide 4 nos. of . Project . Monitoring . PWDoil-cum-sediment Requirement . frequency is thrice intraps at ends of operation phase.ditches near the

following location:water body at km5.250 (Sadda river),8.800 (Bishalpur BC),9.900 (Canal).16.400 (Katna river),19.200(Mala river),24.600(Canal),27.5(Sakaria River)29.700(Khannotriver). 30.900 (SardaCanal-HardoiBranch) 32.000(Sarda Canal-HardoiSub-Branch),33.300(Gomti river),34.950(Ghai river)and 54.100(Juknairiver). And at pondat chainage39.40(Both side ofroad)

:. Monitoring ofsurface and groundwater quality atfollowing locationsat least once ayear:.Khagsarai (Pilibit

l Canal)*Hand Pump nearmandir at forest at'.km. 6.4 .................Soil Characteristics -Monitoring of soil - Project Requirement.- Monitoring * PWDquality of frequency is thrice in.agricultural field . operation phase.close to RoW at

Makharia Kuswan..-Checking of . Proper C PWD, Forest Depart-overflow of spillage maintenance of mentfrom the

avenue trees andIcarriageway by pro- vegetation will bemoting growth of atken up.vegetation coveralong the roadshoulders andpreventing overflowin agriculture field.

Government of Uttar Pradesh, Public Works Department, Lucknow, IndiaPrni_,-+ (-- A.-: - - -s - - .. . ._


Environmental i Enhancement/ i Reference to M tpementatlonieIssues/impacts Mitigation Measures Contract Documents! ResponsibilaciesMaintenance of b The saplings shall be' Project Requirement. Appointment of an P PWDroad side plantation I planted and shall engineer foribe watered at arboriculture andregular intervals., staff to assist him will-Replacement be taken up.planting for dead . UPPWD respectivePossible ~~~saplings. - nit will keep vigil.-......... ..... . -- .. --.-- --.--.----.. -.,, ...... .g. ... ............ . ...._,, ,,, ,,,,,,,,,,,,,,, ,, ! ui l kee vii.......ssible undesirable .Vigilance to prevent.. Project Requirement. Improvement of . UPPWD and theinduced unauthorised devel- project route to be Environmental anddevelopment opments and properly Social Managementeffective control by maintained. unit under PWD.regulations and

control of land usei-r,24'i.rr-c ar,r,ig . in. iriera..: r .*..... . ......... ,ir, * F'rcp.'. l~ zeq.rrren,ri * Pe.-'.:c ,rl,.er,cI.:i,.:r,: * .......................... mcl, .-,-, Mr,.:.r,i,e:general road safety local community to made will be im- specified under vari-due to increase in explain road safety plemented in ous lawstraftic aspects. coordination with

other departments(RTO, UPSRTC.Private transportoperation,Education Depart-ment, Zila Parishad.,etc.)~~~~~~~~~~~~~~~~~~. .... ... . .,...,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ............ t.Problems arising with . Interaction with driv-general road safety ers and driving insti-due to increase in tute to imbibetraffic aspect of road

safety in driving.:*Interaction with

state road transportundertaking(UPSRTC) to traindrivers in use of thedesignated bus-stop.and road trafficsafety measures. Thenecessary trainingcost to train UPSRTCdrivers built intoproject cost.

*Maintenance ofroad safetyinfrastructure to bedone properly andtimely.

5 IMPLEMENTATION ARRANGEMENTS

The responsibility of implementing the mitigation measures lies with the UPPWD. Allconstruction activities being taken up by the contractor under the SupervisionConsultant (SC) will be scrutinised by the PIU. The responsibility of implementing themitigation measures lies with the UPPWD. All construction activities being taken up bythe contractor under the supervision consultant (SC) will be scrutinised by the PWD.Reporting system has been given in Appendix V. The UPPWD will appoint NGO for theimplementation of RAP. The same NGO will help the contactor and supervisionconsultants in getting the equitable agreement signed for borrow pit development /post use restoration between owner of the land and contractors. The NGO shall alsohelp PWD in supplementary plantation / compensatory plantation mainly to supervisesurvival rate and for involvement of farmers whose land is adjacent to RoW. NGO'sterms of reference will include these responsibilities in addition to RAP implementationresponsibilities. Specifications for environmental management works and given inAppendix VI. Implementation schedule is worked for phase wise implementation of themitigation measures as discussed below. Assuming that the clearance for the project isreceived from all the concerned authorities by the end of November 2003. pre-qualified contractors will be finalised by November 2003 and tender document will be

Government of Uttor Pr,rH.: <h P. ,hli, -\A/b-_ -


ready by January 2004 for issue to pre-qualified contractors and actual constructioncan commence in October 2004. In the pre-construction phase of the project thesupervision consultants shall review the EMP and RAP to identify environmental andsocial issues and arrive at a suitable strategy for implementation. The activities to becarried out and the target dates are presented in the Table 5.1.

Government of Uttar Pradesh, Public Works Deoartm?nt I i le-4'n-, )'4:

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6 INSTITUTIONAL STRENGTHENING AND TRAINING6.1 Institutional Strengthening

The current management status of UPPWD is found to be inadequate to scrutinizeimplementation of the mitigation measures. The present organizational setup ismodified with an objective of strengthening the current management capabilities forimplementing the environmental measures and to make environmental managementregular, efficient and sustainable in the long-term. The following organizational structure(Figure 6.1) was proposed for the implementation of phase I UP State Road Project. It isexpected that it will be on place before start of implementation.The environmental management plan envisages on-site monitoring of constructionactivities and analysis of the samples collected. For this purpose two chemists would berequired. While they will be based in Lucknow, the collection of samples will involvetravelling to the sites where construction is in progress, as well as where specified in themonitoring programme. Other support staff will be procured from the UPPWD's ownmanpower as required.

Thus an induction of 4 more people is envisaged into the PIU. The engineers andchemists are available from the UPPWD staff itself. While the former are expected to befrom the filed staff, the latter will be deputed from the Research Laboratory of the PWD,which is a designated Test House, as notified in the Gazette. The above strengtheningwas planned before start of phase I implementation. It is assumed that thisstrengthening will take place.

6.2 Training

The training before start of construction works is important as a part of UPSRP II trainingcomponent the contractors. Personnel will be recipients of two modules of training.These modules of training will focus on the following aspectsModule 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 construction* Safe 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 thatof contractor will also organise regular training of construction workers at construction side.

Government of Uttar Pradesh, Public Works Department, Lucknow, IndiaPrniprt >;. _,.._

Environmental Management Plan (Pilibhit - Khutar) DHV Consultants BVDecember 200.

Figure 6.1 Proposed organisational set-up for UP State Road Project-lf (Phase II)

_____ ____ ____ _____ ____ ____ C hief Engineer -

World Bank

Project Director-

UPSRP-II1 §

Social Environment El LAQ Architect RevenueE-4 AE-4 AE-2 _Asstt.Architect Kanoongo - 4AL

CIRCLESE-1

Divisions 4 . . ......XEN-1AE-4JE-8

.~ ~~~~E S upervision...... NGO u u Consultant

Civil Engg.-2 :Sociologist-2

CD Expert-i

IR Expert-l: I::

s ..... PAPs ~~~~~Contractor ....... *

Note:1. The Assistant Engineer and Junior Engineer in the division incharge of the subsectionl of the corridorwill also be the incharge of social (RAP) and Environment (EMP) issues.2. The senior most assistant engineer in the division will be overall incharge of the internal monitoring ofsocial and environmental issues in the division as a whole and will report to the Head office.

Government of Uttar Pradesh. Public Works n,rtnrfrn 1


7 ENVIRONMENTAL MONITORING

7.1 Introduction

The environmental monitoring programme provides such information on whichmanagement decision may be taken during construction and operational phases. Itprovides basis for evaluating the efficiency of mitigation and enhancement measuresand suggest further actions that need to be taken 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 managementplan in future projects.

7.3 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,4* overall responsibility;* Monitoring costs.

Environmental monitoring of the parameters involved and the threshold limits specifiedare given in Appendix Ill

Government of Uttar Pradesh, Public Works DeDartment. Ltirknnw ln,4i-

Environmental Management Plan (Pilibhit - KhutorJ DHV Consultants BVDecember 2003

The monitoring plan along with the environmental parameters and the time frame ispresented in the Table7. 1.

Table 7.1 Environmental Monitoring Plan for Route 3 (Pilibhit-Khutar)* ~~~~~~~~~~~~~~~~~~~~~~~~~~~InstitutionalCM" = @MONiTOFtNG

Responsibilities

, Ecl- . Parameters i Special Standards Location Frequency Duration Implemnenta- SupervisionCO 2 ~~~~Guidance too0.

............... .... : ..... . .... .. .... ....... ._ .... .... _.. ................__...... .. . ... ........ ___.. ........... . .. ..... .. ....... . .... .. ........ bSPM,RSPM, High volume iAir (Preven- iWherever the Twice a Continuous Contractor Engineer,I S02, NOx, sampler to be tion and Con- icontractor ;year(winter ,24 hours/ or through ap- PIU,UPPWD[ CO, HC located 50 m trol of Pollu- ,decides to !andsummer)f for 1 full proved moni-- cb :from the plant :tion) Rules, jlocate the Hot or 2 years working day toring agencyI .g ! in the down- !CPCB, 1994 mix plant| o iwind direc-

'tion. UseC: ; Smethod speci-o) fied by CPCB

for analysisSPM, RSPM -High Volume Air (Preven- 'Stretch of the Once every Continuous Contractor EngineerSampler tobe tion and Con- road where season(winter 24 hours/ or through ap- PIU, UPPWDlocated 40 m trot of Pollu- construction and summer) for 1 full proved moni-from the plant ition) Rules :is in progress for 2 years -working day toring agencyin the down- CPCB, 1994 site atO , 'wind direc- maximum twotion. Use locations! method speci-

.O i ,fied by CPCBfor analysis .

SPM,RSPM, High Volume !Air (Preven- 1 .Pilibit Thrice in op- Continuous PWD UPPWDSO2, NOR, Sampler to be tion and Con 2Forestat eration ;24 hoursr CO, Pb, HC located at 15 itrol of Pollu- km 164 -er;od Decc m from the tion) Rules ! 200S, Jan,edge of pave- CPCB, 1994 3 Fre62t4at 2008 and Janment k64 21.4.Khutar0

..~ ~~~ ~ ~~~ .. , .................. ...... .. ._... ............ . ...... ... .... . .. ... ... .... pH, BOD, Grabsample ,Waterquality 1.Khagsaroi End of sum- - ETl.:m, Er.jx"r> ,COD, TDS, collected from standards by (Pilibit mer before through ap- ,PIU, UPPWD' . TSS, DO, Oil source and CPCB Canal) the onset of proved moni-- & Grease and analyse as monsoon toring agency9 Pb per Standard 2. Hand every year for5 i -Methods for Pump .2 yearsExamination nearof Water and mandir ato Wastewater forest,

kml6.4pH, -Grab sample ,Water quality '1. Khagsarai Thrice in - PWD UPPWDBOD,COD,TD collected from standards by (Pilibit operationS,TSS, DO, source and .CPCB Canal) phase. EndPb, Oil and analyse as of summerGrease. S per Standard . 2. Hand before theMethods for Pump onset of mon-Examination near soon in 2005,of Water and mandir at 2008 andWastewater forest, .2011,.1 . - ikm16.4:3 :Flooding and Floodingloca- Waterquality At locations of 'Thrice in - PWD UPPWDa 'Cleaning of tions to be standards of :flooding and operationdrains/water !identified and CPCB and locations phase in prei , bodies choked cleaning shall Identified by 'monsoon3: :<, . .drains, water be to the the PWD. seasons of

bodies under satisfaction of '2005, 2008o :going siltation ,the Engineer and 2011and subject to (PWD)debris

0. disposal0 should moni-tored undercleaning op-erations. Thedrainsidentifiedprone toflooding,choking, andsiltationshould becleanedbefore onsetof monsoon.

Government of Uttar Pradesh, Public Works Dr,incrt nt n I _

CD CD

ConStruction Sites and i Environment

0 CD Soil Erosion Soil Noise levels 0Construction Camps i i component

........ ... .. ...... .... -.- ......... .. =............ ..... ....... ...... .... ------------------------ ------ --------- ---------- ----------------Construction 1Construction Stage i Operation stage Operation stage Construction stage 1 Operation stage Construction stage Project Stage wstage----------------- ----------------------------- --- --------- ------------- - ------------------- ----- -------- ------------- ------- --- ------------ ----------------------

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0 -o 0. 0 Z M CL M0. <U7M CM L;

O- Rl aM M I? - 0 6 i ID

0. 0- CL0. OQ M----------- -- ------- ------- ------ - ---- -------- --- -------

CD --q r) Z=0 �q o- --I 'C 0- 0 r) a Z i r (-) 0.= 3 . - -, . 2. CC: - =.C:�= -V oM 3 EL n 5-,- -am 7.C, 0 0 f 0- 0 ETFD E,; > �4 > CL 1:2

0TZ--------- -- ------- ---- ----- --------- .... ...... --- ------- ---------------------------- -- ---------- o

a -c -n T, M-D 3 0 -3 0- cr L37 91 M0 < 03 3 w 0- �r 7�� CM)

L, (LO

L' ow 3 m 2- T ,�2. - 3 �Z� C N CL C, EL i :,, - � - - 1� - . q: 3:. � F P . .- C,C= 00 3

.... ..... ... .. .. ... ..... ... .... ............ ....... ... - ------------------- .... .... ... .... ....0 5, o 1

0

0 0 P3 S 0

CLQ 00 C,

0

C. O'DC�

-gCD P CL M M 0 '� 0 M M M

0 Cw 00

..... ... .... ......... . --- ------ ------ ------------ --......... .. i---- ------ --- ----- --- ------ ------ ...... ..... ......

55,-; , =3 < �; 3 < �3 << C, < 0 < 0Q-,M a-M C Er 0 -O M O Mn S 5 9:1o 0 cb�l CC* 0 (5�CD

CL O- 00

FL CL M P- CL< 00 0M 'T..... ..... . ...... .... ... ....... . ----------------- ----- .. ...... ............ .

E5 2---------------- ------------------- ---- ---- ---- --- ... ..... ..... .........M. 3 3 3 -01CLO. i C 0 C 5.3 a 0 O'DM. <

CLM O'yCLM M... .. ... . ..... ---------- -- ... .... .. ....... . .... ..... . ...... ---- ------ -------

-00.-O 71 71

00


4 c I ! MONITORING Institufional Responsibilities

0. Speia Implementa.

*b d -im Parameters Specal Standards Location Frequency Duration fan SupervisionEo o Guidance

oc Monitorng It should be As laid out in All along the 'Durng the :.Forest PIU. UPPWDo of felling of ensured that !the Detailed corTidor felling of Department (to assist in

., trees !only those Design for treestrees that the project 'ordinationaemarkedE are m with the

!are felled. Contractor)

a Survivol rate !The number The survivali All along the 1 Every year PWD UPPWD<L} o .of trees o of trees !rate should | corridor for initial fiveao Success of surviving ibe at leost yearsa S' vi Xre- dunng each 70%. below0 vegetation visit should iwhichbe replantation

- -compared 1 shall be'with number idone.o O . .of saplingsplanted.

8 REPORTING SYSTEM

Reporting system provides the necessary feedback for project management to ensurequality of the works and that the program is on schedule. The rationale for a reportingsystem is based on accountability to ensure that the measures proposed as part of theEnvironmental Management Plan get implemented in the project.The reporting system will operate linearly with the contractor who is at the lowest rungof the implementation system reporting to the Supervision Consultant, who in turn shallreport to the PWD. All reporting by the contractor and Supervision Consultant shall beon a quarterly basis. The PWD shall be responsible for preparing targets for each of theidentified EMAP activities. All subsequent reporting by the contractor shall be monitoredas per these targets set by the before the contractors move on to the site. The reportingby the Contractor will be a monthly report like report of progress on construction andwill form the basis for monitoring by the PWD, 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 beutilized for the reporting are given in Appendix IV.Table 8.1 Desired Monitoring and Reporting Process and Responsibilities

ContrctorSupervision Consultant Project implementation World Bank(SC) . Unit (PIU) (WB)Item Implementa Oversee/ Dtion and Supervision Reporting to Field Report to WB DesredReporting to! Py Cmpliance SupervisionSC . MonitoringCONSTRUCTION PHASE ! !Ci Monitoring of construction Before i Quarterly Quarterly Half yearlysite and construction camp start of

work.............................. ............_

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

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

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

C2: Target sheet for Pollution I As After After Half yearlyMonitoring required i Monitoring Monitoring

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

. ._ ._ ......... .........

... .... .. _........ ...... .. }_... ..... . .. .... .. ... ...

C3 Target sheet for roadside Monthly i: Quarterly Quarterly Half yearly YearlyplantationC4, Target sheet for monitoring Monthly Monthly Quarterly Half yearly Yearlyof cleaning water bodies

Government of Uttar Pradesh, Public Works Department, Lucknow, India 9Project Co-ordinatino rnnzl it-r~*fin l c _ .:___ -.. -

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December 200

OPERATION PHASEO 6 Target sheet for Pollution

As per After TwiceMonitoring

monitoring monitoring duringplan operation

. _ | S ; ! 'phase02i Target sheet for survival g Quarterly After Once after

reporting of roadside monitoring 3 years of

plantation

end ofconstruction

--- --- --

. __._.._.. ._.___.___._.__ _.__._. j _ _____. _ . _____. __ .____..__ ... ... .....___03 Target sheet for monitoring t i Quarterly After Twice

of cleaning water bodies monitoring during

operation_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,__ _ _ _ _ _ _ -__ _ _ i__ p h a se

9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNSThe typical mitigation/enhancement designs were prepared using informationcollected during the field visit with a view to allow the local communities and the road-users to enjoy the benefit of a better corridor of movement while ensuring their safety.An additional aim was to try and mitigate the potential negative impacts of thedevelopment of a wider, high-speed corridor on the host communities. All the designscreated are attached with each Environmental Management Plan. Each corridor usesonly a portion of all the designs created. The environmental management plan hasreferred to the particular drawing to be used for each package for environmentalmitigation/enhancement. Other details of locations are available in the relevantappendices. The Table 9.1 below gives the quantities for the typical designs.

Table 9.1 Bill of QuantitiesSi.No. Item Unit Quantity

Drawing T1, Washing plafformI Excavation cu. m. 9.892 P. C. C. (M 15j Cu. m. 2.563 R.C.C Cu. m. 2.47

.1 Si.:~ ?.r jSe m-Crr, :c,, r; ri 4_Drawing T-3 Seating, type-I

2 P.C.C.(M20) cu.m. 3.893 P C_ I 1I Cu_ rn 2 o4 Brickwork Cu. m 15.96

-Ern iI1r,g Cu ir, 1''8.J.. .... ~~~~~~~~~~~~~~~~~~~~~~... ......... ...... _H......... ....... .......... ............. ...__._6 Plaster Sq. m. 15.18..... . ....... ....... A. _ .. ......... .... _ ..... _ . ..... . ....Drawing T-3, Seating type -2

I C,J m 14, 52 P. C. (M 20) Cu M 3293 P. C. C.(M 15) Cu.m. 1.35.......... . ...,,,_ ......... ......... _

4 Brickwork Cu. m. 13.96..... ....... .... .. .... ... .. ..- ..--... .5 Plaster Sq. m. 10.54E.cjrlri n,I,r,g

, rr, 2 2';7 Brick paving Sq. m. 893Drawing T-6. RailingI Excavation Cu m. 0.137 I-- -...... ........... .... .... ...... ........... ...... 2 'P.C.C. ,Cu. m. 0.13~~~~~~~~~~~~~~~~...

.. ........ ... ....... .. ..... ... ... ........ ... ..-. --3 Length of railing m. 10.00

Government of Uttar Pradesh, Public Works Department, Lucknow InciinPrecipt '_ ..

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10 ENVIRONMENTAL MANAGEMENT - BUDGETThe environmental budget for the various environmental management measuresproposed in the EMP is detailed in Table 10.1. There are several other environmentalissues that hove been addressed as part of good engineering practices, the costs forwhich has been accounted for in the Engineering Costs. Moreover, since environmentalenhancements have not been finalized at this stage, except for the location of ponds.The budget reflects this and while retaining the types of enhancement suggested,allows the selection of the locations at the discretion of the Engineer.

Tab'e 1 0.1I Environmental Budget for Route 3 (Pilibhit - Khutar)Unit Cost Total Cost

Copnn Stage Item Unit (N) Quantity (N)Mitigation/Enhancement Measures

Dusi ?.1.nagemerI niAIR *Construction s~~~prinkling at water, covers Covered in Engineering~for vehicles transporting K3000Costs.. . . ... onstruction.. .m aterial . ...............

~Pre-Construction HadupNo. 40,000 21840000andConstruction Wells No. 100,000 0 0ATER

RESOURCES ON n ras eaa or . 55,000 52 2860000:near Water bodiesConstrction Silt Fencing around soil Cvrdi niernstockpiled near sq. m. 370Cot

waterbodies,Construction Turfing/Pitching sq. m. Covered in EngineeringOIL

~~~~~~~~~~~~~~~~~~~~~~CostsOperation Redlevelopment of Borrow Covered in EngineeringOperation ~~areas sq . IOCostsDouble Glazing forNOISE ~ Operation sestv eetr 1 sq. M. -1,400 140 196000CULTURAL Pre-Construction

CULTURAL and Relocation of Shrines No. 12,000 Covered in RAPPROPERTIES Cntuto

Plantation including:Compensatory plantation:FLORA Costucio 2 saplings for each tree No. 1,100 1002 1,102,200felled (staggered to follow

.. ... .... . Civil_Wark ... .- ... --1. ..Demarcating Borrow Covered in Engineering-Areas m.Costs

Provision for hoardings atAFETY Construction ~~Construction Camps & LS Covered in Engineering Costshealth checks atConstruction CoM .... ..... - .Ps. _. .:Barbed wire fencing in

forest areas at chainages Covered in Engineering Costs-..I........- - _...... ......20.2-23.2 and_63.4-66.1 0:Warning signs tar speed,.non poaching/hunting,

WILD LIFE etc. at forest chainages ~Covered in Engineering CostsPROTECTION ~~Construction ~20.2-23.2 and 63.4-66. 10.:Additional plantation inimmediate-vicinity of RoW

ot fores chainags 20.2-Covered in Engineering Costs23.2 and 63.4-66. 10 to11ttenuate and noise

ENHANCEMENTS3 Construction Ehnentof Ponds3 No200 01000-.---.....-- ~~~~ ~~~~~~~~~~~~~~~~ . -......... . .

Enhancement oDf Temples No 6 0,0as per Drawing 3-4

Government of Uttar Pradesh. Public Works Department. Lucknow, India rProject Co-ordinntinri- cti - I OCP"--


Unit Cost Total CostComponent Stage Item Uni , InR)t Quantity (IN Ct..... .... .... ....... ....... ..... .._ j __ ... _ _ _,,. , ,,., ,,,_,,,,.,,,.,,,,,,t,,.,.,.,,.,,,,,.,. , . , , , , , , - , . ....... , N IN R

1with Temples ia 5,0 (A) Mitigation / Enhancement Costs i 5498200Monitoring Costs (at prevailing market rates)m o n to in C o sts (a t p re v ilin m a ke ra tes

------ . ,_ _ . __.................... . ....... __... . _ ... .. ... -- ----- -------...... ..... .... .. .... ..... . .. .. .......... ............ e.... . _.Monitoring near all hotmix oplant locations approved N.atl 0 tar 1 20,000iConstruction ytyhe Engineer

.amples daySConstruction iMonitoring at constructionR !sites in tandem with No. of 512 60000

AIR . !progress in construction -Samples day'including haul roads

.Operation At locations of baseline No of 5,000 for 1,onstruction ,Amonitoaring specified in the: 1 6000monitoring plan Samples d

Operation At locations specified in theNo. of 5 000 6 30,000monitoring plan Samples

.Construction As directed by the .No. at 4 nnn 3A 1 44000NOISE . Erg9r.ier n-e

......... ~~~~~~~~~~~~~~~~~~~~~~~~~~~~. .. ,,,,,... .,,Sm.e ................................. ..... ...... .. .. .At locations specified in theNo. of 41000 18 7,0Operation monitoring plan Samples

- ~~~At agriculture land and No. at 600:60Construction trafic detours. e Samples: of I 6 .ConstruCtion Soil erosion including silt. .~~load in ponds and turbidity- Covered in Engineering Cost, ~~~in storm water at drains. ,~~~near site at construction.NOISL - ---

-- - .1.. Ataccident location No. of 6,000 36000. ~~whenever required Samples 6,Operation Monitoring of turbidity andsilt load in major water , Covered in Engineering Costbodies along project route.Monitoring Costs

*o474000

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

PREVENTION OF O t . . No. of Covered inRIBBLONP Operatio Erection at oardings tar settleme 2000 28 EngingCost

(B) Monitoring Costs 474000TOTAL COSTS (Al + (B)

5972200, ,TIwL Eii..EETED ,C B .,r inr v' c.riral-r,,-)e< ,,_-.

Notes

This is a budgetary provision as a contribution towards the cost of barriers at sensitive locations afterconsultation to be carried out by PWD with the owners at these structure and area tor glazing is assumed as20 Sq m per structure.

1 The includes additional trees required to achieve density of 200 trees per km with consideration tarsettlements.

2 The allocation tar enhancements will be made once accurate measurements are available with theEngineer. The tunding tar these should be available tram Contingency and rounding ott. It required,the Engineer may request tar additional funds under this head with the prior approval at the PWD3 The cost at training to UPSRTC drivers a road safety measures and to construction workers on satehandling a animals and wild life found by chaonce have been covered under training cost separately.

Government of Uttar Pradesh, Public Works Department, Lucknow, India Project Co-ordin ptin nWsetlm ID2028

Eg-e .

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APPENDIX I

LIST 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 Construction Traffic305 Embankment Construction306 Soil Erosion and Sediment Control307 Turfing with Sods

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APPENDIX II

PROCEDURE FOR SELECTION OF SITES FOR CONSTRUCTION CAMPSThe Contractor will identify potential sites based on requirement of land area, accessibility,distance from stretch under construction, surface water sources, settlements, etc. Consultationfacilitated by local NGO will be held on site and the perceptions/aspirations of local villagers andother stakeholders will be recorded. The Contractor will then select one site based on anaggregation of all these factors and conditions imposed upon him by the EMP (including minimumdistance criteria) 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 theContractor 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 ccnstruUc-Li cam,p sites has aiso been de.ised and formalised.

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APPENDIX - IIIMOU for the plantation Scheme

Between thePublic Works Department & Forests Department

1. This Mernorandum of Understanding is being signed by the Public Works Department,Government, Govemment of Uttar Pradesh (hereinafter referred to as PWD) and the ForestsDepartment (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 undertakenwith 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 joint inspection of theofficials of the PWD and FD on ------. The trees 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 facilitating the proposed project.

3. The trees cutting shall be carried out by the Forest Department (or its authorizedrepresentative) as per TIME SCHEDULE annexed to this MOU as Attachment 1 and signedby appropriate officials of both departments signifying agreement of both parties followingdetailed discussions regarding the timing of project activibes of the PWD's implementationschedule and the availability of resources with the FD.

4. The compensatory afforestation shall be carded out at the bcations shown in the MAPannexed to this MOU as Attachment 2 duly signed by appropriate officials of bothdepartments signifying agreement of both parties following detailed discussions regarding thesuitability of these areas for the proposed afforestation as proposed by the FD. Both partieshave satisfied themselves, before selecting areas outside the RoW, that all reasonable efforthas been made to accommodate the samplings to be planted for compensatory plantabonwithin the PWD's RoW.

5. It is further agreed that:a. The PWD shall pay the cost of compensatory afforestation at the rate of cost of 10saplings induding the post-plantation maintenance activities for a period of 3 years,for each tree felled 1000/% in advance to the FD.

b. The dates agreed for afforestation as per Attachment 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 progress of the work regularly and in case of any anticipated lag from theproposed schedule immediately upon discovering the likelihood of such an event. Incase of such an unantidpated delay, the PWD shall retain the right top get thework done by an extemal contractor, chosen jointly 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 maximum of the prevailing rate of the FD for the works. In case the lowestquoted rate for the plantation exceeds the base rate of the FD for the works, thePWD will bear the remainder of the cost.

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6. It is hereby agreed that both parties shall put adhere to this MoU in good faith and try toresolve any differences in interpretation amicably. In case of a continued disagreement, acommittee consisting of the Engineer-in-chief PWD, the Principal 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 .................... (Place)Signed by..............................................

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

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

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- Attachunent I

MoU between the Public Works Department and the Forests DepartrnentFORM A

Time Schedule of Deforestation Activities

S.No. Stretch Activity Start Date End Date(Chainage)

Start End1. Identification and marking of

trees for cuttingCutting of trees markedCarting away of trunks, branches,etc.Removal of the stump and rootsystem from the qroundCarting away of the stumpsLevelling and Grubbing of site

2. Identification and marking oftrees of cuttingCutting of trees markedCarting away of the trunks,branches, etc.Removal of the stump and rootsystem from the groundCarting away of the stumpsLevelling and Grubbing of site

3. Identification and marking oftrees of cuttingCutting of trees markedCarting away of the trunks,branches, etc.Removal of the stump and rootsystem from the groundCarting away of the stumpsLevelling and Grubbinq of site

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 Department, For Forests Department,Government of Uttar Pradesh Government of .

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Attachment 1 (contd.)

Form BTinme Schedule for Reforestation Activities

S.No. Stretch Activity Start Endl____ (Chainage) Date Date1.

Establishment of NurseryDigging of Pits

Planting of SeedlingsWateringMulching / Fertilizer addition, if requiredWeeding, if required

_ _____ ___ Thinning, if required _ __2. Establishment of Nursery

Digging of PitsPlanting of SeedlingsWateringMulching / Fertilizer addition, if requiredWeeding, if requiredThinning, if required

3. Establishment of NurseryDigging of PitsPlanting of SeedlingsWateringMulching / Fertilizer addition, if requiredWeeding, if required _ _ __ _ _Thinning, if required

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 Department, For Forests Department,Government of Uttar Pradesh Government of .

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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 DivisionFor Public Works Department, For Forests Department,Government of Uttar Pradesh Government of .

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APPENDIX IV

MONITORING STANDARDS

Ambient Air Quality (AAQ) MonitoringAmbient air quality parameters recommended for road transportation developments areRespirable Particulate Matter (RPM), Suspended Particulate Matter (SPM), Carbon Monoxide(CO), Oxides of Nitrogen (NOx), Hydro-Carbons (HC), Sulphur-dioxide (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 National Ambient 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 Standards

ResidentiTie Sensitivie indusbijal al Pollutants I Weighted A Rural Method of measurementaverage &other

Sulphur Dioxide (SO2) jAnnua 15 ig/m3 j80 p/m 3 ,60 pg/m3 Improved West and Gaekei______ 24 hour st 30 pg/rn3

i120 p/m3 190 pg/r 3 Utbaviolet uoresnceOxides of Ntrogen (NO.) Annual& 15 pg/rr3'80 p/rn3

i65 p/rm3 Jacob and Hodiheiser modified(Na-Arsenite method)

a 24 hours" 1I 30 pg/m3 ' 120 pg/m3 j91 p Im3 Gas phase ChemiluminescenceCarbon Monoxide (CO) , 8 hours*i j 00____ 5000 pain? 2000 pg/m 3Non dlsper§ve infrared1 hour 12000 pg/n? 1000 pg/?3 14000 pg/?3 w 5eP aSCOPPYLead (Pb) i; Annuals _ .50 3 g/in 3 0 m S Method 24 lours after_______ .50 g/rn 1.0 10.75MeW24hLisafe24 hourst" 0.75 pg/m3 i 1.5 pWm3 1 .00 pM 3 | sampinrg using EPM 20000 or

_______ _____ __ equivalent filter paperRespirable Parbticulate Annual* i 50 pg/mr3! 120 pg/rm3 60 p/m3i(RPM)- Size less than 10 m 24 hours** 75 g/m 3 !s 1pg/m3 f1Suspended Particulate I Annual* 1 70 pg/nM' 360 pg/in 140 pg/m i Aage flow rate not less thanMatter (SPM) !24 hours" j 100 pgrm3 f 500 Wm3 i 200 m3 j1.1 cu.m / minute

Source: Anon 1996-97, National Ambient Air Quality Monitorirn Seles MAQM1S/a/1996-97, CentralPolvution Contro ard, Delhi.*Averige Arithmetic mean of minimum 104 measurement in a yer taken for a weer 24 houfty at unifolmkituvyaL**24 hourly/8 houly values should meet 98 percent of the time in a year

Water Quality Monitoring

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 monitored and the responsible institutional arrangements are detailed in theEnvironmental Monitoring Plan. The monitoring of the water quality is to be carn-ed out at allidentified locations in acoordance to the Indian Standard Drinking Water Specification - IS10500: 1991 (stated in Table -2)

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Table -2 Indian Standard Drinking Water Spedfication - IS 10500:1991

Requireme UndeIble Effec.Si Subsnce o ur e t Urdesi ble Eect - 3 i Methods ofSl % Subsince or 'j nt b Outside the ! ; Ts (Red. To RemnarksNo iCharacteristics (Desirable Ouiete j ~ T st)e.T eakDesirable Limit - 8

- .L..______- ...._ ...~ ESSENTIAL CHARACTERISTICS

1 CoLur, Hazen 5 Above 5, consumer 25 3025 (Part 4) Extended to 25 only ifunits, Max. ! acceptance decieases :1983 toxic substances areI not suspected, ini absence of alternatesources

2 Odour Unobjection- - . 3025 (Parts 5): 1984 a) Test cold and whenI ; able ; heated; i i j b) Test at severali _ _ _ _ _ _ _ _ _ _ _ _ _ , _ _ _ _ _ _ _ _ ;__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ dilutio ns

3 Taste Agreeable - - 3025 (Part 7 and 8) Test to be conducted!1984 only after safety hast _______ ________:___t___tbeen established

4 jTurbidtyNTU, 5 Above 5, consumer 10 3025 (Part 10)j Max. acceptance decreases I 1984 i

5 |pH Value 6.5to8.5 Bendthisringe, the' No 3025 (Part 11)water will affect the relaxation 1984mucous membraneand/or water supply

_ _ _ _ _ _ system ! i6 Total hardness(as 300 Encrustation inwater t 600 3025(Part21) 2 -Caco3) mg/Il, Max! supply stiucture and I .1983l I adverse effects on I

! i _~~~~~~domrestic use ! r --- - - -- --- -- i ----------7 iron (as Fe) mg/I, 0.3 Beyond this limit 1 32 of 3025 1964 -I Mavr g . taste/appearance are, affected, has adverse ieffect on domestic l usesand water supplyi iIstruciures, and I

_______ promotes iron bactsia I _ _I8 iChlorides (as CI) 250 Beyond this limit, 10 i 3025 (Part 32)mg/l, Max tase, corrosion and 1988

-__ _ __ 1 palabibityareaffected,9 1 Residual, free i 0.2 i - - i 3025 (Part 26) To be appikable onlyI chlorine, mg/, Miu when water is

1986i ciorinated. Tested atcDnsumer end. WhenI :! i prrectlon agalnstv.ral Infection isrequired, it should be

_____ .~~~~Min0. 5 mg/I_ - . -.S -_ _ _--_-_-_-_ _-_ _ _ . _ _ _ ___ _ . _______ _ __________DESIRABLE CHARACTERISTICS

1 ;Dissolved solids ! 500 Beyond this 2000 3025 (Part 16)mg/I, Max palatability decreases 1984and may cause gastro

!_____:_ irtestinal irritation ! ._i2 ,Calcum (as Ca) 75 Encrustation in water i 200 3025 (Part 40)mgJl, Max suppty sructure and 1991

adverse effects ondomes c use

3 Magnesium (as 30 Encrustation to water 100 16, 33, 34 of ISMg), mg/l, Max supply stru re and :3025: 1964adverse effects ondomestic uise

4 ,Copper(asCu) j 0.05 jAsbingentttaste, 1.5 i36of 3025: 1964mg/I, a! discolcrabo and Cor- i!!j rosion of pipes, fittng

, : and utensils will bei : caused beyond this i_ :_i

5 Manganese (as 0.1 :Beyond this limit 03 . 35 of 3025: 1964Mn) mg/l, Max taste/appearance areaffected, has adverse

i ;effects on domrestcuses and water siAx* _ _

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, j ReqFui e Undesrable Effect ; Methods ofSI Substance or nt et .To RemarNo: Characteristicsf (Desirable 5° limIt * . TesE

~~~~~~erbe mt EI E- Limit)

structures :6 Sulphate (as 200 200 Beyond this causes 400 3025 (Part 24) 1986 May be extended upSO,) mg/I, Max gastro intestinal irTita- to 400 provided (astion when magnesium Mg) does not exceed

or sodlum arepresent ! 307 Nitrate (as NO2 ) 45 Beyond this, may 100 3025 (Part 34) 1988 -mg/I, May cause

_____________ ,___ methaemoglobinemia ! _8 Fluoride (as F) 1 Fluoride may be kept 1.5 23 of 3025: 1964 -mg/I, Max as low as possible.

High fluoride maycause fluorsis

9 Phenolic 0.001 Beyond this, it may 0.002 54 of 3025: 1964compounds (As cause objectionableC,H5OH) mg/l, taste and odour'Max _

10 Mercury (as Hg) 0.001 Beyond this, the water No (see Note) Mercury To be tested whenj I, Max $ becomes toxic relaxation ion anatyser i pollutlon is suspected11 | Cadmium (as Cd), | 0.01 Beyond this, the water; No | (See note) | To be tested when| mg/l, May j becomes toXic relaxabon ipollution is suspected12 Selenium (as Se), 0.01 Beyond this, the water! No | 28 of 3025: 1964 | To be testrd whenImg/I, Max bcoMes troXc j relaxation pollution Is suspected13 Arsenic (As As) 0.05 Beyond this, the water; No 13025 (Part 37) 1988 'To be tred whenmgr/I, max becomes tD)oc relaxation I _ podution Is suspected14 TCyanide (As CN), 0.05 Beyond this limit, the No 1 3025 (Part 27) 1986 To be tPesd whenmg/I, Max water bemmes tmdc r in | podutio is s15 iLead (as Pb), 0.05 :Beyond this l5nit the No j (see note) To be ted when4mg/l, Max water becomes toxic rdaxati pollution Is suspected16 Zinc (As Zn). Mg/I,j 5 Beyond this lmit It can 15 39df3025: 1964) To be testedwhenMax cause astringert tste |poiuton Is suspectedand an opalescence in !i___i___Ij water I I 17 1 Anionic detergents, 0.2 Beyond this limit it cani 1 Methylene-blue To be tested when(As MBAS) mg/I, j cause a lgit froth in | extacton method pollutlon Is suspected-Max !water t18 Chromnium (As T 0.05 May be carcinogenic 1 No 38 of 3025: 1964 jTo be tested whenCr°+) mg/l, Max I above this limit relaxation! pollution Is suspected19 Poly nudear - May becarcnogec

aromatic .eabovetrislimit I hydrocarbons (as IMiPAH) g/l, max I

20 | Mireral oil mg/i, i 0.01 Beyond tis limit un- 0.03 iasI Max . desirable taste and Clrofatographicodour after chlodina- ;method !I ________:_ tion take place ! i i21 Pesbddes mg/I, Absent Toxic 0.001Mar

_ ',22 Radioactive materials: 58 of 3025:01964 1-23 ,a) Alpha emitters -01

24 Beta emiters pd/1, - - 1m ax_

_ _ _ _ _ _ _ _ _ _ _25 AluminiLsm (as Al), 200 Beyond this limit taste 600 13 of 3025:1964mg/l, Max ! becomes unpleasant __!26 Aluminium (as 0.03 .Cumulate efFect is 0.2 31 of 3025: 1964 -!A1), mg/I, May reported tocause i!-__ L _ ; dementia ! I27 Boron, mg/I, Max 1 - 5 29 of 3025: 1964

Source: Indian Standard Dtinking Water Specificaton-IS1OS5W:t991

Government of Uttar Pradesh, Public Works Department, Lucknow, Inda 43Project Co.ordinabng Cornsultants (PCC) Services for Uttar Pradesh Ste Poads Project

Envirorvnental Management Plan (Pilibhit - Khutar) DHV Consultants BV

Noise levels Monitoring

The measurements for monitoring noise levels would be carried out at all designated locationsin accordance 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 monitored and the responsible institutional arrangements are detailed in theEnvironmental Monitoring Plan (Table-3 Noise level standards (CPCB).

Table-3 Noise level standards (CPCB)K Noise level for i Noise level forKm. ', Day Night rime

Industrial area 75 70Commerdal area 65 55Residential area ,_ 55 , 45___Silence zone i 50 40Day ame - 6.00 am - 9.00 pm (15 hours)NiVght time - 9. 0 pm - 6. 00 am (9 hours)

Government of LUttar Pradesh, Public Works Department, Luda ow, India 4-4Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

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December 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 sa.m

c Distance from Nearest SettlementType/Size/Capacit

d Distance from Nearest Water Source y/PresentUse/Ownership

Date of camp being operational dd/mm/yy

Present 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 stacking

a Quantity of top soil removed sq.m

b Detail of storage of topsoil Describe stacklingarrangement

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 unitsa 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

9 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

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 dust bins (capacity 60 Itr) Inos

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)

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

Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project 5-1

Env,ronmental Management Plan (Pilibhit Khutar) DHV Coisultarit' BV

IC2: POLLUTION MONITORING

Construction Stage: Report -Date Month Year|( Locations at which monitoring to be conducted as per EMP)

Completion Target

S.No Chainage Details of Duration of Instruments Target Date of Completion Reason for DelayLocation Monitoring Used Date if task completed if any

Air Monitoring

1 I2l3l4l.

Water Monitoring1 _3

45

Soil Monitoring

2l3l4F5l

Noise M ontorin X

234

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

Project Engineer Contractor|,(Supervision Consultant)|

Governrnent of Uttar Pradesh, Public Works Departmaent. LuckrKow, IrndiaProject Co-ordinating Consultants (PCC' Servces for Uttar Pradesh State Roads Project i

1 _ ___ ___ ___ ___ _ _ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ __ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ _ 5_ _ 2

Environmental Management Plan (Pilibhit-Khutar) DHV Consultants BV

IC3: REPORTING FOR ROADSIDE PLANTATIONIAll landscape works to be as per Landscape Plan

Construction Stage: Report -Date Month Year -

Landscape Trees along roadside Trees on Shrubs inS. No. Section footpath median

(Km-Km) 1st row 2nd row 3rd row

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

5-3

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C4: CLEANING OF WATER BODIES

Construction Stage: Report -Date Month Year_

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

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

-23

5

78 _

10 l _

12 _13

Project Engineer(Supervision Consultant)

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

5-4

Environmental Management Plan (PglIbhot Khutar) DHV Consultants Bv

01: POLLUTION MONITORING

Operation Stage: Report -Date Month Year_(Locations at which monitoring to be conducted as per EMP)

, J I _ _ Completion Target

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

_______I __________ j Location Monitoring Used Date jif task completed if any

Air Monitoring

! s1 1 1 i 1 1 1 IWater Monitoring l l

331 =

Soil Monitoring Contractor

Noise Monitorin Consulta

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)

Governme*nt of Uttar Pradeshi, Public Works Departmient. Lucknow, IndiaProject Co-ordiniatirig Consultants (PCC) Services for Uttar Pradesh~ State Roads Protect 5**5

02: SURVIVAL REPORTING OF ROADSIDE LANDSCAPING

Operation Stage: Report -Date Month Year_

Landscape Roadside trees Shrubs In Median Turfing on Median Turfing on EmbankmentSection

S. No.

Total Trees Total Total Total Area Total turned Total Area Total turfedKm-Km Plated Total Surviving % Survival Shrubs S Srivl | Survival turf d(sqm) area % Survival turfed(s ) area % Survival

Planted surviving surviving

__________ Tnos nos % nos nos % nos nos % nos nos %

-Certified that the funished information is correct

Project Engineer(PIUW

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

54

Environmental Management Plan (Pilibhit Khutar) DHV Consultants BV

03: CLEANING OF WATER BODIES

Operation Stage: Report -Date Month Year_

Completion TargetLocation/ Side(N/S) andChainage Dist from CW(m) Target Date Date of Completion Reason for Delay if

if task completed any

21 _______

-2

3 _6 on Consultant)7 of Uttar Pradesh, PulcWok_eprmn, uhow ni

12 C un( Svsrars t dso1 3 1_

_ _ _ _ _ _ _ _ _ _ _ _ _

Project EngineerI

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


APPENDIX VI

SPECIFICATIONS FOR ENVIRONMENTAL MANAGEMENT WORKS

1 Clearing and Grubbing

.:I 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 MoRTHspecifications for Road and Bridge works.

4 Bricks Work

All Brickwork induding Laying, jointing finishing of joints, curing, scaffolding 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 mnasonry work shall be as per section 1400 of MORTH specifications for Road andBridge works.

6 Concrete Work

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

7 Cement Concrete Tile Flooring/ Paving

The base for laying the concrete flooring/paving, size of cement concrete 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.

9 Cement Plastering

All cement plastering works and finishing of surfaces shall be done as per section 1312 ofMORTH specifications for Road and Bridge works.

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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 Concrete Kerb And ChannelsMaterial and Construction of all cement concrete Kerb and channel stones shall be as persection 408 of road MORTH spedfications 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 specifications except that the railing section shall be square andas per the detailed drawing for the same.

12 Horticultural And Landscaping Works

(a) Scope

Contractor to furnish all materials, labour and related items necessary to complete thework indicated on drawing and specified herein.

b) Materials

Plant Materials

Plant Materials shall be well formed and shaped true to type, and free from disease,insects and defects such as knots, sun-scaled, windburn, injuries, abrasion ordisfiguremenLAll plant materials shall be healthy, sound, vigorous, free from plant diseases, insect'spests, of their eggs, and shall have healthy, well-developed root systems. All plants shallbe hardy under dimatic conditions similar 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. AJI 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.

All plants shall conform to the requirements specified in the plant list. Except that plantslarger then specified may be used if approved, but use of such plants shall 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 plant.Deliver plants with legible identification labels.

Top Soil (Good Earth)

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 material. Notopsoil shall be delivered in a muddy condition. It shall have pH value ranging between 6and 8.5.

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FertiliserMeasurement of sludge shall be in stacks, with 8% reduction for payment. It shall be freefrom extraneous matter, harmful bacteria insects or chemicals. (Subjected to safetynorms).

Root SystemThe root system shall be conducive 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.

Condition

Trees and shrubs shall be substantially free from pests and diseases, and shall bematerially undamaged. Tom or lacerated roots shall be pruned before dispatch. No rootsshall be subjected to adverse conditions such as prolonged exposure to drying winds orsubjection to water logging between liftng 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 theLandscape Architect.

(d) Packaging

Packaging 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

Plants and ShrubsTrees 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.

Digging of Pits

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

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If the side of the below, it shall be replaced with the soil mixture as specified 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.

Badr 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 treading it down, leaving a shallow depression all round for watering.

Planting

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.All plastic and other imperishable 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 50mm 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 shaking the tree to allow the soil particles to shift into the root system toensure dose contact with all roots and prevent air pockets. 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.Aldrin or equivalent shall be applied every 15 days in a mixture of 5ml in 5 litres of water.

Staking

Newly planted trees must be held firmly although not rigidty by staking to prevent apocket forming around the stem and newly formed fibrous roots being broken bymechanical pulling as the tree rocks.Methods:

The main methods of staking shall be:(a) A single vertical shake, 900mm longer than the clear stem of the tree, driven600mm to 900mm into the soil.(b) Two stakes as above driven firmly on either side of the tree with a cross bar towhich the stem is attached. Suitable for bare- rooted or Ball material.(c) A single stake driven in at an angle at 45 degrees and leaning towards 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.The end of stake should be pointed and the lower im to 1.2m should be coated with anon-injurious wood preservative allowing at least 150mm above ground level.

TyingEach tree should be firmly secured to the stake so as to prevent excessive movement.Abrasion must be avoided by using a buffer, rubber or Hessian, between the tree and

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stake. 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 replaced to allow for growth.

Watering

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

Fertilising

Fertilising shall be carried out by application 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 25 gm.(3) Ammonium 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 excavated earth after breaking dods and mixing with sludge in ratio 8:1 (8parts of stacked volume of earth after reduction by 20%: 1 part of 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 individual plant spedmen.

For planting shrubs and ground cover shrubs in planters, good earth shall be mixed withsludge in the proportion as above and filled in planters.

Posibons of planters shall be planted should be marked out in accordance with thearchitectural drawing. When shrubs are set out, precautions should be taken to preventroots drying. Plantng 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 settlement, 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 returmed and again firmed by treading.

(h) Grassing

Preparation

During period prior to planting the ground shall be maintained free from weeds. Gradingand final weeding of the area shall be completed at least three weeks prior to the actualsowing. Regular watering shall be continued until scming by dMding the area intoportions of approximately Sm squares by constructing small bunds to retain water. These'bunds' shall be leveled just prior to sowing of grass plants; it shall be ensured that thesoil has completely settled.

Soil

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

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Sowing the grassroots rGrass 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 somne 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.

Maintenance

As soon as the grass is approximately a 3cm high it shall be rolled with a light woodenroller - in fine, dry weather - and when it has grown to 5 to 8 cm, above to groundweeds must be removed and regular cutting with the scythe and rolling must be 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 suffidently secure in the ground tobear the mowing machine, the blades must be raised an inch above the normal level forthe first 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 grassIn the absence of rain, in the monsoon, the lawn shall be watered every ten days heavily,soaking the soil through to a depth of at least 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 thecontracts expense. The Contractor is to exerise 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.

Fertilising

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

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 cn.

Weeding

Prior to regular mowing the contractor shall carefully remove rank and unsightly weeds.

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(i) Maintenance

Cu/tivating

The Landscape Contractor shall maintain all planted areas within Landscape contractboundaries for one year until the area is handed over in whole or in phases. Maintenanceshall indude replacement of dead plants, watering, weeding, cultivating, control ofinsects, fungus and other diseases by means of spraying with an approved insecticide orfungicide, pruning, and other horticulture operations necessary for proper growth of theplants and for keeping the landscape sub-contract area neat in appearance.

Pruning and Repairs

Upon completion of planting work of the landscape sub-contract all trees should bepruned and all injuries repaired where necessary. The amount of pruning shall be limitedto the necessary to remove dead or injured twigs and branches and to compensate forthe loss 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.

Tree Guards

Where the tree guards are necery, care should be taken to ensure that they do notimpede natural movement or restrict growth. Circular iron tree guards shall be providedfor the trees at enhancement locations. 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 longexduding splayed outward at lower end up to an extent of 10 cms. (ii) 3 Nos. 25x25mmMS flat rings fixed as per design (iii) 15 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 which they are bolted together with 8mm dia and 30mm long MS boltsand nuts.

The vertical angle irons shall be welded to rings along the drcumference with electricplant 15 Nos. bars shall be welded to rings at equal spacing 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 coats 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 carried 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 should 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,packaged plants should be unpacked, the bundles opened up and each group of plantsheeled in separately and dearly labelled. If for any reason the surface of the rootsbecomes dry the roots should be thoroughly soaked before planting.

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(k) Protective Fencing

According 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 C.P.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 contractors 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 account unforeseen delay in commencing the work, whatever the cause of suchdelays be.

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

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

8. Contractors' quote rate shall include the cost of transportation of toods and plants to and fromthe site, sales tax, excise duty, octroi, etc. It shall be dearly understood that no daim for anyextra payment on account of sales tax, exdsed duty, octroi 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 contractor and he shall employ suffident supervisory personnel to ensurethe safety of these items.

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

Government of Uttar Pradesh, Public Works Department, Lucknow, Inda 6-8Project Co-ordinating Corsutantr (PCC) Services for Uttar Pradesh State Roads Project

Environmental Management Plan (Pillbht - Khutar) DHV Consultants BV

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

12. The Contractor shall co-ordinate his work with other agencies employed by the Clients 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 clean during the execution of the work.Any debris found at or near the site of work shall be moved immediately as and when sorequired by the landscape Architect / Project Engineer.

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

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

16. "General condition of contract and standard contract Forms of shall also form part of thecontract.

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 stem. The size of crown shall be ingood over all proportion to the height of the tree.

18. Small trees and shrubs shell be well formed with the crown typical of the species or variety.19. GENERAL REQUIREMENTS OF PLANTS:

(1) Plants shall be typical of their species 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 property supported with bamboo stocks to ensure theirsafety against winds or any other factor, which may affect it adversely.

20. PROTECTION OF 'TREE TO BE PRESFPVED"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 FERTILISERSEARTH: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum,shingles, rocks, stones, building rubbish and any other foreign matter. The earth shall be freefrom dods or lumps of sizes bigger than 50mm in any direction. It shall have pH rangingbetween 6.5 and 7.5.

MANURE: Manure shall be of well-decayed organic matter obtained in dry state from theMunicipal dump or other similar source approved by the Project Engineer. The manure shall befree from earth, stone or other extraneous matter. Manure shall be supplied, at site wellscreened.

Government of Uttar Pradesh, Public Works Department, Lucdiow, InrKa 6-9Project Co-ordinating Consutbnls (PCC) Services for ULtar Pradesh State Roads Project

Environmef*al Management Plan (Pilibhit - Kh)utar) DHiV Consultants BV

FERTIUSERS: If the soil tests indicate pH value not as per the above specification namelybetween 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 1kg 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 cubicmetre to raise pH by one full point

Government of Utar Pradesh, Public Works Oepartment, Lucknow, India 6-10Project Co-ordinabng Corsultants (PCC) Services for Uttar Pradesh State Roads Project

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TYPICAL SECTION T-2 GROUND LUL -1 5RL

PROJECT

NOTES Drawing No 3-2 UTTAR PRADESH STATE ROADS PROJEC1) FOLLOW WRITTEN DIMENSIONS ONLY

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED

3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF TITLETHE ENGINEER SCALE: NTS DESIGN FOR ENHANCEMENT OF POND

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

- -

STEPPED ACCESS AS PER DETAIL T-5

PROPOSED PARKING SPACE

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GULMOhAR TREES~5M OCi

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BRICK PAVED PAT1 VAY BRICK PITCHED EMBANKMENT(I 25M ,de) AT 1 2 SLOPE (REFER TYPICAL DETAIL T-2)

;UI MOHAR TREES PAVING T-4 TYPE-4

RAILING ASPERTYPICAL DETAIL BRICK PITCHING

GROUND LUL l.5RL , S0LOPE

5000 BRICK PAVING - 75 SCALE:

SECTION A-A 0 10 20 20 40 SO-

SCALE 1 25

-1 TATE ROADS PROJECT - Public Works Department, Govt. of Uttar Pradesh

_ .h CONSULTANCY SERVICES FOR

DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT

Halcrow and Partners PROJECT CO-ORDITNATING CONSULTANTS (PCC) SERVICES -LUCKNOW - INDIAHA NCEMENT OF POND Operation Research Group

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DHV Consuftants BV STAl- ROADS INFRASTRUCTURE DEVELOPMENT TlECHCAL ASSISTANCE PROJECTNotes:- 1) No ti. is to be planted ithin 2 5m of on meisting tree Fg No q= h GT PROJECT CO-ORDINnNG CONSILTANTS (PCC) SERVICES -LUCKNOW -INDIA

2) Ajtemote inner and ou,ter roes of tree ore to be repeated F e C . FUNDI.IED BY THE WORLD BANK (LoAn N.. 41 WM)Netwer er etro Apace is omioble. or deleted 1hermer 33(d) MDPC-NAn(1,L)Ui les space is ovailble. unil otherise specitied

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DHV Consultants BV STATE ROAMS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT

Notes:- I) No tre. is to be plonted within 2.5. of on *.s.ting re. Fi No H . PROJECT CO-ORDINA nNO CONSULTANTS (PCC) SERVICES -LUCKNOW -INDIA

2) Aterate inner eond oter rioes of tres are to be repeod De.OS "C-As-ft FUNDED BY THE WORLD BANK (L.o N.. 41144N)ess space is o.oilable. unmss othenss specified.

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UTTAR PRADESH STATE ROADS PROJECT -11 Public Works Department. Govt. of Uttar PradeshCONSULTANCY SERVICES FOR

Notes:- 1) N. tm is to be pimtod ithin 2.5m of an existi t lg. No. DWV Consultants BV STATE RoADs iwe.srmcrusE DEVELOPMENT TECHMCAL ASSISTANCE PROJECTNeS:- 1) No treeso to be poned within 2 of on Netng tre Flg No oni t PROJECT CoooRDmlN CNSULTANTS (PCC) SERVICES -LUCKNOW -INDIA

2) Altenot inner a outor rows of trees ore to be roe0tdid FUNDED BY THE WORLD BAWI(Lon No. 4114-N)whfre eer extro space is oolaoble. or deleted r 3-3(f) MCN()ULless spoce is ovoiloble. unbesJ othein specified)

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

-- 1.~~~~~~~~~~~~~~~~~~~~~~----- -- :. FC)

|PROJECT

NOTES. Drawng No 3 -4 UTTAR PRADESH STATE ROAOS PROJECT -If

1) FOLLOW WRITTEN DIMENSIONS ONLY


3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY TIL

ON APPROVAL OF THE ENGINEER SCALE. NTS DESIGN FOR ENHANCEMENT WELL AND TEMPLE

EXISTING ASHOK TR E

PROPOSED CHABUTRAAROUND EXISTING TREEAS PER TYPICAL DETAIL- T-3, TYPE-2EXISTING CHABUTRA TO BEREINFORCED BY 100 TK P.C.C. LAYERSLOPING TOWARDS DRAIN

# 1 1 r | EXISTING WELL

PROPOSED CONCRETE BLOCKPAVING AS PER TYPICALDETAIL T-4, Type-3

U | | | F \ }} I I I PROPOSED RAILING ASPER TYPICAL DETAIL T-6. Type-3

pi J T-1 4 77 1 1

LL NO TEMPLE ion Research p. . .

PR ECT- td Public Works Department, Govt. of Uttar PradeshI | ar,~~~~wsxarnwal CONSULTANCY SERVICES FC4q

- DHV Consultants BV |STATE ROADS INfRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTLL D TEPL Opealcrownd ReParchnGroup PROJE CT CO-OR DINATI NG CqNSU LTANTS (PCC) SERVICE S - LUCK NOW -INDIAt LL j NDEMPLE |Developmrent ConsunaritsLtd. FU?NDED BY THE WORLD BANK (Loan No. 4114-IN)

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

- - - ~~~PEOP.-RADIUS-76.

PAVING AS PER DETAIL T-4,TYPE-3 0> ) - ° -0

PROPOSED SHADE TREES AZADINACHTA ( I I#i)kINDICA & TAMARINDUS INDICA 01Om C/CfTO BE ALTERNATED

EXISTING TEMPLE COMPLEX 0 0 Q _ S _-

EXISTING TREES

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

BRICK PAVED PATHWAY AS PER DETAILT-4JTYPE-4

PROJECT

NOTES DRAV'VING 3-5 UT.TAR PRADESH STATE ROADS PROJECT - li

1) FOLLOW WRITEN DIMENTIONS ONLY

2) ALL DIMENSIONS IN MMt3) ANY CHANGES TO BE MADE TO BE APPROVED TITLE

BY THE SUPERVISION CONSULTANT SCALE 1.500 DESIGN FOR ENHANCEMENT OF TEMPLE AND F

PROPOSED SHOLDER EDGE

FLOWERING TREES GULMOHAR,SALIX & AMALTAS @lOm C/C

- - -- - - _ _ _ _ - r-.DT -HEXISTING- PBOFOSEDST.EP GHAT _ _ _ - _ - _ - - - 1 STRUCTURES

- _ - - _ - _ - _ - _ - _ - _ - _ L BLDG

b - - - - - - - - - - i - ...... l X Si PROPOSED SHADE TREES. -e - - - - - - -POND- - - - - - j\- AZADARICHATA INDICA &

- - - ~~~~~~~~~TAMARINDUS INDICA

t 2 , j s 143 ~~~~~~~~~~o 1 m C/C

PROPOSED- -- - - - ~~~~~BRICK PITCHED

- - - -- - - - - -SLOPE PROTECTIONAT 1:2 SLOPE AS

- -- - - ~~~~~~~PER TYPICAL- - -- - DETAIL T-2, TYPE-4

t < \ _ - . .. ~~~~~~~~~~~~~~~~~~........................ 1GREEN TURFING

|10 ________ SCREEING TREES ACACIANILOTICA 03m C/C

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DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTOF TEMPLE AND POND Operabon tResear Group PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES -LUCKNOW -INDIA

Development Consultants Ltd FUNDED BY THE WORLD BANK (Loan No 4114-IN)MDP Consultants (Pvl.) Ltd.

_ _

h

\ \ 8 i ~~~~~~~~~ ~ ~~OF Well /IA

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NOTES . T.1 PROJECT U

1) FOILOW WRrTTEN DIENSIONS ONLY D UTTAR PRADESH STATE RCDS PR(2) ALL DIENSIONS IN M

_3) SITE SPECIFIC CHANGES IF ANY, TO BE ADE ONLY ON APPROVAL OF SE TITLE WASHING PLATFORM AT THE DGE OFTHE ENGINEER_

_

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2500

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SCALE

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_OV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTFOI kM AT THE Haicrow and Partners PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA

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I -t- BRICK LAJD ON EDGE

BRICK WD ON FLAT

THIS SPACE. OBTAINEDFROM THE PERTICULARARRENGMENT WILLFACILITATE GROWTH OFVEGETATION ON SLOPE

t -- KERB STONE

GABION BOX

II 1 . . . 1 It I IIWATER BODY/I

BRICK ARRENGMENT ELEVATION

1 ~~~~1605 [

= ;, , * > ~~~~~~~~~~~KERBs SLAEGOOD OUAL

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~~- -- -4 - - - - -

- - -- - - - - -

PROJECT . I/DRAWIN4G: T-2 UTTAR PRADESH STATE ROADS PROJECT - II

In association with

DHV Consultants BVTITLE Halcrow and PartneiSSCALE: 1:500 DESIGN FOR BRICK PITCHING ON EMBANKMENT 0peration Research G(OupDepelopment ConsUttants Ltd.

MDP Consultants (Pvt..) Ltd.

ArEIER TWO 110mm (Brick laid on Flot) COURCESONE COURCES OF 7 0mm (Brick loid on edge)

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

G BION BOX AS PER DETAILS IN GABION STRUCTURE DRAWING

BRICK PITCHING OF SLOPE SURFACE

SCALE

500Mm 200mm OMM 500MMI I ~~~~~~~~~~~~NOTES:

1) FOLLOW WRITEN DIMENTIONS ONLY2) ALL DIMENSIONS IN MM3) ANY CHANGES TO BE MADE TO BE APPROVED

BY THE SUPERVISION CONSULTANT

Public Works Department, Govt. of Uttar PradeshCONSULTANCY SERVICES FORo ultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTid artonrs

LRe arhGop PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA.3nt nula Ltd.;uIt nts(Pt)L. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)

-~~~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ *''- t tS '-'

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BACKC PEST 1 250ARRE,'G T 25 B PI

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75MM THICK -RICK !

125rM TH:CK BRICK VI AR7-4 I G *10.00 GR(

P. C C. (M20) - .

SECTION A-A (TYPE 1')

No: T-5PROJECTST E-Doc.* No: T-3 < -UTTAR PRADESH ROADS PROJECT II

In SawaoaJ. 4

DHV consulntsTITLE Halco adPers

SCLE 1:50 SEATING ARROUND TREE - 1 Operation Rese GrcDevelopment ultanMDP fCtan (t.)

4-

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T2EE T2CK

FIALL I) 250 480 560 300

~~~~~~~~~~~75M THI89CK @t w0 RON

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NOTES :SCALE 1) FOLLOW WRON D NS ONLY

T T 2) ALL OMMtS 0 1 5 I MNL=UZ O`DERWGE STATEDR ~~~~~~~~~~~~~~~~~~~~~) srr S PECIFIC CHAIES If ANY. TO BEAD CINLY ON -ROAL OF; ~~~~~~~~~~~~~~~~~~~~~~~i Tlf ENGINER

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/ (onsu nts BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTath Re Group PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAlopf Sultants Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)C su

210 435 ~~~270 120 30 8 Il i i i ff t nCORNER

TILE

HALF TILE9 1 y/+ 5 HALF TL a

TYPE I TtPE 2

CEMENT TILEAS PER TILE DESIG

CORNER TILE479

22 120 270

FIXING OF TIlHALF TILE

SCALE

n { 500MM

TYPE 3

PROJECTDrwing No: T-4 UTTAR PRADESH STATE ROADS PROJECT- 11J

In assocmbn

DHV Congultants ITITLE Halcrow and Partnem

SCALE: 1:20 PAVING Operato R o

MDP Consuftnts (Pvt.) It

268 375 f ^ 3 oeo 150 450 ~~~~~450[i ]

TYPE 2 TYE 4

CEMENT TILES IN 1:6 CEMENT MORTAR

OMM MORTAR GAP II nd CLASS 8RICKS LAID ON FROG AND FIXED IN 1:6 CEMENT MORTAR10 MM MORTAR GAP37s , ~10 MM MORTAR GAP.,., ,,,. ..., ' P (M20)

r- RAMMED EARTH c. (M20)FIXING OF TILES

RAMMED EARTH

FIXING OF BRiCKS

SCALE

500MM 200MM OMM 500MM 1 OOOMM

NOTES:

1) FOLLOW WRITTEN DIMENSIONS ONLY2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED3) SiTE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF

THE ENGINEER

4/ 77eqrPublic Works Department, Govt. of Uttar Pradeshas teaoonih CONSULTANCY SERVICES FORH ConItants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTate n Rt rdt Gp PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA3 e nsuiet It vanta Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)_

.~~~~Ld

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CEME,,T TILES TYPE 1. LA c l P C.C.(MZO. 75mm TICA)

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PROJECTDrawingNo:T-5 UTTAR PRADESH STATE ROADS PROJECT -11

In assocaion wth

DHV Consultants BVTITLE Halcrow and PartnersSCALE: 1:50 oACCESS TO EMBANKMENT peration Research GroupSTEPPED ACCESS TO EMBANKMENT Development Consula ants LtdMDP Consultants (Pvt.) Ltd.

,.-E:: R

SFTIQO\ R-R-

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

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

NOTES

1) FOLLOW WRITTEN DIMENSIONS ONLY2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED

3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE CINJLY ON APPROVAL OF:

_ Public Works Department, Govt. of Uttar Pradeshalso ~~ CONSULTANCY SERVICES FORo nulaftsBV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT~i a PrtnersPROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAIoL esearci' -Do(4

_ ntosJtt Ltd FUDE BY TH WOL BAK(onN.41No_ Itnt .~. Ltd

_U

1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~2 XA 25 X 3, l I } , , ~~~~~~~~~I

I , ,

.o~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ L

TYPE-1

0 .~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~3 X 3 W WL X

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

TYPE-2

PROJ ECTDrawng No: T-6 UTTAR PRADESH STATE ROADS PROJECT- 11

lin aSsCiation wth

DHV Consultants BVTITLE Halcrow and Partners ISCALE. NTS RAILING DETAIL Doerpeopment Consulta dMDP Consultants (Pvt. Ltd.

j~~~~~~~~~~~~~~~~~~~~~~~~~~~~~3 w r1

.111r1liK

1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~3

1 36, 1 ,3 ,:.1

TYPE-3

X~~~~~~~~~~~~~~~~~~~~~~2 X 25

\S 3\ hr- ii it

DETAIL AT B SCALE 1:25

NOTESDETAIL AT A SCALE 1:25 NTS1) FOLLOW WRITTEN DIMENSIONS ONLY2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OFTHE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTANCY SERVICES FOR)n ultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTRe arcs GI PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAint onsuftats Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)ult Ls(P t. d.

0 -:

V E~~~~~~~~~~~~~~~~~~-

G. L.

ELEVATION

GEOTEXTILE FlXED TO L AND TSECTIONS WITH BINDING WIRE -- A

- 275 275

.-. ~ ~ ~ ~ ~ z _______

A,. ~ ,.'|.\SS ANGLE (25mm x 25mm x 3mm)

.s/'1 ...... 625

!n ._=J A~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

B

0

O _- $ ti :,, t.t-mLE~~~~~~~~~~ ____

MM X 25 ,)v X 3 4

; G*. G

G.-~~.

AND ~~~~~~~~~~~ ~~SECT ION IA-I AND T A-Nt WIRE -'IA 5GOTEXT'L' MIRAF'I!7 i 1_ 140 N OR S!MILAR -

. ~~~~~~~~~~~APPROVED MAKE 1- -M. S. ANGLE_ 1 ___ xj; SUPPORTED ON MESH (25 MWV X 25 M M X 3 M M)

BINDING WIRE.7HROUGH SLOTS

---i A DETAI AT B

Title: Silt Fencing Arrangement ForWater BodiesT-7

BRICK PAVING BRICK STEPS WITHSTONE CLADDING

0

300 THK. BRICKWALL -

- - - -- - -- -- - - -- - -- ~~~~~~~~~BRICK PAVING

/ , ,ir - - - -,- _ _ _ _ _ _ _ _

/~~ ~ ~ ~~~~ - - -WL OPEIN \30 0) RCKPVN

I I I / - - _ - - - - - - - - - - - - - - - - - - - - -\ \ I I I/ fi ---- ---- _ _ _ _ _ _ _ _ _ _ __- -- -

I I I / , ~~~- - - - - - _ _- _-_-_-_--_- -I- -I / , -~~~~- -- --- - - - - - -_ \ \

Z~~~~~~~~~~~~~~~~~

RISER ~ ~ = - _ _ -- .

PRO POSED ,________________________

SCAI F: 1:50~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:,.

PROJECT Public WorDrawing No. 7-8 UTTAR PRADESH STATE ROADS PROJECT - 1I CONSULTIN

STATE ROASCALE: NI~ ~~~~~~Tf

PROJECT C'SCALE: WStWELL - TYPICAL DETAIL

=~ ~ ~ ~ ~ ~ ~~~~~~~~FNE ===

300 TH-K. BRICK WALLo WrrH STONE CLADDING0

o ~~~~~~~~~~~~~~~~~~~~~~~~~~BRICK PAVING

BRICK STEPS WITh0 F -___

_ __ _STONE CLADDING

C-r. Lvi.

ELEVATION* PAVING SCALE: 1:50

x

SECTION XXSCALE: 1:50

NOTE: -

i) FOLLOW WRITTEN DIMENSIONS ONLY


3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTING SERVICES FOR_ _ STATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTPROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAFUNDED BY THE WORLD BANK (Loan No. 4114-IN)

HAND PUMP

6" HIGH PARAPET

CEMENTED PLATFORM

1 50/ / \XX 1/1/ 1000/\\

PROPOSED PLANSCALE: 1:50

PROJECT PublicDrwwrgNo T-9 UTTAR PRADESH STATE ROADS PROJECT -11 CONSL

STATE

SCALE: NrS TITLE PROJEHANDPUMP - TYPICAL DETAIL FUNDE

HAND PUMP

0LOC CEMENTED BASECY)

6'X6' PARAPET

4 un s -Et n G r . Lv I .

' RAPET '° /

PLATFORM

ELEVATIONSCALE: 1:50

HAND PUMP

0on 0=0 ._ .. X - CEMENTED BASE

66"X6" PARAPET

0-ln C r. Lvl.

' = _ I_

LO

SECTION XXSCALE: 1:50

NOTE: -

i) FOLLOW WRITTEN DIMENSIONS ONLY


3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTING SERVICES FOR

STATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT

PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA

FUNDED BY THE WORLD BANK (Loan No. 4114-IN)

l~~~~~~~~~~!~~~~~~~~~~~~~~~~~ - r - '-- ~j - - ~ -- -

; ~ ~~~ ~ ~ ~ I--

. . . -..

jj 0 A FLA rL_R4 -.

*' { j i S t ~~~~~PIPE AS FC , ,.1

- i 1, s ' tQRAILING STAt.: s. ,

I -! * II57; - - - l. , ~ -=A . - - _

| I jI 1 C IR'E

I ~ ~~ ~ |1 |3CClCG 1t I , ; -SF

----_----__--_ - -. - -~ - ---- i

IK1 _ _ _ _ _ _ _ _ _ _ _ _ .__ _ ___ _ _ J_

-. I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

B I PLAN

UANHCLE WA9-O.E

--. - 1925 - 13" _1 7,7 5 _

-e I7 _ - - - - --,H --------

°NLET 12CC 2001 *

o O~~~~~PENING - --

-4 .S. ;:PF j =. .I

r

-.t __=_ f _ . -a - a________,

200

c~~~~~~20 AL

I I A I-V -.L

0 50OU.U. DIAC .,,IOI U~~~~~~~~~~.S. PiPE

SECTION A-A

1_Lw s :; : R G 4EOEWIF1S j - rLATEFORMI INLE, TC

sETTUNG - 5r im. CHA' JBIR

CHAMBE OArVLL v

FLE c GEOTEXT7:1z IIY V1v

SECTION A-A

IAANHOLE FC4 R,lCI C

T7RST ~CHAWZi-

j1~~~~~~~~~~~~~~~~~~~~~ 0'- 1l t '59.i T _ _ _~~IS2

ROOF PLAN

X~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~IC LIN XI IS N |

C, 5 rp

v ; 2g 1 2C : . r 1 'I r -P60 I LET

WFL rORTLET,G ;

° SECTION B-B ELEVATION~~~SET',O

575 T10 _.

(PHASE 11) December 2003 Khutar)

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