NATIONALHIGHWAYS AUTHORITY OFINDIA

No.t?hm Tnr* Rol" in M~It intli ( Rul Mei-Mury)~~

Public Disclosure Authorized Grand Trunk Road Improvement Project

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SofodU.wod wIapwov)fuflh pusJg S 1e5e)Ped -ue!d jwJJ69u9r ejoewuoQwwU EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

LIST OF TABLES

TABLE I CONTRACT PACKAGESOF TNHP AND GTRIP...... 1...... I TABLE2 PROPOSEDIMPROVEMENTS- PACKAGE I C. 2 TABLE3 ENVIRONMENTALMANAGEMENT PLAN. 7 TABLE4 PROPOSEDTRAINING PROGRAM UNDER GTRIP.. 36 TABLE5 NATIONALAMBIENT AIR QUALITYSTANDARDS .38 TABLE 6 INDIAN STANDARD DRINKINGWATER SPECIFICATION-IS 10500:1991.39 TABLE7 NOISELEVEL STANDARDS (CPCB) .41 TABLE 8 ENVIRONMENTALMONITORING PLAN .42 TABLE 9 SUMMARY BILL OF QUANTITIESFOR SPECIFIC ENHANCEMENTLOCATIONS 44 TABLE 10 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENTELEMENTS .45 TABLE11 ENVIRONMENTALBUDGET FOR CONTRACTPACKAGE I C .48 TABLE12 GRADEDSTONE AGGREGATE .55 TABLE13 GRADINGOF FINEAGGREGATE .56 TABLE14 GRADINGOF SAND FOR USE IN MASONRYMORTAR AS PER IS:2116 .57 TABLE15 GRADINGOF SAND FOR USE IN PLASTERAS PER IS: 1542.57 TABLE16 ELONGATIONPERCENTAGE OF MILDSTEEL BARS .57 TABLE17 PHYSICALPROPERTIES OF MILD STEELBARS .58 TABLE18 TOLERANCESFOR FORMWORK.58 TABLE 19 STRIPPING TIME FOR FORM WORK .59

LIST OF APPENDICES

APPENDIX 1 METHODOLOGYAND TECHNIQUESFOR TREE TRANSPLANTATION APPENDIX 2 TREES FOR TRANSPLANTATION APPENDIX 3 WELLS AND HAND PUMPSIDENTIFIED FOR ENHANCEMENT APPENDIX 4 CULTURAL PROPERTIESTO BE RELOCATED APPENDIX 5 LIST OF BORROWAREAS APPENDIX 6 RECOMMENDEDQUARRY AREAS APPENDIX 7 WATER BODIESFOR ENHANCEMENT APPENDIX 8 PROPOSEDTRUCK PARKING LAY-BYESALONG THE GRAND TRUNK ROAD APPENDIX 9 MAJOR AND MINOR JUNCTIONS IDENTIFIEDFOR ENHANCEMENT APPENDIX 10 LANDSCAPEPLANS APPENDIX 11 NOISE MITIGATION LOCATIONS APPENDIX 12 TABLE OF PROPOSEDBus STOPS ALONG GRAND TRUNK ROAD APPENDIX 13 CULTURAL PROPERTIES IDENTIFIEDFOR TYPICAL ENHANCEMENT APPENDIX 14 CULTURAL PROPERTIESIDENTIFIED FOR SPECIFIC ENHANCEMENTS APPENDIX 15 REPORTINGSYSTEM

I AA ALA-ta S EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

LIST OF DRAWINGS

Specific Enhancement Drawings

1 DESIGN FOR ENHANCEMENTOF TEMPLE IC1322.211 2 DESIGN FOR ENHANCEMENTOF TEMPLE IC1323.3/2 3 DESIGN FOR ENHANCEMENTOF STEP WELL !C/367.6/3 4 DESIGN FOR ENHANCEMENTOF POND IC1332.214 5 DESIGN FOR ENHANCEMENTOF COMMUNITYSPACE IC/351.75/5 6 DESIGN FOR ENHANCEMENTOF TEMPLEAND WELL IC/375.616 7 DESIGN FOR ENHANCEMENTOF VILLAGE WALL IC1388.917 8 DESIGN FOR ENHANCEMENTOF POND IC/388.018 9 DESIGN FOR ENHANCEMENTOF BAWAN BIGHA POND IC1389.8/9

Typical Enhancement Drawings

1 PREVENTINGDIRECT ACCESS T - 1 2 RAMPEDACCESS T-2 3 STEPPEDACCESS T-3 4 SEDIMENTATIONCHAMBER T -4 5 CASCADES T-5 6 CHAINLINK FENCING T-6 7 BARRIER TO PREVENT GARBAGEDUMPING T - 7 8 HANDPUMPTYPE1 T- 8 9 HANDPUMPTYPE 2 AND TYPE 3 T -9 10 NOISE BARRIER TYPE I AND TYPE 2 T - 10 11 CONCEPTUALDESIGN OF STRUCTURALNOISE BARRIER T - 11 12 SEATINGARRANGEMENT T - 12 13 NOISE BARRIER(CONCEPTUAL) T- 13 14 OIL INTERCEPTOR T- 14 15 PLANTER DETAIL T- 15 16 GABION STRUCTUREFOR SLOPE PROTECTION T - 16 17 GEOTEXTILE DETAIL T - 17 18 SEATINGAROUND TREE 1 (TYPE 1 & 2) T - 18 19 SEATING AROUND TREE 2(TYPE 3 & 4) T - 19 20 SEATINGAROUND TREE 3(TYPE 5 & 6) T - 20 21 SEATING AROUND TREE 4(TYPE 7 & 8) T - 21 22 WELL SHAFT TOUCHINGTHE DITCH T - 22 23 WELL SHAFTWITHIN EMBANKMENT T - 23 A 24 WELL SHAFTWITHIN EMBANKMENT T - 23 B 25 RECHARGINGPIT FOR URBAN DRAINS T - 24 26 WASHING PLATFORMAT THE EDGE OF THE POND T -25 27 STORAGEAREA FOR OIL AND GREASE T - 26 28 PAVING T- 27 29 RAILING DETAIL T - 28 30 LAYOUTFOR CONSTRUCTIONCAMP T -29 31 WASTE DUMPING SITE T - 30 32 CANOPY T - 31 33 LAYOUT OF BUSBAY T - 32 34 DESIGN FOR BUS STOP T - 33 35 DETAIL OF BUS STOP STRUCTURE T - 34 36 SLOPE PROTECTIONDETAILS T - 35 37 BRICK PITCHINGON SLOPE T-35 A

I e 1 ":<,Z:7 List of Noise mitiaation drawings

NM - IC'-1 Noise mitigation for Junior high school of PILWAR Km. 322.200 (South) NM - IC -2 Noise mitigation for Primary school of Km 331.500(North) NM - IC -3 Noise mitigation for Middle school mehwaof km 331.800 (South) NM - IC -4 Noise mitigation for Gyan Sthali English mediumschool Km. 331.900 (North) NM - IC -6 Noise mitigation for Primary school Bijoli at Km. 334.400(South) NM - IC -7 Noise mitigation for Primary school mehawaat Km. 336.100(North) NM - IC -8 Noise mitigation for Communityspace of Km 351.750 NM - IC -9 Noise mitigation for Primary school at Km. 368.900 Nm - IC -10 Noise mitigation for Primary School Janetpur Km. 381.900(North) Nm - IC -11 Noise Mitigation at Janta high school at Km. 384.000(South) Nm - IC - 12 Noise mitigation for Primary School mahtoli,at Km. 386.500(North) Em'ionn7l ManagsrnernPfmn-PackageI C GrandTrwd Road nrmpvaf Proj.ct

1.1 INTRODUCTION The NationalHighway-2 (NH-2) connecting Delhi with Kolkatais one of the most importanthigh- density corridorsin the country.The existinghighway is a two - lane carriagewaywith traffic bottlenecksand various highway deficiencies. To caterto the existinghigh volume of traffic,there is an urgentneed for capacityaugmentation of thishighway. The Govemmentof India(Gol), acting through the National Highways Authority of India(NHAI), a part of the Ministryof RoadTransport and Highways (MRTH) is Inprovingthe Agra - Dhanbadportion of the NH-2 with assistancefrom the WorldBank. To faciitatethe projectpreparation, the corridor stretchhas beendivided into fivepackages. International consultants have beenappointed for the planningand design of eachof these five packages, each about 200km long. Each contract package hasbeen further divided into several contract packages. The 1400kmlong NH-2falls in the UpperGangetic Plain in northemIndia and traverses through the statesof Delhi,Uttar Pradesh, Bihar and West Bengal. As part of the Delhi-Kolkatasegment of the GoldenQuadrilateral, the DelhimAgrasection (210km) at the westend, and BarwaAdds - Kolkata section(278km) at the east end of the NH-2 havealready been 4-laned with assistancefrom the ADB. For projectpreparation, the Agra-Barwa Adda section was divided into 16 contractpackages. Eightof the 16contractpackages were selected forThird National Highway Project (TNHP) (Table 1), dependingon the projectpreparedness, progress on land acquisitionand utliy relocation.Of the remainingeight packages,seven are proposedto be taken up underthe GrandTrunk Road ImprovementProject (GTRIP). The Allahabad bypass (Contract Package Ul1-B) has not been included as part of TNHPor GTRIP,will be takenup subsequently for constructionby NHAIwthh funding from theWS.

TableI ContractPackages of TNHPand GTRIP

Package Depfion (d-ange) To anage (km)PFoLeng art of Project

I A Agra- ShikohabXd 1S9.660 250.500 0.840 GTRIP I -B Shikohabad- EtawahBypass (start) 250.600 307.500 59.020 GTRIP Ebwah bypass 307.500 321.100 13.600 Etawahbypass I - C Etawah bypass (end)- Bhognipur 321.100 393.000 72.825 GTRIP 11- A Sikas&ihognoipur- Bhaunti 393.000 470.000 61.600 TNHP 1i- B Bhaunti - Fatehur Border 470.000 38.000 51.330 GTRIP l-C FatehpurBorder- Khaga 38.000 115.000 77.000 TNHP lit1A Khaga-Kokhraj 115.000 158.000 43.000 TNHP 111-B Kokhra- PaharpurVIlage 158000 245.000 87.000 AllahabaodBypass 11 C Paharpurvilage -RajaTalab 245.000 317.000 72.000 TNHP IV -A Raja Talab - Mohania 317.000 65.000 76.100 GTRIP IV -B Mohania-sasaranbypass 65.000 110.000 45.000 TNHP IV -C Sasaram bypass 110.000 140.000 31.100 GTRIP fV- D Sone River- Aurangabad 140.0M0 180.000 40.000 TNHP V- A Aurangabad- Rarigani 180.000 240.000 60.000 TNHP V-B Ranigani - Barakatha 240.000 320.000 81.570 GTRIP V -C Baraladia- BaMra-Adda(hanWbad) 320.000 398.750 78.750 TNHP Total GTRIP 422.780 Soare:NHAI 2000 This EnvironmentalManagement Plan (EMP)pertains to Contract PackageI - C, between EtawahBypass (End) to Bhognipur.

1 EnvironmentalManagement Plan - PackageI C Grand TrunkRoad ImprovementProject

The EMP is an integral part of the Contract Document. The conditions stipulated by MoEF, SPCB and other Government Agencies on NHAI would also be a part of the Contract.

1.2 PROJECTDESCRIPTION Package IC starts from km 321.100 of NH2 at the end of Etawah Bypass and ends at km 393.000. There are a number of villages and small towns in Package IC viz., Ekdil (km 329.000), Bakewar (km 338.000), Ujhiani (km 343.000), Mahewa (km 346.000), Babarpur Ajitmal (km 353.000-km 358.000), Bhikepur (km 362.000), Muradganj (km 365.000) and Auraiya (km 378.000).

Very high traffic volumes (as high as 141,568 PCUs by 2015 AD) are projected along the corridor. A divided four-lane carriageway has been proposed for the highway. The proposed improvements planned as part of the GTRIP are presented in Table 2.

Table 2 Proposed Improvements - Package I C

E it A E 4 _ E E 1 X > 4 X E ' E

625 R) S< 2 5 o t.80 00.00 2.00 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5

2.00 5.10 R S 2x7.25 5.0 2xl,5 ___2x1.0 ______5.10 6.25 R RA 2x7.25 5.0 2x1.5 2x1.0 6.25 9.80 R S 2x7.25 5.0 2x1.5 2x.0 9.80 10.70 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5

10.70 14.60 R S 2x7.25 5.0 2x1.5 ___2x1.0 ______

14.60 15.30 U C 2x7.25 1.2 2x2.5 ___5.5 2x1.5 2x1.5 15.30 19.60 R RA 2x7.25 5.0 2x1.5 2x1.0 19.60 20.80 R S 2x7.25 5.0 2x1.5 2x1.0 20.80 29.26 R RA 2x7.25 5.0 2x1.5 2x1.0 29.26 32.00 R S 2x7.25 5.0 2x1.5 2x1.0 32.0D 38.10 R RA 2x7.25 5.0 2x1.5 2x1.0 38.10 39.10 R S 2x7.25 5.0 2x1.5 2x1.0 39.10 45.80 R RA 2x7.25 5.0 2x1.5 2x1.0 45.80 46.70 R N 2x7.25 5.0 2x1.5 2x1.0l = 46.70 47.90 R S 2x7.25 5.0 2x1.5 2x1.0 47 90 48.10 R RA 2x7.25 5.0 2x1.5 2x1.0 48.10 55.90 R S 2x7.25 5.0 2x1.5 2x1.0 55.90 62.00 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5 62.00 63.40 R S 2x7.25 5.0 2x1.5 2x1.0 63.40 64.40 U C 2x7.25 1.2 2x2.5 _ 5.5 2x1.5 2x1.5 64.40 64.80 R N 2x7.25 5.0 2x1.5 _ 2x1.0 64.80 66.20 R S 2x7.25 5.0 2x1.5 2x1.0 _ _ 66.20 67.30 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5 67 30 68.00 R S 2x7.25 5.0 2x1.5 2x1.0

68.00 69.90 R N 2x7.25 5.0 2x1.5 2x1 0 _ 69.90 72.825 R S 2x7.25 5.0 2x1.5 2x1.0 _ C= Concentricwidening, N= Wideningon North, S= Wideningon South,RA= Realignment Source CompiledFrom DPR of PackageIC, NHAI.

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SHOWING C F~~~~~~~~~~~.~~~~ LeaMusciatae SoUth Ada PVL.W. Tft MP SHOINGCNTRAC PACKAGEL-iI [oLV L I EnvironmentalManagement Plan - PackageI C Grand Trunk RoadImprovement Project Out of the total of about 60km of the package,38km is to be widenecion the north side and another 11km of it is to be completelyrealigned, Rest about 10km passingthrough small towns and dense villagesis to be concentricallywidened.

1.3 MAJOR FINDINGSOF THE EA

1.3.1 AIR Air quality was monitoredat 7 locationsin Package IC, of which, 2 are urban locationsat the same chainage(km 382.000)and the remaining5 are rural locations. All the air quality parameter levels are well within the permissiblelimits for the same. The highest level of SPM is predictedto be along the stretch between Ujhiani- Mahewaand Sarai Ajitmal-Babarpurbypasses along package 1 C. The highestconcentration of NOx is also predictedto be in this section. CO concentrationswill be highest along the Ujhiani - Mahewa bypass and between Bakewar and Ujhiani by 2025 A.D. The lowest concentrationsof SPM are likelybetween the beginningof the SaraiAjitmal and Muradganjbypasses where they would be less than the 200 pgtm3 limit even in 2025A.D

1.3.2 WATER: HYDROLOGYAND DRAINAGE The corridor being on flat terrain is imminent to substantial waterlogging.Increase in runoff due increasedpavement surface (estimatedto be 747427cum) increasesthe area of waterlogging.The annual rainfallof the project area is 950mm and there is no major river crossing the corridorfor safe disposal of the surface runoff. Both these problemswill be solved by adequate drainageprovided by improved design of cross drainage structures,done as a part of good engineeringpractice. The generaldrainage patternof the projectarea is foundto be from North-Westto South-East.

1.3.3 LAND The NH-2 in this packagetraverses over the highlyfertile Indo-Gangeticplain. With provisionof five bypassesat Ekdil, Bakewar,Ujhayani, Babarpur-Ajitmal and Bhikepur-Muradganj, the acquisitionof land will be a significantissue since these tracts of productivesoil will be put out of use permanently. 133.20 ha of productiveagricultural land needsto be acquiredfor these 5,bypassesand 66.56 ha of agriculturalland to be taken up for wideningalong the existing alignment. The erosion of soils will not be a significantissue since the terrainis plainand the soil is alluvial. Borrowareas identifiedfor the projecthas been proposedmostly on non-productivelands. For borrow areas land is to be leasedfor the durationof constructionactivities only (and will be returnedto the owner after borrowing of earth). Redevelopmentof these areas after the borrowing needs to be adequatelyaddressed in the project.

1.3.4 NOISE Predictednoise levels along Package- IC indicate km. 378.000and km. 392.000as hot spots with levels approaching85 dB(A). Km. 369.000to km. 372.000and km. 386.000to km. 387.500are likely to have lowest noise levelsdue to lowertraffic predictionin these sections.

1.3.5 FLORA Land on either side is agriculturalor rural/residential.No endangeredflora species has been reported along the highway. Removalof vegetationalong the highwayis a major concern in the project. The roadside plantation in the state of Uttar Pradesh, declared as protected Forests, will need to be

ea 43soeSates

3 "ZIE7o7 EnvironmentalManagement Plan - PackageI C Grand TrunkRoad ImprovementProject cleared for the project. A total of 7622trees within the existing RoW need to be felled for the project. Clearance of the plantation will temporarilyraise the temperaturealong the corridor'due to loss of shade causingdiscomfort to the road users.

1.3.6 FAUNA The historicalhuman influenceand the continuoushuman habitation along the G. T. Road has meant that there is very little faunal presenceexcept for domesticanimals along the highway,especially in Uttar Pradesh,Some water bodies abuttingthe highway,do serve as a temporary/permanenthabitat for the migratoryor even residentavifauna. A national crocodile(gaviaf) sanctuary has been declaredin January 1979 to include about 500km length of the River Chambalcovering portions in states of U.P., Rajasthan,and Madhya Pradesh. Fishinghas been totally bannedin this sanctuaryand forest staff has been postedfor enforcementof Protectionof Wild Life. The boundaryof the sanctuaryis about5 km from Auriya and is most unlikely to be impactedby the project.

1.3.7 HUMAN USE VALUES The dominant land use along the highwayis agricultural.The major crops grown are wheat, maize, gram, sugarcaneand barley.216.41 ha of land needsto be acquiredout of -which 199.76ha will be agricultural land. It is envisagedthat the agricultural land along the highway will get converted to industriallcommercialuse to realise the value of the improvedconnectivity of the area. A total of 13 public buildingssuch as schools, hospitalsabut the road. The proposedwidening and strengthening will affect road-side amenities and some locationswill be more vulnerablethan before. Apart from these there are 32 wells and 61 hand pumpsthat would be impactedby the project. Some of these wells and hand pumps need to be relocated.Increased vehicular speed meanthat the fringe areasof the roadare at increasedrisk from speedingvehicles.

1.3.8 INDUCEDIRIBBON DEVELOPMENT Etawah - Etawahis a major settlementalong the NH-2,which will have significantinfluence on traffic as well as developmentalong the corridor.A decadalgrowth rate of 2 to 5% and a growthof 1.06 to 1.09%in absolute populationis predictedduring the design period.This is likely to trigger largescale developmentdue to increasedaccess. Widening of NH-2to 4/6 lane will further boostthe growthrate of this town. Hence, impactsare anticipatedto be mutuallydependent. Auraiya - This is a rapidlygrowing town along the NH-2. It registereda decadal growthof 12.52%. Though a decliningdecadal growth rate of 5% is predictedfor the design period, absolutepopulation is predictedto increasetremendously. The settlementat present being concentratedon the northern side of the corridor and having more than 20m clear width, no congestionis experienced.To arrest future encroachment and subsequent ribbon development,access control will work at its best if implementedimmediately. Includingthese there are 53 settlementsalong project corridor, which may expand in future.

1.3.9 CULTURALPROPERTIES The corridor passes through two significant cultural properties and properties of archaeological interest namelyKwaja Ka Phool and Stepwell at km 327.6. Khwajaka Phool is a 200 years old giant wall, of five meters high encirclinga villageknown as KwajaKa Phool. The highwaypasses close to

I eaA4sociates

4 EnvironmentafManagement Plan - PackageI C Grand TrunkRoad ImprovementProject the structure at an approximate distance of 25 m (from the centreline of the road). The proposed four laning is affecting the wall. A step well on the southern side of the road is at a distance of 1 m from the edge of the existing carriageway. The step well, which is more than 100 years old will be impacted by the proposed four laning of the road. The step well, which probably belongs to the age of Sher Shah Suri is a site recommended for conservation, owing to its historical significance. There are no other sites designated as "Protected Monuments" by the Archaeological Survey of India along Package I-C. However, there are 9 small structures along the corridor of local significance. The detailed drawings of the measures suggested and the associated Bills of Quantities form a part of this EMP

1.3.10 QUALITY OF LIFE VALUES The project is expected to bring in substantial improvement in connectivity along the corridor. Presently, the traffic conditions are characterised by mixed traffic with bullock carts and high-speed truck jostling for space on the highway. These combinations create hazardous conditions for all the road users. With segregation of local and through traffic, by the provision of service lanes, flyovers, etc. the project will have a beneficial effect on road safety. However, real safety concerns have been raised with reference to the children using the highway to get to the numerous schools and other educational institutions that have direct access opening on to the NH-2.

1.3.11 RESETTLEMENT A total of 1764 families will be affected of whom 833 will be displaced. The entitlement framework of the GTRIP provides for distinct entitlements and assistance for each category of the displaced families/ persons. For details refer the Consolidated RAP Report and the RAP for Package I-C.

1.4 SUMMARYOF CRITICALIMPACTS I ISSUES Issue Description Removalof roadside trees A total of 7622 trees need to be removedto accommodatethe RoW Significanthistorical properties Khwajaka Phool and StepWell Loss of productivetop soil Acquistionof 199.76ha of productiveagricultural land is required High noiselevels The entire corridor exceeds the permissiblenoise levels for rural and residentialareas. Drainageand waterlogging Throughoutthe corridor

1.5 ENVIRONMENTALMANAGEMENT MEASURES PROPOSED A description of the various management measures during the various stages of the project is provided in the following sections.

1.5.1 PRE-CONSTRUCTION STAGE During the pre-construction stage, the management measures required will include, the clearance of the RoW, transplantation of the candidate trees identified, the measures for protecting/replacing community resources such as hand pumps and other utilities likely to be impacted. Their enhancement shall also be completed before construction actually starts so that the community can start using these while the construction activity begins.

Lea Aciat

5 2 EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

1.5.2 CONSTRUCTIONSTAGE This will be the most crucial and active stage for the EnvironmentalManagement Plan. In additionto the mronitoringof the constructionactivity itself to ensure that the environmentis not impacted beyond permissiblelimits, the enhancementof cultural properties,mitigation and enhancementmeasures for water bodies will go on simultaneouslyas the constructionprogresses. To facilitate implementationof the enhancementand mitigation measures suggested,working drawingsof the same are provided in the Appendices. In addition, the need for a balanced evaluation and planning for risks associated with construction activities related to roads such as accidentalspillages and consequentdamage to the surrounding environmentin terms of loss of flora and fauna, agricultural crop or worse fertile land, continues to grow in importance. Other possible locations where a risk assessment' will be useful include the locationsof Hot Mix plants (spillage of fuel, bitumenetc) and labour-campsites.

1.5.3 OPERATIONSTAGE The operation stage will essentially entail monitoring activity along the corridor. The monitoring for pollutants specified in the Monitoring Plan will serve the two purposes. In additionto checking the efficacy of the protectionimitigation/enhancementmeasures implemented, this will help verify or refute the predictions made as a part of the impact assessment2. Thus, it will complete a very importantfeedback loop for the NHAI. The measures adopted and/or to be adopted during the different stages of the project have been detailed in Table 3. The responsibilityfor implementationand supervisionof EMPs are vested with four agencies, namely Contractors, NHAI, PIU and Engineers.The Contractors herein mean the agency hired for execution of the construction works for the respectivecontract packages. NHAI would be the implementation agency at two levels one at Centre referredas NHAI and the other at Package level named as PIU, in the EMP. The term engineer refers to the Supervision Consultant.

While risk management here deals exclusively with the physical environment,the ResettlementAction Plan addresses equally real risks on the socio-economicaspects. ContingencyPlanning may be adopted to set aside resourcesfor the events for which there is no way of predicting severity and probability of occurrence with any great degree of confidence. Normally fixed proportion of the emergency response resource allocation is kept always on stand-by to counter such a situation.

2 The inputs from this and other projects of similar nature will help improve the quality of the environmentalmanagement plans in subsequent projects or modify any future activities along this highway too. Risk Management during the operation phase of the projectalmost exclusivelydeals with the accidents of vehicles carrying fuel or other hazardous materials At this stage too, a dispassionateweighing up of the severity and probabilityis a must to ensure that neither too many nor too few resources such as personnel,vehicles or communicationfacilities are available to tackle the situation wheneverit arises.

6 EnvironmentalManagemen7t Plan - Package / C Grand Trunk Road Improvement Project

Table 3 Environmental Management Plan

Reference to Responsibility Environmental Mitigation Measures3 Contract Locations Time Frames 4 Impact/Issue Documents Implementation Supervision

P-1 .0: Pre-construction Stacie

P 1 1 | Trees will be removed from the Corridor of Impact (or, .1 .site, in other words) before the commencement of Legal Before Rernoval of . en Legal Corridor of Impac'. Construction Contractor Pl U NHAI Trees Construction with prior clearance from the Forest requirement starts i T Department. s

I Trees identified, as candidates for transplantation, shall be transplanted at available incidental spaces. The The trees selected by P.1.2 Tree [transplantationP. 1. Tre trasplatatioshalshall becompetedbe completed priorriorto to tethe PrjectProject giventhe SCin from Appendix the list2 handedBefore theover siteto is AgencySpecial toContractor/ be identified PIU,NHAI Transplantation commencement of the construction. The methodology requirement shall be considered for the contractor. for this purpose and techniques to be adopted for transplantation are transplantation. presented in Appendix 1 of this report.

The acquisition of land and private properties shall be carried out in accordance to the RAP and entitlement NGOs, Collaborating Framework for the project. It shall be ensured that all Agencies, P.1.3 R&R activities be reasonably completed before the RAP and Before PIU, NHAI, Grievance Land and construction activity starts, on any sub-section of Project Corridor of impact construction Redressal Cells (GRC), PIU, NHAI Property project roads. requirement. starts District Level Acquisition All grievances of the EPs will be reasonably redressed, Committee (DLC) in accordance to the RAP implementation mechanism authorities suggested for the project. P. 1.4 All utilities will be relocated with prior approval of the Before I concerned agencies. Relocation will be reasonably Project Refer utility relocation PIU, NHAi PIU Utility complete before construction starts, on any sub-section requirement. drawings. construction uAgencies. Relocation iof the projectroad. starts.CosrcinAeis

Some of the mitigation measuresare preventivein nature while someothers include additionalmeasures in termsof environmentalconservation and involve physicaland constructionwork The Contract Documentsrefer to the following. Ministry of SurfaceTransport, Roads Wing (MoST),Government of India Specificationsfor Road and Brdge Works (Third Revision,1995. Reprinted,1998).Specific and generalconditions of the contract Unless otherwisestated, the Project Site covers area beyondthe Corridorof Impactand/or the RoW, such as borrowareas, access roads, serviceroads and equipment storagesites (MoST: 306 3) Time frame refers to the durationor instantof time when the mitigation measureswill be taken. Refer EIA Reportof the projectfor requireddetails on the various mitigation/managementmeasures proposed CL:7CJ Lea Associates 7 7 = `:N,J7Y7 Envi,onrTentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Reference; f to { ! Responsibility Environmental S Mitigation Measures3 Contract Location Time Frame'5 4 Impact/lssue i Documents I Implementation Supervision

All community utilities such as community sources of P 1.5 waterwill be replaced at appropriatelocations. Listof community Removal The relocationof hand pumps at new locationsshall be RAP utilitiesof cmni DesignConsultants / PIU Communiyof |carried out in accordanceto details providedin Drawing r pumps,wells etc are construction P Utility No. T - 8 or DrawingNo. T - 9 as applicable requirement. provided in Appendix starts. PIU,NHAI I The replacement will be reasonably complete before 3. constructionstarts. All cultural properties within the Col shall be relocated Referlist of cultural P.1.6: at suitable locations, as desired by the community. Relocation of iLocal Community meetings, facilitated by local NGOs, RAP and rertes to be Before DesignConsultants/ P NHAI Cultural will be held to discuss relocation aspects, siting of Project relocatedin Appendix construction PIU,NHAI Property structures etc. requirement. 4. starts. Relocation will be complete before construction starts. l |Advance notice, as per RAP shall be given to the Noticeto be P.1.7 encroachers.For squattersneeding relocation,all R&R servedat least Clearanceof activities will be undertaken. Entitlements,as per NHAI RAP . . four months PIU, NHAI Encroachment/ Entitlement Framework the GTRIP will be complete requirement. before RevenueAuthorities squatters before constructionstarts, on any sub-sectionof project scheduledstart | roads. __ of construction. i C-1.0:Construction Stage C.1.1 (a) Debris generated due to the dismantling of the MoST: 112.6 | Generation of existing pavement structure shall be suitably reused in Debris the proposedconstruction, subject to the suitabilityof the material and the approvalof the Engineer,as follows: I The embankment fill materials shall be reused for the proposed embankment. MoST: 112.2 * The sub grade of the existing pavement shall be TruhtPojc DrigContractorENIER used as embankmentfill material Corridor. Construction PIU, NHAI. * The existing base and sub-baseshall be recycled as sub-baseof the new road * The existing bitumen surfacecan be utilized for the paving of cross roads, access roads, and paving works in construction sites and camps, temporary traffic diversions,haulage routes etc. . L

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(b) Unutilisable debris material shall be suitably disposedoff by the contractor,either for the filling up of borrow areas created for the project or at pre- designateddump locations, subject to the approval of the Engineer. * For the utilization of the residual spoils as a borrow area fill material, the contractor shall ensure thati the filled area is covered with a layer of preserved topsoil as envisagedin C.1.2. of the EMP. * At locations identified for dumping of residual bituminous wastes, the dumping shall be carried out over a 60mm thick layer of rammed clay so as to eliminate the possibility of the leaching of the wastes into the ground water. The contractor shall ensure that the filled area is coveredwith a layer of preservedtopsoil as suggested in Drawing No. T - 30. (c) All arrangement for transportation during construction including provision, maintenance, dismantling and clearing debris, where necessary will be considered incidental to the work and should be planned and implemented by the contractor as approvedand directedby the Engineer. d) BentoniteSlurry or similar debris generated from pile driving or other constructionactivities shall be disposed Isuch that it does not flow into the surface water bodies or form mud puddles in the area. C.1.2 (a) The topsoil from all areas of cutting and all areas to ThroughoutProject Loss of Topsoil be permanentlycovered shall be stripped to a specified MoST:300 Corridor,where depth of 150mmand stored in stockpiles.At least 10% productiveland is of the temporarilyacquired area shall be earmarkedfor acquired. During Engineer, PIU storing top soil. MoST: Borrow areas Construction Contractor NHAI. (b) The stockpile shall be designed such that the slope 305 3.9 identifiedfor the does not exceed 1:2 (vertical to horizontal), and the MOST:301.7 project are presented height of the pile be restrictedto 2m. To retain soil and in Appendix5. to allow percolation of water, the edges of the pile shall.| . _

Lea Associates 9 K= EnvironmentalManagement Plan - Package/ C Grand Trunk Road Improvement Project

Environmental MiiainReference to 6Responsibility Mitigation Measures3 Contract Locations Time Frame i Impact/Issue~~~~~ Douets4 ~ ~ Implementation Supervision be protected by silt fencing as detailed out in typical D DrawingNo. T- 17. MoST: (c)Stockpileswill not be surchargedor otherwiseloaded 305.3.3 i and multiple handling will be kept to a minimum to| ensure that no compaction will occur. The stockpiles shall be coveredwith gunny bags or tarpaulin. (d) It shall be ensured by the contractor that the topsoil will not be unnecessarily trafficked either before stripping or when in stockpiles. (e) Such stockpiled topsoil will be returned to cover the disturbed area and cut slopes. Residualtopsoil will be distributed on adjoining/proximatebarren/rocky areas as identified by the Engineer in a layer of thickness of 75mm - 150mm. Top soil shall also be utilized for redevelopment of borrow areas, landscaping along

____- slopes, medians, incidental spaces etc, (a) Construction vehicle, machinery and equipment C.1.3 shall move or be stationed in the designatedarea (RoW MoST: 112.6 Compactionof or Col, as applicable) only. While operating on ThroughoutProject . Soil temporarily acquired land for traffic detours, storage, Corridor and all areas During Contractor Engin material handling or any other construction related or MoST: temporarilyacquired. incidental activities,topsoil from agriculturalland will be 305.2.2.2 preserved as mentioned above._.____ C.1.4 Borrowing (a)Arrangement for locating the source of supply of MoST: of Earth material for embankment and sub-grade as well as 305.2.2.2 compliance to environmentalrequirements in respect of excavationand borrow areas as stipulated,from time to |time by the MoEF and the local bodies, as applicable, At all borrowarea shall be the sole responsibilityof the contractor. locations suggested During Engineer, i(b)No borrowarea shall be openedwithout permissionof MoST: for the projectin Construction. Contractor. PIU,NHAI. !the Engineer.The borrowing shall not be carried out in 305.2.2.2 Appendix5. cultivable lands, unless and until, it shall be agreed upon by the Engineer that there is no suitable uncultivable land in the vicinity for borrowing,or there are private land owners willing to allow borrowingon their fields.

Lea Associates 10 W7==D EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

E Reference to Responsibility 3 6 EnvIronmntals Mitigation Measures Contract 4 Locations Time Frame _ Impact/Issue Documents i Implementation Supervision I~~~~~~~~~~ Documents (c)Borrowing of earth shall be carried out at locations MoST: 305.2 ,recommended in Appendix 5. Non Cultivable lands Borrowing of earth will be |carried out upto a depth of 1.0 m from the existing ground level. Borrowing of earth shall not be done continuously. The slope of the edges shall be maintained not steeper than 1:4. Ridges of not less than 8m width shall be left at intervals not exceeding 300 m. Small drains shall be cut through the ridges, if necessary, to facilitate drainage. * Productive lands: Borrowing of earth shall not be carried out on productive lands. However, in the event of borrowing from productive lands, the contractor has to obtain the prior permission of the Engineer. At such locations, the preservation of topsoil shall be carried out as envisaged in C.1.2. At such locations, the depth of borrow pits shall not exceed 45 cm and it may be dug out to a depth of not more than 30 cm after stripping the 15 cm top soil aside. * Elevated lands: At locations where private owners desire their fields to be leveled, the borrowing shall be done to a depth of not more than 1 m or upto the level of surrounding fields. Borrow Areas near Settlements: Borrow pit location shall be located at least 0.8 km from villages and settlements. If unavoidable, they should not be dug for more than 30 cm and should be drained. (d) The Contractor shall facilitate inspection of all borrow areas by the PIU, NHAI and satisfy the Engineer of the environmental compliance. Any non-compliance shall be

made good by the Contractor at his own cost. | - __ _ ------

C-1.5 a) Borrow pits shall not be dug continuously in a stretch. - Degradation of The location, shape and size of the designated borrow MoST: All borrowareas During Cotrct Engineer, Borrow Areas areas shall be as approved by the Engineer and in 305.2.2.2 . Construction ontracor PIU,NHAI. accordance to the IRC recommended practice for borrow

11 Lea Associates Environmental Managemenrit Plan - Package I C Grand Trunk Road Improvement Project

3 Environmental MitigatonMeasures !Referenceto 6 Responsibility Ipc/su iMitigationMeasures ' Contract Location Time Frame Ipact/Issue| Documents4 Implementation Supervision

pits for road embankments. b) Borrow pits shall be re-developed at such borrow locations, spoils shall be dumped with an overlay of MoST- 111.1 stockpiled topsoil (as per the clauses of the EMP), in accordance with compliance requirementswith respect to MoEF/UPSPCBguidelines. Redevelopmentof borrow areas shall be taken up in accordance with the plans approved by the Engineer'senvironmental specialist. C. 1.6 Soil a) On road embankmentslopes, slopes of all cut, fill etc., Erosion shrubs and grass will be planted. On sectionswith high Design filling and deep cutting the side slopes will be graded requirement and covered with bushes and grass, etc., as per specifications for stone pitching, grass and shrub given in the Bid Documents. b) In borrow pits, the depth of the pits shall be so regulated that the sides of the excavation will have a MoST: slope not steeper than 1 vertical to 4 horizontal,from the 305.2.2.2 edge of the final section of bank, c) Along sections abutting water bodies, stone pitching Throughout Project needs to be carried out for slopes between Ivertical: 4 Corridor, horizontal to 1 vertical to 2 horizontal as per typical MoST- 306.2 all borrow areas, During Cotrt Engineer, details provided in Drawing No. T - 35 and DrawingNo. service roads and Construction. ontractor. PIU,NHAI. T - 35 A. Gabion structures shall be provided for slopes MoST 306.2 equipmentstorage steeper than 1 vertical to 2 horizontal, as per typical o . sites, etc. details provided in DrawingNo. T - 16. d) The work shall consist of measuresas per design,or as directed by the Engineer to control soil erosion, sedimentationand water pollution,through use of berms, dikes, sediment basins, fiber mats, mulches, grasses, Islope drains and other devices. All temporary |sedimentation, pollution control works and maintenance |thereof will be deemed as incidentalto the earth work or lother items of work and as such no separate payment will be made for them. C.1.7 a) Vehicle/machinery and equipment operation, _ __ ThroughoutProject During Contractor. Engineer,

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Contamination maintenanceand refuelingshall be carried out in such a Corridor, Construction PIU,NHAI. of Soil by Fuel 'fashion that spillage of fuels and lubricants does not Contract all access roads, sites and Lubricants Icontaminate the ground. An "oil interceptor" will be document temporarilyacquired provided for wash down and refueling areas. Refer and all borrow areas. Drawing No. T - 26 for typical design details of the oil interceptors to be provided. Fuel storage shall be in proper bunded areas. All spills and collected petroleum products shall be disposedoff in accordancewith MoEF and UPSPCBguidelines. b) Fuel storage and refilling areas shall be located at least 300m from all cross drainage structures and importantwater bodies or as directedby the Engineer. c) In all fuel storage and refueling areas, if located on agricultural land or areas supporting vegetation, the topsoil shall be stripped, stockpiled and returned after cessation of such storage and refueling activities as per EMP clause no. C-1.2. C1.8 a) All spoils shall be disposed off in the manner as Contamination specified in EMP.Spoil from excavationof riverbed shall of Soil by be managed and disposed off as directed by the Construction Engineer. No new disposal site shall be created as part Wastes& their of the project, which is not treated as per EMP clause disposal C.1.1, except with prior and express approval of the ThroughoutProject Engineerin the courseof the project. corridor, During Engineer, b) All waste material shall be completely disposed as MoST:201.2 all access roads, sites Construction Contractor PIU,NHAI. desired and the site shall be fully cleaned before MoT| 012 tm orril ared handing over. The Engineerwill certifyin this regard. c) All temporary acquired land shall be dealt in the manner as laid out in the EMP if dumping of waste is envisaged. Any claim, arising out of waste disposal shall MoST: Ibe resolved by the contractorat his cost. 301.3.11 C.1.9 The Contractorshall obtain materials from quarries only All quarries During licensing Quarry after consent of the DoF or other concernedauthorities MoST: 111.3 recommendedto be and during Cotrt Engineer, Operations and only after developmentof a comprehensivequarry' used in the project are operation of the PIU,NHAI. redevelopment plan, as per the Uttar PradeshMining given in Appendix6. quarries for the

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Rules. Alternatively the Contractor shall acquire the project required material from quarries licensed by the UPSPCB. The quarry operations shall be undertaken within the rules and regulationsin force. C.1.10 Loss of a) Filling of surface water bodies shall be compensated Water Bodies by digging an equal volume of soil for water storage. Design Such dug-up soil shall be used for spreadingas topsoil. requirement. b) Wherever digging is undertaken, the banks shall be protected by means as designed or as approved by the Engineer. The excavation shall be carried out in a slopes are no steeper than 1 MoST: All water body Whenever manner so that the side encountered Engineer, vertical to 4 horizontal, otherwise slope protection work 305.4.1 locations likely to be duringContractor shall be provided, as approved by the Engineer and impacted. construction specified by EMP clause C.1.6. (c) As far as practicable, and as approved by the Engineer, excavation for replacement of water bodies shall be at the closest possible place/location, with respect to the original water body or part thereof consumed by filling. ______C.1.11 Loss of a) Any source of water (potable or otherwise) for the Other Water communitysuch as wells, tube-well,etc., inddentally lost RAP Sources shall be replaced immediately.The locationand siting of requirement. the replaced source of water shall be as per design, or MoST: 110.3 as directed by the Engineer. In general,there should be only lateral displacement(of the new site from the old). I b) Execution of enhancement measures at water body ThroughoutProject Whenever locations identified for enhancementshall be completed I Ci, encountered Engineer, I in accordance to the individual drawings, specified for MoST301 .5 all access roads, sites during Contractor PIU,NHAI. those locations. Refer Appendix 7 for the list of surface temporril ared construction !water bodies that are to be enhanced and the detailed a | drawingsfor those locations. c) The replacement shall be ready prior to demolition/ dismantling of the existing source. This sub-clause !covers the identified sources of water in the pre- !construction stage.

Lea Associates 14 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Environmental ' 3 , ~~~~~~~~~~~~Referenceto 'Responsibility EnIronmentals Mitigation Measures 3 Contract Locations Time Frame6 eo i impact/Issue | Documents4 Implementation Supervision

The relocation of the hand pumps shall be carried out as 1 detailed in the typical design drawings presented in Drawing No. T - 8 or Drawing No. T - 9 as applicable Mitigation measures as detailed in Drawing Drawing No. T - 22, Drawing No. T - 23 A or Drawing No. T - 23 B shall be carried out at the various wells locations identified. Refer Appendix 3 for the list of wells where i mitigation measures need to be provided. (d) For drains carrying run-off from the highways entering, into surface water bodies/channels, with a fall exceeding 1.5 m cascading shall be carried out as per the details provided in Drawing No. T - 5. Sedimentation traps shall be provided at drains location entering into the water bodies as per details in Drawing No. T - 4. ______-_ C.1.12 Flooding a) In addition to the design requirements, the contractor shall take all desired measures as directed by the l Engineer such measures to prevent temporary or Throughout project During permanent flooding of the site or any adjacent area. corridor, allst Construction Engineer, b) The scope for prevention of flooding includes 305.3.2 temporarily acquired and the Defects Contractor. PIU,NHAI. prevention of loss of use, loss of access of any land or and all borrow areas. Liability Period. property thereon resulting from flowing or stagnant water as direct/ indirect impact of construction. C.1.13 Siltation a) Silt fencing will be provided at the base of the into Water embankment for the entire perimeter of any water body MoST:306 Bodies (including wells) as per detail in Drawing No. T - 17. Throughout Project 'b) Siltation of soil into the water bodies will be prevented Corridor, all access During During ~~~~~~~~Engineer, as far as possible. The contractor will take all reasonable roads, sites Construction Contractor. PIU,NHAi. !measures as per EMP Clause C.1.6 temporarily acquired . [c) Construction materials containing fine particles shall 0 and all borrow areas. |be stored in an enclosure such that sediment laden MTi water does not drain into nearby watercourses. o _ _ _ ' E C.1.14Torrent a) No treeor vegetationother than those designated for MoST. 201.2. ThroughoutProject Run-off ifellingwill be cut. I [Corridor, all access During I Engineer, b) The contractor shall take all necessary precautions MoST roads, sites Construction. Contractor. PIUNHAI. and construct temporary/permanent _(as per C.1.6 or temporarily acquired _.

Lea Associates 1 5 C 7 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

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C. 1.113)devices to prevent water pollution (due to j 306.2 & 4 and all borrow areas. silltation and increase of turbidity). C.1.15 la) In sections along water courses, and close to cross- Alterationof drainage channels, earth, stone or any other Drainage Iconstruction materials or appendage shall be properly MoST: ThroughoutProject disposed off so as not to block the flow of water. 305.3.7 Corridor,all access D E b) All necessary measures shall be taken to prevent roads, sites Dunng Contractor. Engineer, earthwork, stonework, materials and appendageas well temporarilyacquired Construction. as the method of operation from impeding cross- MoST: 306 and all borrowareas. drainage at rivers, streams, water canals and existing irrigation and drainagesystems. C.1.16 Retention ponds, surface water bodies will be created GroundWater as per drainagedesign. Tree and vegetation plantation Design As per Drainage During | C Engineer,. Depletion will be conserved and additionally planted as per requirement. Design. Construction. ontractor. PIU,NHAI. design. C

Increased MoST: 111.15 Entire ProjectSite. Run-off Retentionwork will be taken up on the roadside drainage During Contractor Engineer, channels as per the roadside drainagedesign. Construction. C PIU,NHAI. As perDrainagel Design Design. requirement. C.1.18 a) All measures will be taken to preventthe wastewater Contamination produced in construction from entering directly into MoST:306 of Water from streams, water bodies or the irrigation system, as Construction directed by Engineer. MoST: ThroughoutProject Wastes b) Construction work close to the streams or water 111.13 Corridor, bodies shall be avoided during monsoon and measures a During Engineero as per EMP clause C.1.13 will be taken. all accessroads, sites Construction Contractor PIU,NHAi. l ~~~~temporarilyacquired c) The discharge standards promulgated under the and all borrowareas. iEnvironmental Protection Act, 1986 shall be strictly MoST: 111.1 adhered to. All waste arising from the project is to be disposed off in a manner that is acceptable to the Uttar _-_. PadesState Pollution Control Board (UPSPCB) and

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the Engineer. 1 C1.119 (a) The work shall be carried out in such a mannerthat MoST: 111.4 Contamination pollution of natural watercourses, ponds, tanks and I from Fuel and reservoirs is avoided. MoST: 113.13 Lubricants (b) Vehicle, machinery & equipment maintenanceand ThroughoutProject refuelling shall be done in a manner as specified in Corridor,all access EMP clause C. 1.7 to preventpollution of water. roads, sites * At construction vehicle parking locations and at MoST: 111.1 temporarilyacquired, fuel/lubricantstorage sites, oil and grease traps shall be altrucklay-byes. CotDu cing Contractor PIU,NHAi. provided to prevent the contaminationof the soil and l nearby watercourses, as per designs annexed in Location of truck lay- Drawing No. T - 14. byes is given in (c) Waste productsmust be collected,stored and taken Appendix 8. to approved disposal sites in compliance of UPSPCB guidelines or any other relevantlaws, and to the entire satisfaction of the Engineer. I __ C.1.20 (a) Construction labourers' camps shall be located at Sanitationand least 200m away from the nearest habitationbased on MoST: 111.14 waste disposal the conceptual plan providedin DrawingNo. T - 29 and in construction details of which shall be approvedby the Engineer. camps (b) The sewage system for a construction labourer's camp shall be designed, built and operated so that no pollution to ground or adjacent water bodies/ watercoursestakes place. Compliancewith the relevant During I legislation shall be strictly adhered to. Garbage bins All Construction Establishment, Engineer shall be provided in the camps and regularly emptied Worker's Camps Operation and Contractor. EINeer and the garbage disposed off in a hygienic manner, to includingareas in Dismantlingof PNA the satisfactionof the relevantnorms and the Engineer. immediate vicinity. Such Camps. (c) In connection with underground water resources, including percolatingwater, the contractor shall take all necessary precautionto prevent interferencewith such water resources. MoST: 111.1 (d) All relevant provisions of the Factories Act, 1948 and the Building and other Construction Workers (regulation of Employmentand Conditions of Service)

Lea Associates 1 7 [ Environmenta( Management Plan - Package I C Grand Trunk Road Improvement Project

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Act, 1996 shall be adheredto. (e) Unless otherwise arranged by the local sanitary authority, arrangementsfor proper disposal of excreta by Composting at the workplace suitably approved by the local medical health or municipal authorities or as per directed by Engineer,shall be made. C.1.21 Wastage (a) The contractorwill minimise wastage of water in the of construction process/operations. Project Water (b) The Contractorshall arrange for supply and storage requirement ThroughoutProject of water and no such supply and storage will be Corridor,all access D provided by the PIU, NHAI. The Contractor shall not roads,sites During Contractor Engineer, open a new borewell or extract groundwater without temporarilyacquired Construction. C PIU,NHAI. permission from the UP Ground Water Board. The and all borrow areas. Contractor may, however, use any existing borewell or any other source of water supply subject to necessary or relevant arrangement. C.1122 (a) The Contractor shall be responsible for arranging Disruptionto adequate supply of water for the whole construction other Users of period. Water (b) While working across or close to perennial water bodies, the Contractor shall not prevent the flow of water. If for any bridgework, etc., closure of flow is ThroughoutProject required, the Contractor shall seek approval of the Corridor,all access Engineer. The Engineerwill have the right to ask the roads,sites Contractor to serve notice on the downstreamusers of RAP temporarilyacquired During Erigineer, water sufficientlyin advance. rAP and all borrow areas Contractor (c) Construction over and close to the non-perennial as well as the streams shall be undertaken in the dry session, immediate Construction over the irrigation canals, if disruption to surroundingsof these the flow, quality of water and adverse impact on the I areas. irrigation structure is expected (or probable in the view of the Engineer), will be undertaken at the obtaining necessary permissionfrom the Departmentof Irrigation. (d) Construction work expected to disrupt users and iimpacting community water bodies will be taken up l l l

Lea Associates 1 8 = D EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

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after serving notice on the local community. (e) The Contractor may use the natural sources of, water subject to the provisionthat any claim arising out of conflicts with other users of the said natural sources of water shall be dealt with entirely by the contractor. C.1.23 (a) All vehicles delivering materials to the site shall be MoST: 111.9 Generation of coveredto avoid spillage of materials. Dust (b) The Contractor shall take every precaution to reduce the level of dust emission from the hot mix MoST: 111.5 plants and the batching plants up to the satisfactionof the Engineer. (c) All existing highways and roads used by vehicles of MoST: 111.9 the contractor, or any of his sub-contractoror suppliers of materials or plant and similarly roads which are part of the works shall be kept clean and clear of all dust/mud or other extraneous materials dropped by such vehicles or their tyres. (d) Clearance shall be effected immediatelyby manual ThroughoutProject sweeping and removal of debris, or, if so directed by MoST: 111.10 Corridor,all access During the Engineer, by mechanical sweeping and clearing roads, sites Construction Contractor Engineer, equipment, and all dust, mud and other debris shall be temporarilyacquired removed completely. Additionally, if so directed by the MoST: 118.1 and all borrow areas. Engineer, the road surfaces shall be hosed or watered using necessaryequipment. (e) Plants, machinery and eq/uipment shall be so handled (including dismantling) as to minimise Contract generation of dust. document (e All earthwork shall be protected in a manner acceptable to the Engineer to minimise generation of dust. (g) The hot-mix plants shall be fitted with dust extraction units in order that the exhausts comply with the requirements of the relevant current emission control legislation. | _. C.1.24Emission (a) Hot mix plants and batchingplants shall be located MoST: 111.5 All Hot-mix and During Erection, Contractor. Engineer,

19-- Lea Associates 1 9 1z3=: EnvironmentalManagement Plan - Package/ C Grand Trunk Road Improvement Project

Environmental . . . ,3 | Referenceto D Responsibility Mitigation Measures i Contract i Locations Time Framer' Impact/issue Documents4 | Implementation Supervision from Hot-Mix sufficientlyaway from habitation,agricultural operations Batching Plants. I Testing, PIUNHAI. Plantsand or industrial establishments. Where possible such Operationand BatchingPlants plants will be located at least 1000m away from the Dismantlingof nearest habitation. MoST: 111,5 Such Plants. (b) The exhaust gases shall comply with the requirements of the relevant current emission control legislation. All operations at plants shall be undertaken in accordance with all current rules and regulations protectingthe environment. (c) Monitoring of the pollutants shall be carried out by the agency identified for EnvironmentalMonitoring as detailed in the Environmental MonitoringPlan for the project. C.1.25Odour (a) Construction labourers' camps shall be located at from least 200m away from the nearest habitation to avoid Construction conflicts and stress over the infrastructurefacilities, with labourer's the local community. Contract All Construction During camps (b) The waste disposal and sewage system for the requirement Labourers'Camps and Establishment, Engineer, camp shall be properly designed,built and operated so immediatesurrounding Operation and Contractor. PIUNHAI. that no odour is generated. Relevant provisions as the areas Dismantlingof Factories Act, the Building and other Construction Such Camps. Workers (regulation of Employmentand Conditions of Service) Act, 1996 and all other relevant legislations shall be strictly adheredto. C.1.26 Emission (a) The discharge standards promulgated under the C from Environment Protection Act, 1986 shall be strictly ontract Construction adhered to. All vehicles, equipment and machinery requirement ThroughoutProject Vehicles, used for construction shall conform to the relevant Corridor,all access During Engineer Equipmentand Bureau of Indian Standard(BIS) norms. roads, sites Contractor. PIUNHAi. Machinery (b) All vehicles, equipment and machinery used for temporarilyacquired C construction shall be regularly maintained to ensure and all borrow areas. that pollution emission levels comply with the relevant Contract requirementsof UPSPCBand the Engineer. requirement C.1.27Pollution (a) All crushers used in construction shall conform to Contract All Aggregate During Erection, Contractor. Engineer, from Crusher relevant dust emission control legislations. Clearance requirement CrushingPlants. Testing, PIUNHAI.

20 Lea AssocDaes EnvironmentalManagement Plan - Package I C Grand TrunkRoad ImprovementProject

Environmental ~~~~~~~~~~~~~~~Referenceto 6 Responsibility Environmental MitigationMeasures3 Contract Location$ Time Framer' - - -- - iit 4 impact/Issue >Documents I Implementation Supervision

for siting shall be obtained from the UPSPCB. i Operation and II Alternatively, only crushers already licensed by the Dismantlingof | UPSPCBshall be used. Such plants. (b) Dust screening vegetation will be planted on the edge of the RoW for all existing roadsidecrushers. Design (c) The suspendedparticulate matter contributionvalue requirement. iat a distance of 40m from a controlled isolated as well MoST: 111.1 as from a unit located in a cluster should be less than 5001lg/m3. The monitoring is to be conducted is envisagedin the monitoringplan. C.1.28 Noise (a) The plants and equipment used in construction MoST: 111.13 from Vehicles, (including the aggregate crushing plant) shall strictly Plantsand conformto the Gol noise standards. Equipment. (b) All vehicles and equipment used in construction MoST: 111.13 shall be fitted with exhaust silencers. During routine servicing operations, the effectiveness of exhaust silencers shall be checked and if found to be defective shall be replaced.Notwithstanding any other conditions of contract, noise level from any item of plant(s) must comply with the relevant legislationfor levels of sound MoST: 111.1 emission. Non-compliantplant shall be removed from oThroughoutProject site. Corridor,all access During Engineer, (c) Noise limits for constructionequipment used in this roads,sites Construction. Contractor. PIUNHAI. project (measured at one metre from the edge of the temporarilyacquired equipment in free field) such as compactors, rollers, MoST:111.13 and all borrow areas. front loaders, concrete mixers, cranes (moveable), vibrators and saws shall not exceed 75 dB(A), as specified in the Environment(Protection) Rules, 1986. (d) Maintenanceof vehicles, equipmentand machinery shall be regular and to the satisfactionof the Engineer, to keep noise from these at a minimum. (e) Workers in vicinity of loud noise, and workers MoST 1116 working with or in crushing, compaction, batching or concrete mixing operations shall wear earplugs. C.1.29 Noise (a) Blastingshall be carried out only with permissionof MoST:302.1 All Blastingand Pre- During Contractor. Engineer, from Blastingor the Engineer. All the statutory laws, regulations, rules splitting Sites. Preparation, PIUNHAJ,z

21 Lea Associates EnvironmentalManagement Plan - Package I C ______GrandTrunk Road ImprovementProject

Environmental Referenceto Loa6n Responsibilityesosblt Mitigation Measures3 Contract4 Location Time Frame - Impact/Issue [Documents Implementation Supervision from Blastingor the Engineer. All the statutory laws, regulations, rules splitting Sites. Preparation, PIUNHAI. Pre-splitting etc., pertaining to acquisition, transport, storage, I Operationand Operations handlingand use of explosivesshall be strictly followed. Closureof Such (b) Blasting shall be carried out during fixed hours Sites. (preferably during mid-day), as permitted by the MoST:302.4 Engineer.The timing should be made known to all the people within 500m (200m for pre-splitting) from the blasting site in all directions. People, except those who actuallylight the fuse shall be excludedfrom the area of 200m (50m for pre-splitting)from the blasting site in all directionsat least 10 minutes beforethe blasting. __._.___ C.1.30 Loss or (a) All works shall be carded out in such a fashion that Engineer, Damageof the damage or disruptionto the flora is minimum.Trees I Entire ProjectSite. During Contractor PIU,NHAI. Vegetation or shrubs will only be felled or removed that impinge As encountered directly on the permanent works or necessary Contract During Construction Construction temporaryworks with prior approvalfrom the Engineer. requirement Engineer, PIU,NHAI (b) The Engineer shall approve such felling on the Asdecidedbythe D PIU,NHAI. advice of the PIU, NHAI, and only when the PIU, NHAI DoF. oung DoF. receives a 'clearance' for such felling from the DoF, as . Construction applicable. Design PIU,NHAI. (c) Trees felled shall be replaced as per the requirement. As per DoF compensatoryafforestation criteria in accordance with Existing the Forest (Conservation)Act, 1980. Programmes. Contractor DoF, PIU, NHAI

.1.31 [Disruption to vegetation shall be minimised and the C. .31 t f contractor shall ensure that the construction vehicle, Contract E P . During Engineer, Compactionof machineryand equipmentshall move or be stationedin requirement Construction Contractor. PIU,NHAI. Vegetation | the designatedarea (RoW COI, as applicable) only.

During construction, at any point of time, if a rare/ C.1.32 Damage threatened/endangeredflora species is found, it shall I or Lossof be conserved in a suitable manner. The Engineer, on ThroughoutProject During Chance-found specific advice from the PIU, NHAI shall approve Area. Construction Contractor, Engineer. PIUNHAI. ImportantFlora detailed conservationprocesses, plans and designs as well as associated modificationin the projectdesign.

Lea Associates 22 : = EnvironmentalManagement Plan - Package/ C Grand TrunkRoad ImprovementProject

Referenceto | S Responsibility Environmental Mitigation3Tm MeasuresContract Locations ie rm Impact/issue MitigationMeasures3 Comntr5 Implernentation Supervision

C.1.33 (a) All works are to be carriedout in such a fashion that Contract During i Contractor. Engineer, Loss, Damage the damageand disruptionto fauna is minimum. requirement Alli along the Project Construction. PIU,NHAI. or Disruptionto (b) Construction workers shall be instructed to protect roads, sites Fauna. natural resourcesand fauna, including wild animalsand temporarilyacquired & aquatic life. Hunting and unauthorised fishing are all borrowareas. prohibited. C. 1.34 During construction, at any point of time, if a rare/ Damageor endangered/ threatened fauna species is spotted, the Contract During Contractor, Loss of Chance- contractor shall make all arrangementsto intimate the requirement Entire Project Site. Construction. Engineer PU,NHAI. found Important wild life authorities and measures will be taken for its Fauna. conservationduring the operation period also. C.1.35 Loss of (a) The Contractor shall provide safe and convenient Access passage for vehicles, pedestrians and livestock to and from side roads and propertyaccesses connecting the project road. Work that affects the use of side roads MoST: 112.7 and existing accesses shall not be undertakenwithout providing adequate provisionsto the prior satisfactionof All along the Project During Contractor Engineer, the Engineer. corridor. Construction PIU,NHAI. (b) The works shall not interfere with or cause inconvenience to public or restrict the access to use and occupation of public or private roads, railways and any other access footpathsto or of propertieswhether public or private. C.1.36 Traffic (a) DetailedTraffic Control Plans shall be preparedand Delaysand submitted to the Engineerfor approval, 5 days prior to MoST: 112.1 Congestion commencementof works on any section of road. The traffic control plans shall contain details of temporary diversions, details of arrangements for construction under traffic and details of traffic arrangement after All along the Project During Contractor Engineer. cessation of work each day. Corridor. Construction (b) Temporary diversion (including scheme of MoST: 112.5 temporary land acquisition) will be constructedwith the approval of the Engineer. While approving temporary diversion construction, the, Engineer will seek endorsement from the PIU, NHAI. ______

- -- Lea Associates 23 WQKJL7 EnvironmentalManagement Plan - Package I C Grand Trunk Road Improvement Froject

Referenceto | Responsibility Environmental MitigationMeasures Contract Locations Time FrameiTme- impact/Issue Documents4 Implementation Supervision

(c) Special consideration shall be given in the MoST: 112.2 preparation of the traffic control plan to the safety of pedestriansand workers at night. MoST: 112.5 (d) The Contractorshall ensure that the running surface is always maintained in running condition, particularly I during the monsoon so that no disruption to the traffic flow occurs. (e) The temporary traffic detours shall be kept free of | dust by frequent application of water, if necessary. . , C.1.37 Traffic (a) The Contractor shall take all necessary measures Control and for the safety of traffic during construction and provide, Safety I erect and maintain such barricades, including signs, markings,flags, lights and flagmen as may be required MoS 112.4 by the Engineer for the information and protection of Mo 1. traffic approachingor passingthrough the section of the . . During highwayunder improvement. Construction (b) All signs, barricades, pavement markings shall be MoST: 112.1 as per the MoST specification. Before taking up construction on any section of the highway, a traffic control plan shall be devised to the satisfaction of the _ Engineer. ______C.1.38 Risk The Contractor is required to comply with all the from Operations precautions as required for the safety of the workmen as per the International Labour Organisation (ILO) ConventionNo. 62 as far as those are applicable to this contract. The contractor shall supply all necessary Contact During safety appliances such as safety goggles, helmets, EntireProjectsite. Contractor Engineer. masks, etc., to the workers and staff. The contractor requirement Construction has to comply with all regulation regarding safe scaffolding, ladders, working plafforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. C.1.39 Risk Adequate precautions will be taken to prevent danger t from Electrical from electrical equipment. No material or any of the MoST: 106 Entire Projectsite. Construction Contractor Engineer. Equipment ! sites will be so stacked or placed as to cause dangeror __ _

Lea Associates 24 K L EnvironmentalManagement Plan - Package f C Grand Trunk Road IrnprovementProject

Environmental . 3 Referenceto Responsibility impacrlssue MitigationMeasures Contract Location5 Time Frame6 ie a Impact/Issues4EaImplerentation Supervision inconvenience to any person or the public All necessaryfencing and lights will be provided to protect the public. All machines to be used in the construction will conform to the relevant Indian Standards (IS) codes, will be free from patent defect, will be kept in i good working order, will be regularly inspected and I properly maintained as per IS provisions and to the i satisfactionof the Engineer. C.1.40Risk at (a) All workers employedon mixing asphaltic material, | Hazardous cement, lime mortars, concrete etc., will be provided Activity with protective footwear and protective goggles. MoST: 111.1 Workers, who are engagedin welding works would be provided with welder's protective eye-shields. Stone- breakers will be provided with protective goggles and clothing and will be seated at sufficientlysafe intervals. (b) The use of any herbicide or other toxic chemical shall be strictly in accordancewith the manufacturer's During Engineer, instructions. The Engineer shall be given at least 6 Entire Project site. Drng Contractor PIU,NHAI. working days notice of the proposed use of any MoST: 111.6 Cntuto herbicide or toxic chemical.A register of all herbicides and other toxic chemicalsdelivered to the site shall be kept and maintainedup to date by the Contractor. The register shall include the trade name, physical properties and characteristics, chemical ingredients, health and safety hazardinformation, safe handlingand I storage. procedures, and emergency and first aid proceduresfor the product. C.1.41 Risk of No man belowthe age of 18 years and no woman shalli LeadPollution be employed on the work of painting with products containing lead in any form. No paint containinglead or ! I lead products will be used except in the form of paste or |Etr Pr ct t During Cotrct Engineer, readymadepaint. Face masks will be supplied for use MoST: 111.1 ntIre roje Site Construction ontracor PIU,NHAI. by the workers when paint is applied in the form of spray or a surface having lead paint dry rubbed and scrapped.

Lea Associates 25 Environmental ManiagemenitPlatn - PackageI C ______GrandTrunk Road tmprovementProject

Environmental S3Reference to 6Responsibility Impact/irmenl MitigationMeasures 3 Contract Location5 I Time Frame6 I 4 mpactllssue gDocuments Implementation Supervision All reasonable precaution will be taken to prevent C.1.42 Risk danger of the workers and the public from fire, flood, Contract During Engineer, caused by drowning, etc. All necessary steps will be taken for Entire Projectsite Contractor Force' Majure prompt first aid treatment of all injuries likely to be requireent Construction PIU,NHAI. sustainedduring the course of work. C.1.43 Risk (a) Except as may be provided in the contract or l l from Explosives ordered or authorised by the Engineer,the Contractor shall not use explosives.Where the use of explosivesis so provided or ordered or authorised, the Contractor shall comply with the requirementsof the following Sub- Clauses of this Clause besides the law of the land as applicable: (b) The Contractorshall at all times take every possible precautionand shall comply with appropriatelaws and regulations relating to the importation, handling, All blastingand Pre- During Contractor Engineer transportation,storage and use of explosivesand shall, splitting Sites. Construction I at all times when engaged in blasting operations, post MoST: 302.4 sufficient warning flagmen, to the full satisfactionof the Engineer. (c) The Contractor shall at all times make full liaison with and inform well in advance and obtain such permission as is required from all Government Authorities, public bodies and private parties whomsoever concerned or affected or likely to be concernedor affectedby blastingoperations. 1TheContractor shall, at his own expense,conform to all C.1.44 Malarial anti-malarialinstructions given to him by the Engineer, Contract Entire Projectsite. During Contractor. Engineer, risk including filling up any borrow pits which may have requirement Construction PIU,NHAI. A beendug by him.

C. 1.45 First Aid |(a) At every workplace,a readily available first aid unit _ including an adequate supply of sterilised dressing material and appliances will be provided as per the Entire Projectsite. During Contractor Engineer, Factory Rulesof Uttar Pradesh. MoST: 1207.6 Construction PIU,NHAI. (b) Workplaces, remote and far away from regular hospitals will have indoor heath units with one bed for I_ l

LeaAssociates 26 EnvironmentalManagement Plan - Package I C Grand Trunk Road Improvement Project

Reference to L I Responsibility Envactnmessue Mitigation Measures3 Conts4 Location5 i Time Frame6 Implementation Supervision lrnpact/Issue ~Documents' Implementation Suprviio every 250 workers Suitable transport will be provided to facilitate take injured or ill person(s) to the nearest applicable hospital. At every workplace and construction camp, equipment and nursing staff shall be provided.

C.1.46 Potable i (a) In every workplace at suitable and easily accessible Water places a sufficient supply of cold potable water (as per IS) will be provided and maintained. If the drinking water is obtained from an intermittent public water supply then, storage tanks will be provided. (b) All water supply storage shall be at a distance of not less than 1 5m from any latrine, drain or other source of pollution. Where water has to be drawn from an existing Engineer, well, which is within such proximity of any latrine, drain Contract Entire Project site. Construction Contractor PIU,NHAi. or any other source of pollution, the well shall be chlorinated before water is drawn from it for drinking. (c) All such wells shall be entirely covered and provided with a trap door, which shall be dust proof and waterproof. A reliable pump shall be fitted to each covered well. The trap door shall be kept locked and opened only for cleaning or inspection, which shall be done at least once a month. C.1.47 Hygiene (a) The Contractor during the progress of work will Contract provide, erect and maintain necessary (temporary) requirement living accommodation and ancillary facilities for labour to standards and scales approved by the resident Engineer. (b) There shall be provided within the precincts of every workplace, latrines and urinals in an accessible place, All Construction During Engineer, and the accommodation, separately for each for these, Labourers' Camps Construction Contractor PIU,NHAI. as per standards set by the Building and other Construction Workers (regulation of Employment and Conditions of Service) Act, 1996. Except in workplaces provided with water-flushed latrines connected with a water borne sewage system, all latrines shall be provided with dry-earth system (receptacles) which |

______- Lea Associates 27. EnvironmentalManagement Plan - PackageI C Grand Trunk Road Improvement Project

3 Referenceto - Responsibility Environmental J Mitigation Measures Contract Locations Time Frame . . - Documents4 Implementation Supervision shall be cleaned at least four times daily and at least twice during working hours and kept in a strict sanitary condition. Receptacles shall be tarred inside and outside at least once a year. If women are employed, separate latrines and urinals, screened from those for men (and marked in the vernacular) shall provided. There shall be adequate supply of water, close to latrinesand urinals. (c) All temporary accommodationmust be constructed and maintained in such a fashion that uncontaminated water is available for drinking, cooking and washing. The sewage system for the camp must be designed, built and operated so that no health hazard occurs and no pollution to the air, ground or adjacentwatercourses takes place. Compliance with the relevant legislation must be strictly adhered to. Garbage bins must be provided in the camp and regularly emptied and the garbage disposed off in a hygienic manner. Constructioncamps are to be sited at least 200m away from the nearest habitationand adequatehealth care is to be providedfor the work force. (d) Unless otherwise arranged for by the local sanitary authority, arrangement for disposal of excreta by incineration at the workplace shall be made by means of a suitable incineratorapproved by the local medical health or municipal authorities. Alternatively, excreta may be disposed off by putting a layer of night soils at the bottom of a permanent tank prepared for the purpose and covering it with 15 cm layer of waste or refuse and then covering it with a layer of earth for a fortnight (by then it will turn into manure). (e) On completion of the works, all such temporary structures shall be cleared away, all rubbish burnt, excreta or other disposal pits or trenches filled in and effectivelysealed off and the outline site left clean and tidy, at the Contractor's expense, to the entire

28 Lea Associates Environmental Management Plan - Package I C Grand Trunk Road Improvement Project

EnvironmentalMitigation ~~~~~~~~~Referenceto Responsibility Environmental MitigationMeasures3 Contract Location Time FrameR' Imnpactllssue S4 Implementation Supervision

satisfaction of the Engineer. Dolet C.1.48 (a) All necessary and adequate care shall be taken to During Contractor Engineer, Protection/Mitig minimize impact on cultural properties (which includes Construction PIU,NHAI. ation of cultural sites and remains, places of worship including Religious temples, mosques, churches and shrines, etc., Structuresand graveyards, monuments and any other important MoST:301.5 Shrines structures as identified during design and all properties/sites/remainsnotified under the AncientSites Design Entire Project site. and Remains Act). No work shall spillover to these requirement properties, premisesand precincts. (b) All conservation and protection measures will be taken up as per design.Access to such propertiesfrom the road shall be maintainedclear and clean. C. 1.49 Chance (a) All fossils, coins, articles of value of antiquity and Contract found structures and other remains or things of geological or requirement Archaeological archaeological interest discovered on the site shall be property the propertyof the Govemment,and shall be dealt with as per provisionsof the relevant legislation. (b) The contractor shall take reasonable precautionto prevent his workmen or any other persons from removing and damaging any such article or thing and I . . . During Engineer, shall, immediately upon discovery thereof and before Entre Projectsite. Construction Contractor PIU,NHAi. removal acquaint the Engineer of such discovery and carry out the Engineer'sinstructions for dealingwith the same, awaiting which all work shall be stopped loom all directions from the site of discovery. I(c) The Engineer shall seek direction from the ArchaeologicalSociety of India (ASI) before instructing the Contractorto recommencework on the site. ______-F - _.______.- .______.- - __ _ Road landscape plantation, re-vegetation of road Design Entire Project Corridor, CR1i 50 embankments and other slopes, edge treatment of requirement as perthe landscape Roadside water bodies shall be taken up as per either detailed or plan prepared. During Contractor Engineer, Landscape typical landscape designs, plans prepared for the Intersectionswhere Construction PIU,NHAI. project (Drawings in Appendix 10 detail the landscape landscapingis to be plans). Landscapesat the intersectionsaccording to the done are given in .

29 ...... Lea Assocates EnvironmentalManagement Plan - PackageI C Grand TrunkRoad ImprovementProject

Environmental M Reference to Responsibility Impact/ls Mitig Measures Contract 4 Location I Time Frame6 Impactissue rDocuments Implementation i Supervision type aregiven in drawingNos 3 to 5 t Appendix9. Provision, replacement, restoration of bus shelters Design inclusive of bus bays complete with seating requirement arrangement,infrastructure, etc., if any, as per designs shall be taken up. Entire ProjectCorridor, C. 1.51 Provisionof truck lay byesas perthe drawingsprovided as envisagedin the Roadside in design. DPR. Typicaldesigns During Contractor Engineer, Amenities The design layout drawings and specifications of the of roadsideamenities Construction PIU,NHAI. various roadside amenities shall be as per the are providedin the engineering design. A conceptual design of bus bay DPR. and bus stop is provided in Drawing No. T - 32 and DrawingNo. T - 33. Detailsof the bus stop structureare provided in DrawingNo. T - 34. C. 1.52 Noise a) Provision of barriers along the edge of the RoW at Design mitigation the locations indicatedin Appendix 11 as perthe design requirement details indicatedin drawingsfor the respectivelocations to mitigate the rise in noise levels. Alongthe edge of the b) Provision of barriers around the locations given in RoW and at the During Contractor Engineer, Appendix 11 to decrease the noise levels as per the locations indicatedin Construction PIU,NHAI. design details indicated in Drawings NM-1C-1 to NM- Appendix 11. 1C-12. Noise barrier shall be constructed as per the DrawingNo. T - 10 or Drawing No. T - 11, which ever is suitable. C.1.53 Road (a) Road furniture including footpaths, railings, storm Furniture water drains, crash barrier, traffic signs, speed zone Design signs, pavement markers and any other such items will requirement At locations as per the be provided as per designgiven in the Bid Documents. Ataled asign. (b) Intersections, rotaries, traffic islands, roadside Design Loctiioneo busign.sg Engineer, protection and other structures or furniture shall be requirement Locationof bus stops Construction PlU,NHAi. constructed,complete with the landscapeelements as ir en ancemendsis per landscapedesign given in Appendix 12. (c) Enhancementof bus stops as per the typical design drawings DrawingNo. T - 33 and DrawingNo. T - 34.

Lea Associates 30 Environmental Management Plan - Package I C Grand Trunk Road Irnprovement Project

Referenceto t Responsibility Environmental Mitigation Measures3 Contract Locations Time Frame6 Impact/Issue Documents4 Implementation Supervision

C. 1 54 (a) Enhancementof all cultural properties inclusive of Design At the locations Cultural all such propertiesrelocated prior to commencementof requirement mentionedin Appendix During I Contractor Engineer, Properties construction shall be completed as per design. 13 for typical Construction PIU,NHAI. I (b) Signagegiving informationabout the important Design enhancementsand cultural propertiesshall be erected as per design. requirement Appendix 14 for (c) Specific enhancementmeasures proposedfor the specificenhancements. various culturalproperties and the specificationsare provided in Drawings IC/322.2/1to IC/389.8/9. The contractorshall work out the enhancementof the remainingcultural propertiesas per typical designs worked out in detailed DrawingNo. T - 15, DrawingNo. T - 18 to DrawingNo. T - 21, DrawingNo. T - 27 and/or Drawing No.T - 28 as decided by the Engineer. (d) Detailswithin the specific enhancementsites like washing ghat (Drawing No. T - 25), Canopy(Drawing No. T - 31) shall follow the typical designs provided. 0-1.0: Operation Stage 0.1.1 Contamination ofCSonminatnd I (a) Contingencyplans to be in place for cleaning up of Frameworkat of Soil and spills of oil, fuel and toxic chemicals. State and Sector FlyingSquad of the Resourcesfrom (b) Spill of oil, fuel and automobile servicing units requirement Entire Projectcorridor. Level is Motor Vehicles Inspector. Spills due to without adequate disposal systems in place to be expected to be Department. traffic & discouraged. developed. Accidents Entire Project corridor, (a) The drains will be periodically cleared to maintain especiallyin the Urban 01.2 storm water flow. Stretches. Maintenanceof Rechargepits shall be Beginningand PUNA,Mncpl PNHI StormWater I (b) The urban authorities and local governmentbodies Project provided at every km end of each PIU,NHAI,Municipal PlU,NHAI Drainage will be urged to maintain storm water drainage system requirement in t u areas monsoon. Authorities. System in working condition. Recharge pits for urban drains throughwhich shall be providedas per the design DrawingNo. T - 24. proposedalignment passes.

-______LeaAssociates 31 == EnvironmentalManagement Plan - Package/ C Grand Trunk Road ImprovementProject

Environmental Mitigation Measures3 Contract Locations Time Frame6 Responsibility Documents4 Implementation Supervision !(a)Roadside tree plantationswill be maintained. Through Generation01.3eDusti i (b) New afforestation projects adjacent to the project requirementProject &E surrounding Projectcrrio areas. pridoperation DoE,PIU,NHAI. PIU,NHAI. road and in the surroundingwill be encouraged. penod. 01.4 (a) Ambient Air concentrationsof the various pollutants Atmospheric shall be monitored as envisaged in the pollution Pollution monitoringplan. Through (b) Pollution under control (PUC) programmes to be Entire Projectcorridor Operationstage. Pollution monitoring enforced adequately. and Surroundingareas agertin (c) Atmospheric pollution will be monitored and Project Refer to the Air Starting UPSPCB, management plans to be developed if pollutioncrosses requirement Pollution Monitoring afer Completion Motor VehiclesPIU,NHAI

(d) Roadsidetree plantationswill be maintained. Programme. of Construction. Department,STA, DoF, (e) New afforestation projects adjacent to the project UPSPCB,PlU,NHAI. road and in the surroundingwill be encouraged. (f) Public awareness programmesto be undertaken. 0.1.5 Noise (a) Noise pollution will be monitored. Pollution (b) Based on the resultsof monitoring noise pollution in Starting the operation stage, sound barriers and other measures . Referto the Noise Immediately MotorVehicles shall be constructed as per details in section 1.7.2 of Project Pollution Monitodng of Construction, Department,STA, DoF, NHAI the Noise Quality Assessmentreport. Programme. Through UPSPCB,PIU, NHAI. (c) Noisecontrol programmesto be enforced strictly. Operationstage. (d) Public awareness campaignsto be undertaken. 0.1.6 Traffic (a) Depending on the level of congestion and traffic and Accident hazards,traffic managementplans will be prepared. Safety (b) Traffic control measures including speed limits to be enforced strictly. All alongthe Project Through PIU,NHAI,Local (c) Road control width to be enforced. Local Project Ad and Opratio GovemmentBodies, PIU,NHAI, government bodies and development authoritieswill be requirement surounding areas. Stage. Development PIU,NHAI. i encouraged to control building development along the Authorities. highway. (d) Further encroachment and squatting on the public RoW will be discouraged. Compliance with the HazardousWastes (Management Hazardous All along the Project Framework PIU,NHAI,Motor PIU, NHAI,

Lea Associates 32 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project

Referenceto Responsibility Environmental3 5 6 MitigationMeasures Contract Location Time Frame - Impact/Issue, Douets4 |Implementation Supervision

0.1.7 and Handling)Rules, 1989 including: wastes corridor and Expectedto be Vehicles Department. uMotopVehicles Accidents For delivery of hazardous substances, permit license, (Management surroundingareas During Early Department. involving0.1.8 driving license and guidance licensewill be required. and Handling) Operation Hazardous Public security, transportation and fire fighting Rules, 1989. Stage. Materials I departmentswill designate a special route for vehicles delivering hazardousmaterial. These vehicles will only be harbouredat designatedparking lots. In case of spill of hazardous materials, the relevant departmentswill be intimated at once to deal with it with the spill contingency plan.

Lea Associates 33 Ent4ronmentalManagement Plan - PackageI C Grand Trink Roadlmprovemen Praect

1.6 REPORTINGARRiANGEMENTS The Monitoring and Evaluation of the management measures envisaged are critical activites in implementation of the Project. Monitoringinvolves periodic checking to asceitain whether activitiesare going according to the plans. It provides the necessary feedback for project management to keep the program on schedule. The rationalefor a reportingsystem is based on accountabilityto ensure that the measures proposed as part of the EnvironmentalManagement Plan get implemented in the project. The reporting system will operate linearly wih the contractor who is at the lowest rung of the implementation system reporing to the SupervisionConsultant, who in turn shall report to the PIU. All reporting by the contractor and SupervisionConsultant shall be on a quarterly basis.The PIU shall be responsible for preparing targets for each of the identifiedEMAP activities. All subsequent reporting by the contractor shall be monitoredas per these targets set by the PIU beforethe contractors move on to the site. The reporting by the Contractor wil be a monthlyreport like reportof progress on construction and will form the basis for monitoring by the PIU, either by its own Manager (Environment) or the Environmental Specialist hired by the SupervisionConsultant.

Desired Monitoring and Reporting Process and Resposibilities

Cortrator SupervisionConsultant (SC) P Irnpbtrn NHAI(Centre) World Bank Sta ofFof .PU _WB Uni |Condtrt llamRomi lmpiernp r leOvse/ Rp to ction No. ad ReporgSupwsoRepotionSurring 0tPtU Fied NW O Reportto Desied to SC ~~~~~Corrpliane WB Supervision to SCM (Center) arget Sheetfor EW PCI sporting ne lOrime One__time _ One time Repoe for EMP FC2 targels M_____onthly ____ lony _F_ _ YeaFXQrerly IalfYearly eportingfor Tree PcS3 ransplsntalion ______Mor_thly _on_h_ Quarterly Quartery CulturalProperity z PC4 Relocation ___ _ Utily l isetely Quartely OQly_er _ _I 2 Reloation of us a C05 90ps montfylyM Mot Quarlerty Q iaderly Quarts Relocationof Utility - and Community a PC6 ResoLras lMonthty Monthly urery uatery Quaterty rarge Sheetfor EMP C1 A _ _ons OneTime One inme_ One time __ Target sheet for Enhancmwetflio C2 n Actions OneTime One time Onetime Targot Sheetfor C3 RoadsideLandscp OneTlrnie time One time Target Sheetfor C4 PollutionMonitoring Ono lme limeUmoOn neonetim_e Reportingfor ENP X CGS Aoris Target. OneTime Fortightly nthly Quarterty Half Yearly rterly If Yearly oa Tomporary Acquisition a C6 of Land Moly nthlyIV nthly uarterly Quarerly ; 3BorowAroa la C7 Identiicatlion One ime rireTimoe Time One rime lime _Time Stlockyard O C8 Idenfication OnTime Ono ime Time Time TTimOne _u C9 ny kdni ati OneTime Time One Time On me Dnoir,me _ Seting up Workers CI Camp OneTime Timeline One Time One Time TneTrrn Quao-ly As Per Polkjtiori hly as pe as pet 1t utlon Anhbonng M tkorlngPlan Daily cedl Seasonaily schedule Hiene Reportingat urpuse C1Zloo n Camp edy Dity lnthly dk Quarterly ater Required for __ C13 C tion Weekty Weekdy btothy lY raerly HafYearly Ouarlaily; Len ASSOCiat 34 EnWronmentelMnnagement Plan - PackageI C GrandTrnk RoadImp emmentPrject

Contractor SupervisionConsultnt (SC) Pn Implemeon NFW(Centre) WorldBank ______Unit (PIFM______Constu For ath Ipemlepmentation O5wl'sa ReportoDi - to cfion _ andReporting Supevim Reportingto PIl NHN Ovel _ Supervlion to SC Copi- (Cente) Dud Suppresionat C14 SockYard Da_ _ Dihly .y Marl rtonthlHaHt Yearly Quanerly Hl Yearly DustSuppresion at C15 BomwAreas Daily Dily M__ _hly MVnhly aty Hif Yearl Quarty i Yearly DustSuppresion at C16 QuarrCruser Sites Daly Dly Mornhly Morthly Qua HafIrbl Yeary Quarr Ha Yeay RosdSafel for Partial Cosuf TwoLane Cl? Trriageway OneTimne Daily Monthly 6uarerly Quarterly HaHYearly y Haf Yearly RoadSafty at Detour ci Temporary C19 Dirhion One Daly Monty Quarderly Quarty bYearly Quarterly Hf Yearly ummary l rknlpb anceme C19 tds Mo_____hly FortniglSity _____ Quarbty ____y Yearly eurleyHl Yearly

of Cultural C20 P esr_i_thly orltnrightly rdhy quaerly raerlyYeary Quartedy Yearly nhancoenl&nbV*tio C21 ofWater Boiens _u__orly tnighijy Uet Cury Yearly Ou- HayYearly EnhtancmntdRoad C22 Jno_t_t_ Vlor Oua y Qu__arley_Yearl uYearlyt ni--V -- C23 ofdu dsops Monthly orbghty Quad"_ _erly Ye_r Yeery *ngfor Road C24 Sds Plartaion ly Orlnl tlynrr"lyMo Qwla_rty Ouary Yearly Quaray Yearly urvivalReporit of RotSide C25 nnEi Quart"__ Q_Y arbd Yearly _ _M___Hfa urivl Reporwt for C26 ranepatedTrees _M_t_ __ n__ Quadervy uabnty _u_ * Yearly Cuarty a Yearly Redavelopmentof C27 o rw es ly hiy Qierlf Ouarty Quart HYyfYearl a Yyrly of C28 Oua _olly Quetedyay Ol_ly Ouwtsty HalYf Q y iY

C29 Corbn Sites Mothly Monthly Qaderty Quajerl, Quarb ary Yearly * of C30 Consb Debris Weeldy Daily Morthly uarty Ouarl eary uartey Yearly rget Shet" for a 01 Polluin Monioring Om Time Onetim __Oe___One Time a Sw*iv Repw ofd o 02 Transone Tram . QuerlsY _ Yearly Quarterly HoffYearly C SurvwlvReporting br

s 03 RoadSide Landscape __r_i__r _ _ QOLrtly HaHYeaty 0 As PerPolution 04 di.MonitoringMon*trng Plan ea early Quarterllyarty Note:Supervsion Consultant would use thesare formatof thecontrador to SCfor Reporting

The formats for the reporting of the various environmental issues through the various stages of the project implementation are appended at the end of the Management Plan as Appendix 15.

1.7 INSTITUTIONALARRANGEMENTS The NHAI is responsiblefor implementationof all the mitigationand management measure suggestedn EMAP. The NHAI is also responsiblefor implementationthe complete resettement and rehabflitationof all those affected by the project and is committed to ensure the income restoration of the project- affected and project-displacedfamilies.

Le3as5o 35' EnvironmentalManagement Plan - PackageI C GrandTrunk Road Improvement Project

The NHAI already has certain organizationaland institutional capacity to be able to satisfactorily complete the implementation of the EMAP and RAP. The capacity was mainly created due to the requirementsof implementingthe Third National Highwayproject (TNHP). TNHP precedesthe GTRIP, and the preparationand implementationof the RAP in GTRIP will benefitfrom that of the TNHP. The responsibilities of the NGO, the GRC and the District Level Committees is towards the implementationof RAP, However,for addressalof environmentalissues the Manager (environment)at the PIU will interact with the NGO, the GRC and the District Level Committees. For details about the individual roles and responsibilities, refer to the section 10.2 of the Consolidated Environmental Assessmentprepared for the project.

1.8 TRAINING The Environmental Unit at the NHAI headquarters and the PlUs, who would be responsible for the implementationof the EMP, need to be trained on the effective implementationof the environmental issues. To ensure the success of the implementationset up proposed,there is a high requirementof training and skill upgradation.

1.8.1 TRAININGALREADY PROPOSED UNDER TNHP As part of the TNHP, a training programmehas been worked out incorporatesthe project needs as well as the intermediate-termcapacity buildingneeds of the NHAI. The programmeconsists of a number of training modules specific to target groups. The training would cover the basic principlesand postulates of environmental assessment, mitigation plans and programmes (particularly the World Bank Operational Guidelines and National Policy Perspectives),implementation techniques, monitoring and managementmethods and tools. Lookinginto the potential requirementsof each of the target groups, several training modules had been suggestedas part of the TNHP.

3 Module I: EnvironmentalOverview - Module II: EnvironmentalRegulations and Acts * Module Ill: Pollution * Module IV: EnvironmentalImpact Assessment - Module V: Environmentalmanagement Plan * Module VI: HighwayProjects and EnvironmentalIssues * Module VII: EnvironmentalIssues in the Project * Module VIII: The EnvironmentalManagement Plan for HighwayProjects * Module IX: EnvironmentallySound ConstructionManagement * Module X: Planning for EnvironmentallySustainable Operation of Highways * Module Xl: Long Term EnvironmentalIssues in HighwayManagement

1.8.2 ADDITIONALTRAINING The training under GTRIP has been devised taking into account the training already imparted under TNHP and the budgetary allocations.The training is focused on environmentalissues related with road construction and both theoretical and practical aspects are covered. The Table 4 below gives the breakupof the proposed training under the GTRIP for varioustarget groups:

Table 4 Proposedtraining program under GTRIP S. No. Targetgroup Subject(s) Method TimeFrame 3working days: at All NHAIstaff, EnvironmentalOverview: Environmental 3 monthsbo SupervisionConsultants' Regulations, Highway related provisions of Lectures the beginningof the Environmental variousActs, EIA notification, process and implementationof the Specialists methodologyfor EIA,EMPs and their use GTRIP

Lea Assoemates 36 2 EnvironmentalManagement Plan - Package / C Grand Trunk-RoadImprovement Project

S. No. Target group Subject(s) Method Time Frame All Managers (Env.) a Implementationof EMPs: NHAI (HQ & PIU), Basic features of an EMP,Planning, designing 3 working days; 2 SupervisionConsultants' and executionof environmentalmftigation and Workshopsand o,nemonth before the Environmental enhancementmeasures, monitoring and Seminars constructionbegins Specialists Specialists ~ evaluationconstructionof andenvironmental operation conditions- during EnvironmentallySound Construction Practices: All Managers (Env.)@ Clean Highwayconstruction technology, NHAI(HQ& PU), Alternativematerials and techniques for 1 week; SupervisionConsultants' highways,Waste managementand Seminars, 3 uenvisionmeontutal s minimizationinconstruction, Pollution control Lecturesand Justbefore the Environmentaldevices andmethods for constructionsites and Shtevisits beginningof Specialists Contractors' equipment,Environmental clauses in contract construtio documentsand their implications, Environmentalmonitoring during construction, Borrow area & Constructioncamp management Monitoring EnvironmentalPerformance All Managers (Env.)t during Construction: NHAI (HQ & PIU), Air, Water and Noise Monitoringrequirements Lectures, 2 days 4 SupervisionConsultants' and techniques,Evaluation & Reviewof results, Workshops and During initial phases Environmental Performanceindicators and their applicability, Site visits of construction Specialists corrective actionspossible, reporting requirementsand mechanisms Long-termnEnvironmental Issues In Highway Management Designingand implementingenvironmental surveys for ambientair, noise, biologicaland 3 days All Managers(Env.) @ water qualitysurveys, data storage, retrieval Workshops and During NHAI(HO & PIU) and analysis,contract documents and Seminars implementationof environmentalclauses, Risk assessment and GTRIP management,contingency planning and management,Highways as assets- managementand value addition Short term formal trainingabroad: EnvironmentalImpact Assessment- New 2 positions from all Methods and implicationsfor highwayprojects, Seminars, Durationof the 6 Managers (Env.) @ modelingpollutant behaviour, cases may Workshops, site course (max. 3 NHAI (HO & PIU) include implementationof EMPs and RAPs on visits months) similar projects-financedby the WB or other institutions. 1 position from all Full length formal training abroad: Formal Classes, Entire duration of the Manages(En.) 19 EnvironmentalAssessment. Highway planni'ng seia,ste Eirdutonfth NHAI (HQ & PIU) and environment,infrastructure development s s course (1-2 years) ______and environmentalimptications,vitscue(12ya) The cost for the entire training programmewill be Rs.2.1 million which has been apportioned to the budget of each contract package equally.

1.8.3 LogisticalSupport Required The various items that need to be procuredfor the EnvironmentalUnit are listed below: * The environmentcell at the PIU will requirea vehicle to inspectworks on site. * Own equipments for pollution monitoring viz. noise meter, hand-held gas sensors, high volume samplers,water samplingkit etc. * The environmentalcell at each PIU to be connectedto the DocumentationUnit at CNHAI by NHAI- wide LAN (WAN). * Adequate computing facilities to allow the documentation unit to be self-sufficient including the latest version of GIS software such as ARC Info, Mapinfoand Idrisi etc * All officials at the CNHAI to be provided their own PC, a common printer and an access to the Internet. In addition they should have access to one licensed copy of the latest version of the software useful for environmental wing. These could include Caline {for air pollution modelling from traffic pollution), Sound 32 (for traffic noise) and a fugacity-basedmodel (for predicting the behaviour of volatilelhazardousmaterial that might spill on the road). * A well-stockedlibrary with books and manuals related to environmentalimpacts of infrastructurein general and roads in particular,would be an advantage.

Lea Associates 37 EnvironmentalManagement Plan - PackageI C Grand TrunkRoad ImprovementProject

1.9 ENVIRONMENTALMONITORING PLAN

The purpose of the monitoring programmeis to ensure that the envisaged purpose of the project are achievedand result in desired benefitsto the target population.To ensure the effective implementation of the EMP, it is essential that an effective monitoring programmebe designed and carried out. The broad objectivesare * To evaluate the performanceof mitigationmeasures proposedin the EMP * To evaluate the adequacyof EnvironmentalImpact Assessment * To suggest improvementsin managementplan, if required * To enhance environmentalquality * To satisfy the legal and communityobligations.

1.9.1 PERFORMANCEINDICATORS (PIS) The physical, biological and social components identified as of particularsignificance in affecting the environmentat critical locations have been suggested as PerformanceIndicators (Pls), and are listed below. * Air quality w.r.t SPM, RSPM and CO * Water quality w.r.t DO,BODand Coliformcount. * Noise levels aroundsensitive locations. * Replantationsuccess / survival rate * Erosion indices * Restorationof borrow pits * Sedimentationrate in the downstreamwhere bridges, culverts,etc are built * Vital statistics on health * Accidentfrequency Followingsub-sections describe each of these Pis in detail.

1.9.2 AMBIENTAIR QUALITY(AAQ) MONITORING Ambient air quality parameters recommendedfor road transportation developments are Respirable 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 of construction activity. Data should be generatedover three days at all identified locations in accordance to the National Ambient Air Quality Standards. (Table 5) The location, duration and the pollution parameters to be monitored and the responsibleinstitutional arrangements are detailedout in the EnvironmentalMonitoring Plan (Table 8)

Table 5 NationalAmbient Air Quality Standards Pollutants Time Sensitive Industrial Residential Methodof measurement Weighted Area Area Rural &other

Sulphur Dioxide(SO 2) Annual* 15 ug/rm 80 jig/rm 60 uIg/mr ImprovedWest and Gaeke method 24 hours-* 30 ua/m3 120 ug!m3 90 uolrn3 Ultravioletfluorescence Oxides of Nitroqen (No.) Annual& 15 Ualm3 80 ua/m3 65 ua/m3 Jacob and Hochheiser 3 3 24 hours-* 30 ua/m 120 ua/M 91 ua/m3 Gas phase Chemiluminescence CarbonMonoxide (CO) 8 hours 1000 5000 ualm3 2000 ualm3 Non dispersiveinfrared 3 3 1 hour 2000 1000 ua/m 4000 ualmr spectrascoppy Lead (Pb) Annual* 0.50 jg/M3 1.0 jgIM3 0.75 uqg/m3 AAS Method24 hours after 24 hourM3*1.5 0.75 1.00gjig/rn3 samplingusing EPM 20000 or 24 hours** 0.75 , 1.5ug/mjggmr 1.00 equivalentfilter paper

3 3 3 Respirable Particulate Annual' 50 u/rM 120 ualm 60 ual/ (RPM)- Size less then 10 24 hours-* 75 pg/m3 150 jigIM3 100 jgIMr3 LeaAssociates 38 3=7 EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

Pollutants Time Sensitive Industrial Residential Method of measurement Weighted Area Area Rural &other SuspendedParticulate Annual* 70 ualm3 360 uaW 140 ua/m3 Average flow rate not lessthan Matter (SPM) 24 hours- 100 oUfM3500 ua/m3 200 u/lM3 1.1 cu.m / minute SourceAnon 1996-97,NationalAmbient Air Quality MonitoringSeries NAQMS/a/1996-97,Central Pollution ControlBoard, Delhi. *Average ArithmeLicmean of minimum 104 measurementin a year taken for a week 24 hourly at uniform interval.

*24 hourly/8 hourly values should meet 98 percent of the time in a year

1.9.3 WATER QUALITY MONITORING The physical and chemical parameters recommendedfor analysis of water quality relevant to road developmentprojects are pH, total solids, total dissolvedsolids, total suspendedsolids, oil and grease, COD, chloride, lead, zinc and cadmium. The location, duration and the pollution parameters to be monitored and the responsibleinstitutional arrangements are detailed in the EnvironmentalMonitoring Plan (Table 8) The monitoring of the water quality is to be carried out at all identified locations in accordanceto the Indian Standard DrinkingWater Specification- IS 10500: 1991 (stated in Table 6)

Table 6 Indian StandardDrinking Water Specification-IS10500:1991 Permissible SI. Substanceor Requirement UndesirableEffect Limit in the Methods of No. Substanteorisc (Desirable Outside the Desirable Absenceof Test (Ref. To Remarks No. Characteristic Limit) Limit Alternate IS) Source EssentialCharacteristics 1 Colour, Hazen 6 Above 5, consumer 25 3025 (Part 4) Extendedto 25 only if toxic units, Max acceptancedecreases 1983 substancesare not suspected,in absenceof alternatesources 2 Odour Unobjectionabl 3025 (Parts a) Test cold and when heated e 5):1984 b) Test at several dilutions 3 Taste Agreeable 3025 (Part 7 Test to be conducted only and 8) after safety has been 1984 established 4 Turbidity NTU, 5 Above 5, consumer 10 3025 (Part 10) - Max. acceptancedecreases 1984

5 Ph Value 6.5 to 8-5 Beyondthis range, the water No relaxation 3025 (Part 11) - will affect the mucous 1984 membraneand/or water supplysystem 6 Total hardness 300 Encrustationin water supply 600 3025 (Part 21) - (as CaCO3) structureand adverse 1983 MG/i, Max effects on domesticuse 7 Iron (as Fe) 0.3 Beyondthis limit 1 32 of 3025: - mg/i, Max taste/appearanceare 1964 affected, has adverseeffect on domestic uses and water supply structures,and promotes iron bacteria 8 Chlorides (as Cl) 250 Beyondthis limit, taste, 1000 3025 (Part mg/I, Max corrosion and palatibilityare 32) affected 1988

9 Residual,free 0.2 - 3025 (Part 26) To be applicableonly when chlorine, mg/i, 1986 water is chlorinated.Tested Min at consumerend. When protection against viral infection is required, it should be Min 0.5 mg/i Desirable Characteristics 1 Dissolved solids 500 Beyond this palatability 2000 3025(Part 16) mg/1, Max decreases and may cause 1984 ______I______[gastrointestinal irritation 1_

Lea Associates 39 EnvironmentalManagement Plan - Package I C Grand irunk Road ImprovementProject

Permissible Si. Substanceor Requirement UndesirableEffect Limit in the Methodsof No. Charanteoristc (Desirable Outsidethe Desirable Absenceof Test (Ref. To Remarks No. CharacteristicLimit) Limit Alternate IS) ______~~~~~~~~~Source 2 Calcium (as Ca) 75 Encrustationin water supply 200 3025 (Part 40) - mg/i, Max structureand adverse 1991 effects on domesticuse 3 Magnesium(as 30 Encrustationtowatersupply 100 16, 33, 34 of Mg), mg/i. Max structureand adverse IS 3025: 1964 effects on domesticuse 4 Copper(as Cu) 0.05 Astringenttaste, 1.5 36 of 3025: mg/i, Max discolorationand corrosion 1964 of pipes,fitting and utensils will be caused beyondthis 5 Manganese(as 0.1 Beyondthis limit 0.3 35 of 3025: Mn) mg/I, Max taste/appearanceare 1964 affected,has adverse effects on domesticuses and water supplystructures 6 Sulphate(as 200 200 Beyondthis causesgastro 400 3025 (Part 24) May be extended up to 400 SO4) mg/i, Max intestinalirritation when 1986 provided (as Mg) does not magnesiumor sodium are exceed 30 present

7 Nitrate (as NO2) 45 Beyondthis 100 3025 (Part 34) - mg/i, Max methaemoglobinemiatakes 1988 place 8 Fluoride (as F) 1 Fluoride may be kept as low 1.5 23 of io25: mg/i, Max as possible. Highfluoride 1964 may causefluorosis 9 Phenolic 0.001 Beyondthis, it may cause 0.002 54 of 3025: compounds(As objectionabletaste and 1964 C6HsOH)mg/l, odour Max 10 Mercury(as Hg) 0.001 Beyondthis, the water No relaxabon (see Note) To be tested when pollutionis mg/l , Max becomestoxic Mercury ion suspected _____=____.=______analyser 11 Cadmium(as 0.01 Beyondthis, the water No relaxation (See note) To be tested when pollutionis Cd). mg/i, Max becomestoxic suspected 12 Selenium(as 0.01 Beyondthis, the water No relaxation 28 of 3025: To be tested when pollutionis Se), mg/i, Max becomes toxic 1964 suspected 13 Arsenic (As As) 0.05 Beyondthis, the water No relaxation 3025 (Part 37) To be tested when pollution is mg/l. max becomestoxic 1988 suspected 14 Cyanide(As 0.05 Beyondthis limit, the water No relaxation 3025 (Part 27) To be tested when pollutionis CN), mg/1I,Max becomes toxic 1986 suspected 15 Lead (as Pb), 0.05 Beyondthis limit, the water No relaxation (see note) To be tested when pollutionis mg/l, Max becomes toxic suspected 16 Zinc (As Zn). 5 Beyondthis limit it can 15 39 of 3025: To be tested when pollutionis Mg/i, Max cause astringenttaste and 1964) suspected an opalescencein water 17 Anionic 0.2 Beyondthis limit it can 1 Methylene- To be tested when pollutionis detergents (As cause a light froth in water blue extraction suspected MBAS)mg/i, method Max 18 Chromium(As 0.05 May be carcinogenicabove No relaxation 38 of 3025: To be tested when pollutionis 6 Cr+) mg/I, Max this limit 1964 suspected 19 Poly nuclear - Maybe carcinogenicabove aromatic this limit hydrocarbons (as PAH) g/1, Max 20 Mineraloil mg/, 0.01 Beyondthis limit undesirable 0.03 Gas Max taste and odour after Chromatograp chlorinationtake place hic method 21 Pesticidesmg/i, Absent Toxic 0.001 Max

Lea Associates 40 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Permissible SI. Substance or Requirement UndesirableEffect Limit in the Methods of No. Characteristic (Desirable Outside the Desirable Absence of Test (Ref. To Remarks Limit) Limit Alternate IS) Source 22 Radioactivematerials: 58 of 3025:01964 23 a) Alpha emitters 0.1 Bq/1, Max 24 Beta emiters 1 pci/i, Max 25 Aluminum (as 200 Beyondthis limittaste 600 13 of Al), mg/i, Max becomesunpleasant 3025:1964 26 Aluminum (as 0.03 Cumulativeeffect is reported 0.2 31 of 3025: Al), mg/i, Max to cause dementia 1964 27 Boron, mg/i, 1 5 29 of 3025: Max 1964

Source:Indian Standard Drinking Water Speciflcation-1S10500:1991

1.9.4 NOISE LEVELS MONITORING The measurements for monitoring noise levels would be carried out at all designated locations in accordanceto the Ambient Noise Standards formulated by Central PollutionControl Board (CPCB) in 1989 (refer Table 7). Sound pressure levels would be monitored on twenty-four hour basis. Noise should be recorded at a "A" weightedfrequency using a a slow time response mode" of the measuring instrument. The location, duration and the noise pollution parameters to be monitored and the responsibleinstitutional arrangements are detailedin the EnvironmentalMonitoring Plan (Table 8).

Table 7 NoiseLevel Standards (CPCB) Km. Noise level for Day Noise level for Time Leq dB(A) Night Time dB(A) ndustrialarea 75 70 ommercial area 65 55 esidential area 55 T X_45 ilence zone 50 1 40 Day time - 6.00 am - 9.00 pm (15 hours) Night tiroe - 900pm- 600am (9 hours)

1.10 MONITORINGPLAN The monitoring plan for the various performanceindicators of the projectin the constructionand operation stages is summarisedin the Table8.

Lea Associates 41 EnvironmentalManagement Plan - PackageI C Grand Trunk Road lmprovement Project

-__ -P___e_ t Table 8 Environmental Monitoring Plan Envi T ProJect ______MONITORING __Institutional respo sibility component | Stage Parameters Special Guidance Standards Location (Chainage) Frequeny ] Duration Implementation Supervision sPM, High volume sampler to be Air (Prevention Cot RSPM, SO,, located 50 m from the plant and Control of contrach the dest pr samples Continuous24 on ractor PIU NHAI/ SPM, RSPM in the downwinddirection. Pollution) wheractoructo is day, once hours/ or for 1 full toug Engin Use methodspecified by Rules, CPCB, locate the Hot mix every season for working day monitoring Engineer Construction HC CPCBfor analysis 1994 plant 3 years agency

Air (i) Curve@ km 325/300 3 samples per (ii) km. 337/000 day, once every te SPN SPM, High VolumeSampler to be ~~~~~~~~~~~~~Airand(Prevention Control of village(iii) Near Ajitmalkm. 358r500 uptoalternate 2006, yearsthen C stage rR abonSPM.50, locatedat 15m from the Pollution) (iv) Along Centre line every third year Continuous 24 PIU, NHAI NHAI stageHOCO edgeU of pavement Rules, CPCB, of bypass s Ajitmae until 2015 and wours , ~~~~ ~ ~~~~~~~1994village then every Rth SPM TS, soreadaayespr Waier(Prevetio (v)364i40 NearNerAiOalenate Muradganjv year untileryyearsCnrco 2025 at km.366/200 6 locations stage Oil CO Edgenaiooffpave ent Rules CPCBB (vi)39ofbypasitAoiminuntlE215indeour km. 380/000

Construction TSS,PDO, HtighVoesample torb a ndaCdshto (ov)iPola@ km. f55urp3ye a0t6then3 - Continuouse2 PPU NHAI sGrease age and ExasteationeofrWaterand CPCB (iii)m Handpump km. locations agency

Pb. 353/450 End of summer Qualite Water (i) Pondk8km, ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~beforeof monsoonthe onset CODpH, Grab sample collected from 364/400 every alternate Operation BOD,COD,T sourceand analyse.as per Water quality (Ii)Pond km. .year until 2006, h Ostertion DS,TSS, Standard Methodsfor standardsby 390/250 then every third NHAI NHAI stage DO, Pb, Oil Examinationof Water and CPCB (iii) Handpump@ km. year until 2015 Quality pH,~~Noseleeland Grease. GrabeWastewatersamplet crollethed from seiRePondgsk.oeveryoalternat353/450 and then every Copetraction eq,ODTsurcmeand wnaose. aosper Waterqualityseconds fifth year upto 2025 at 3 stage Cthenevessry 390/250e locationsoothird evryhou mnHitrn EngAine andGrease. Wetermater. andrathenevery and3t45n

Noise levels stage on Stanard Metdf standardsby At equipmentPon k yards y s 20,tenand fr 15 t

42 ______locaion

2025 att3 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project

Envl Project MONITOFING Institutional responsibili component Stage Parameerst Special Guidance Standards Location (Chainage) Frequency Duration Supervision Noiselevels Eusinganlintegaenoise Noises Onceevery four Radings to be Cnrco Noniselevs Equsinvanntegratenoiseievelsanddse b As directed by the months for 3 taken at 15 seconds through approved PIU, NHAI/ onsBca)e levelmeter kept at a standardsby Egneyar t7interval for 15 mnthroughappovd gineAeI scale distance of 15 from edge of CPCB Engineer years minutes every hour monitoring Engineer pavement locations and then averaged. agency Once every (i) School @ km. alternate year Equivalent noise levels 336/000(ii) Near until 2006, then Readings to be Contractor Operation Noise levels using an integrated noise Noise Mosque in Muradganj every third year taken at 15 seconds through an Engineer, PIU, stage on dB (A) level meter kept at a standards by village @ until 2015 and interval for 15 approved stage scale distance of 15 from edge of CPCB km.3651500(iii) In then every 5th minutes every hour monitoring NHAI pavement Auraiya @ year until 2025 at and then averaged. agency km.380/000 3 locations

Threshold for each

Monitoring Sample of soil collected to contaminant agricultural lands MNo throughan Construction of Pb,or,n ofacidified Pb, andCr, analysed databasedatabase of labuting traffic videtours locatanditrsffcrdiversions,oNeAocc ns f approved Engineer, PIU, stage Cd using absorption spectrophotometry nationalUSEPA until ttod eietfetraeidentpifed brryyteaec of the 3 years. monitoring standards are Engineer

Soil Thresholdpromulgated.for each Monitoring Sample of soil collected to contaminant At accident cspill f teNHAl, through an Operation ofheavy acidified and analysed set by IRIS locations involving pe approved NHAI stage metals, oil usuvivngabsorptiong vbulk datace transport carrying occurrence of monitoring stage madgetals,ei sn absctorphtioner USEPAuntil hazardousmaterials suhicdnsagency andegretas p h _ __t shallbedone._.__.____national standardsare poromulcgated. Pre- Monitoring It shouldbe ensuredthat theDeaild Duinuteteligiorn Construction of fellingof re- nmberonlythose f sapingstrees that lanteare redantabaseofteDesaignfrted All alongthe corridor suchnicidentofin trees lln Deprtent PIU.NHAI Stage trees markedare felled, proesinfrthoftesDprmn Roadside Thesurvival plantation Survivalrate Thenumber of trees rateshould be Operation of trees suvvn uigeach visit at least7% At locationsof Eeyya o stage Success of shouldbe compared with belowwhich compensatory yearsNHIHA stage ~~re- numberof saplingsplanted replantation plantation vegetation shallbe done. ______

43 c77 EnvironmentalManagement Plan - PackageI C Grend Trunk Road ImprovementProject

1.11 BILL OF QUANTITIES

1.11.1 SPECIFICENHANCEMENT SITES The specificenhancement sites selected from the fieldsurvey have been treated with a view to retain their uniquecharacter while allowing the road-userto identifythe continuumalong the GrandTrunk Road.The enhancementshave beenbased on certaincommon elements, which have been used throughoutall the packagesof the GTRIP.Based on the treatmentenvisaged, Bills of Quantitiesof variousitems have been preparedfor each site. The Table9 summarizesthe variousquantities for package1 C andcan be usedin conjunctionwith the drawingsfor constructionon site.

Table9 SummaryBill of Quantitiesfor Specificenhancement locations

S. No. I Description Unit Qty S. No. I Description Unit Qty Chainage 322.300 Chainage 332.200 1 Brick paving sqm 104.78 1 Conc. Paving sqm 190.13 PCC 1:3:6 Cum 7.8585 2 Brick Paving sqm 233.27 2 Concrete paving sqm 43.37 3 LantanaRed Nos. 17 PCC 1:3:6 Cum 3.25275 4 TamarindTree Nos. 1 3 Brick ending sqm 902.03 5 MangoTree Nos. 6 4 Kachnar tree Nos. 7 6 Amaltaltree Nos. 3 5 Marigoldshrubs Nos. 12 7 GaurdRail (type 2) 6 Planter lIronrailing mtr 38.7 Excavation cum 4.93 _ Excavation cum 11.28 P.C.C(1:4:8) cum 1.02 P.C.C cum 3.36 Cementtile sqm 10 8 Retainingwall cum 131.8 Kerb stone mtr 20 9 Brick edgingfor protection Rm 707.26 Earth fillina cum 4 10 Sitting 7 Railing m 7.14 Excavation added above 8 Sitting (Chabutra) P.C.C added in ra ing Earthwork cum 18.32 Brickwork cum 1.26 P.C.C(1:2:4) cum 3.29 Plaster sqm 4.44 P C.C(1:3:6) cum 2.26 _ Stone slab(As/Specific) sqm 1.9 Brick work cum 17.99 11 WashingGhat Nos. 1 Plaster sqm 31.02 Stone masonary _ cum 7.42

Earth filling cum 2.2 _ R.C.C cum 2.47 Brick bats cum 0. Chainage 351.750 Chainaqe 323.300 1 Brick Paving sqm .245.58 1 Conc. Paving sqm 75.38 DescriptionPCC 1:3:6 cum 18.4185 2 Entrancedetail 2 Sitting around 3 Sittingarrangement typeDescription2 Excavation cum 4.66 Excavation cum 117.82 P C.C cum 3.62 P.C.C(1:3:6) cum 11.3 Brick work cum 8.32 P.C.C(1:2:4) cum 26.37 Plaster sqm 53.49 Brick work cum 132.08 Stone slab sqm 0.95 Plaster sqm 171.62 4 Neemtree Nos. 16 Earthfilling cum 11 5 MarigoldShrubs Nos. 12 BrickPaving added above 6 Temporarywall trenching mtr 9 4 Brick edging mtr 43.5 7 Brick edging mtr 19 5 Sittingdetail added above 8 RailingType 1 mtr 16.4 6 Marigoldshrubs Nos. X 91 Chainage 327.600 7 Mangotree Nos. 7 1 Brick Paving Mq 356.15 Chainaae 375.600 2 Grass sqm 466.28 1 Brick Paving sqm 98.53 3 Brick Paving sam 5.7 2 P,C.C.(1:3:6) sqm 7.389 4 Brick on edge mtr 275.85 3 ConcretePaving sqm 60.11 5 Free Ficus inectonia Nos. 19 4 P.C.C(1:2:4) sqm 4.5 6 Kadamb tree Nos. 1 5 Grassarea sqm 103.09 7 lShrubs Nos. 14 6 Brickedging sqm 26.19 8 Signage Nos. 1 7 Low Brick wall (0.6m cum 6.72 8 Amaltas tree Nos. 8

44 7o EnvironmentalManagement Plan - Package/ C Grand Trunk Road ImprovementProject

S. No. Description Unit Qty S. No. Description Unit Qty 9 Lantana Red Nos. 25 7 Shrubs' Nos. 23 10 Sitting detail 8 Aaltas tree Nos. - 11 11 Excavation cum 13.11 Chainage 388.900 12 P.C.C (1:2:4) cum 4.96 1 Low brick wall Cum 95.04 13 Brick wall cum 7.53 2 Turfing Sqm 3000 14 Plaster sqm 39.05 3 shurbs Nos 35 15 Well, P.C,C(1:3:6) cum 1.47 4 Angelona Nos 40 Chainage 388.100 Chainage 389.800 1 Conc. Paving type 2 sqm 425 1 Pavingfor Parking sqm 1876.17 2 Brick Paving sqm 785 2 Conc paving sqm 859.22 3 Slope Protection sqm 3047.67 Excavation cum 77.76 4 Retaininqwall mtr 35 P.C.C cum 9.24 R.C.C cum 2.47 R.C.C cum 39.74 Stone masonary cum 7.42 Brick work cum 6.96 5 Washing Ghat Plaster cum 40.32 R.C.C cum 2.47 Steel Kg 1400 Stone masonary cum 7.42 4 Ficus Infoctoriatree Nos. 3 6 Gaurd Railing Type 1 5 Shrubs Nos. 90 ,Excavation cum 12.02 6 Proposedwall added above P.C.C (1:4:8) cum 4.69 7 Turffing sqm | 300 Iron Railing mtr 79 6 Steps detail added above

1.11.2 TYPICAL ENHANCEMENTELEMENTS The typical mitigation/enhancementdesigns were prepared using informationcollected during the field visit with a view to allow the local communitiesand the road-users to enjoy the benefit of a better corridor of movementwhile ensuring their safety. An additionalaim was to try and mitigatethe potential negative impacts of the developmentof a wider, high-speedcorridor on the host communities. All the designs created are attached with each EnvironmentalManagement Plan. Each corridor uses only a portion of all the designs created. The environmentalmanagement plan has referred to the particular drawing to be used for each package for environmental m-tigation/enhancement.Other details of locations are available in the relevant appendices. The Table 10 below gives the quantities for the typical designs:

Table 10 Bill of Quantitiesfor Typical enhancementelements

NS.. Item Unit Quantity So. Item Unit Quantity Drawing T-1, Dog leg for access restriction 1 Brickwork Cu. m. 27.00 1 Excavation Cu. m. 3.67 2 P. C. C. (1:3:6) Cu. m. 4.50 2 P.C.C.(M 20) Cu. M. 0.78 3 P.C. C. (1:2:4) Cu. m. 5 40 3 Brick bats Cu. m. 0.40 4 Plaster Sq. m. 126.00 4 Brick work Cu. m. 4.03 Drawing T-7, Barrier to prevent garbage dumping 5 Cementtiles Sq. m. 2.26 1 Excavation Cu. m. 508.50 6 Plastering Sq. m. 20.48 2 Filling Cu. m. 161.50 7 P.C.C. (M 20) Cu..m. 0.13 3 Brickwork Cu. m. 630.61 Drawing T-2, Ramped Access 4 P. C. C. (M 20) Cum.M 113.89 I I Excavation Cu. m.' 5.25 5 Soil for vegetation Cu. m. 37.26 2 P C. C. (M 20) Cu. m. 12.97 6 R. C. C. Cu. m. 20.48 3 CementTiles Sq. m. 20 7 Cementtiles Cu. m. 538.50 4 Hume Pipe(0.9 m. 0) No. (3.5 | 1 8 Rammed Brickbats Cu. m. 536.50 m long) 9 25mm 0 pipe m. 62.63 Drawing T-4, Sedimentation Chamber Drawing T-8, Handpump Type - 1 |1 | Excavation Cu. m. 27.24 1 Excavation Cu. m. 2.65 2 P.0C.0C. Cum. | 1.54 2 P.C.C. Cum. | 1.57 3 R. C.C. Cum.M 8.18 3 R.C.C. Cu. M 011 4 Iron rungs No. 7 4 Brickwork Cu. m. 0.94 5 Plaster Sq. m. 2.44 5 Plaster Sq. m. 6.28 6 C. 1I Pipe (0.9 m. 0) No. 1 6 P. V. C. pipe m. 1.0 7 R. C C. pipe (0.9 m. 0) No. 1 7 Aggregate (12 mm) Cu. m.r 0.30 Drawing T-5, Cascade (10 m wide) 8 GeosyntheticFabric Sq. m. I 0.9,_,,z,

455a EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

SN. Item UnitTQuantity SN. Item Unit Quantity No. -I| No. Drawing T-9 (i), Handpump Type - 2 1 Excavation Cu. m. 5.20 1 7Excavation Cu. m. 1.49 2 P. C. C. (M 20) .Cu. m. 1.39 2 P.C.C. Cu.m. 1.49 3 P. C.C.(M 15) Cu.m. 0.55 3 Brickwork Cu. m. 0.58 4 Brickwork Cu. m. 6.32 4 Plaster Sq. m. 8.54 5 Earthfilling Cu. m. 9.18 Drawing T-9 (ii), Handpump Type - 3 6 Plaster Sq. m. 9.18 1 Excavation Cu. m. 1.86 7 Brick Paving Sq. m. 8.60 2 P. C. C. Cu. m. 1.86 Drawing T-20 (i), Seating type T-5 3 Brickwork Cu. m. 0.52 1 Excavation Cu. m. 24.03 4 | Plaster Sq. m 17.2 2 P. C. C. (M 20) Cu. m. 16.59 Drawing T-12, Simple Seating l 3 Brickwork Cu. m. 15.91 1 Excavation Cu. m. 0.55 4 P. C. C. (M 15) Cu. m. 0.30 2 P. C. C. Cu. m. 0.14 5 Earthfilling Cu. m. 10.18 3 Brickwork Cu. m. 0.63 6 Plaster Sq. m. 14.58 4 Plaster Sq. m. 2.22 DrawingT-20 (ii), Seating type T-6 5 Stone slab (25 mm th.) Sq.m. 0.96 1 Excavation Cu. M. 7.36 Drawing T-14, Oil Interceptor 2 P. C. C. (M 20) Cu.m. 2.43 1 Excavation Cu. m. 57.54 3 Brickwork Cu.m. 10.04 2 P. C. C. (1:3:6) Cu. m. 2.05 4 P. C. C. (M 15) Cu.m. 0.55 3 R. C. C. Cu. m. 11.82 5 Earthfilling Cu.m. 5.41 4 M. S. pipe Kg 16 6 Plaster Sq. m. 9.54 S Manholecover (1.3x0.7) No. t Drawing T-21, Seating type T-7 6 Manhole cover No. 1 1 Excavation Cu.m. 12.29 (1.6x0.775) 2 P. C. C. (M 20) Cu. m. 2.84 7 Gravel Cu. m. 1.72 3 Brickwork Cu.m. 10.73 8 Sand Cu. m. 0.99 4 P. C. C. (M 15) Cu. m. 1.14 9 Geosyntheticfabric Sq. m. 1.39 5 Earthfilling . Cu. m. 6.00 Drawing T-15, Planter detail (for 10 sq. m.) 6 Plaster Sq.m. 11.33 1 Excavation Cu.m. 4.66 Drawing T-22, Well Shaft touching ditch . 2 P.C.CC Cu m., 0.75 1 P.C.C.(M15) |Cu.m. 2.49 3 Cement Tiles Sq. m. 10.00 2 P.C. C. (M 20) Cu.m | 0.38 4 t Kerbstone No. 20 3 Brickwork Cu.m. 4.25 5 Earthfilling Cu. m. 4.00 4 Plaster Sq. m. 46.79 Drawing T-16, Gabion Box Structure 5 Earth filling Cu.m. 5.0 1 Random Stone Cu. m. [6.35 6 R. C. C. pipe(0.9 m 0) No. 1 2 NaturalSoil Cu.m. 0.85 DrawingT-23A& T-23B l 3 Wire Meshbox Sq. m. 6.40 1 P.C.C.(MIS) Cu m. 077 Drawing T-17, Silt fencing (unit as per sketch) 2 P. C. C. (M 20) Cu.m. 0.16 1 | Angles (25x25x3 mm) m. 4.43 3 Brickwork Cu. M. 3.03 2 | Geosyntheticfabric Sq.m. j 1.85 4 Plaster Sq. m. 20.70 3 Supporting mesh | Sq. m. 2.00 5 GraveVDebris Cu. m. 5,17 4 Bolts No. 16 6 Ditch tiling (for 10 m) Sq. m. 15.0 5 | Bindingwire | Kg | 0.25 7 | Design Retainingwall No. 1 Drawing T-18 (i), Seating type T-1 DrawingT-24, Rechargingpit for urban drain _ 1 Excavation Cu. m. 20.90 1 Excavation Cu. m. 0 57 2 | P. C. C. (M 20) | Cu.m. | 3.89 2 P. C. C. (M 15) Cu. m. 0.37

3 _ P. C C. (M 15) Cu. m. 2.65 3 Brickwork Cu. m. 1.32 4 Brickwork Cu.m 15.96 4 Plaster | Sq. m. 10.61 5 Earthfilling Cu. m. 10.84 5 Aggregate | Cu. m. 0.57 6 Plaster Sq m. 15.18 6 | Geosyntheticfabric | Sq.m. 7.54 Drawing T-18 (ii), Seating type T-2 Drawing T-25, Washing plafform l 1 Excavation Cu. m. 14.65 1 | Excavation Cu.m. 9.89 2 P. C. C. (M 20) Cu.m. 3.29 2 P.C. C. (M 15) Cu.m. 2.56 3 P. C. C. (M 15) Cu.m. 1.35 3 R. C. C. Cu. m. 2.47 4 Brickwork Cu.m. 13.96 4 | Stone Masonry Cu. m, 7.42

5 _ Plaster Sq. m. 10.54 Drawing T-26, Oil Interceptor for parking areas,etc. 6 | Earthfilling Cu. m. 2.20 1 | Excavationr Cu.M. 0.47 7 Brick paving Sq. m. 8.93 2 | P. C. C. (M 15) Cu m. 0.49 Drawing T-19, Seating type T-3 3 | Brickwork Cu.m. j 0. ,rJ I 46 46 rz EnvironmentalManagement Plan - Package/ C Grand Trunk Road ImprovementProject

No. Item Unit Quantity NSo. Item Unit Quantity 4 Plaster Sq. m. 2.34 2 P. C. C. Cu. m. 0.13 5 Pipe (0.1 mO) m. 0.10 3 Length of railing rh. 10 6 Lid (M. S. - 5 mm th.) No. I Drawing T-31, Canopy Drawing T-27, Typical paving with cement tiles(1O m2i) 1 Excavation Cu. m. 38.88 1 Excavation Cu. m. 0.75 2 P. C. C. Cu. m. 4.62 2 P C. C. Cu. m. 0.75 3 R. C. C. Cu. m. 19.87 3 Tiles Sq. m. 10 4 Flooring Sq. m. 25.0 Drawing T-28, Railing 5 Plaster Sq. m. 20.16 1 Excavation Cu. M. 0.13 6 Steel Kg 700 1.12 ENVIRONMENTALMANAGEMENT- BUDGET The environmentalbudget for the various environmentalmanagement measures proposed in the EMP, is detailedin Table I1. There are severalother environmentalissues that have been addressed as part of good engineeringpractices, the costs for which have been accountedfor in the EngineeringCosts.

I Oa 5th~iatas 47 M E Envomomenin,ital M,111inCP1,r,ll Pi,ii - P'nckave I C Gra,ld Trunk Ro;d Imptoveryien' Project

Table 11 Environmental Budget for Contract Package I C Cost (INR) _ Unit Unit Cost (Rs) | QUANTITY 0 | Total COMPONENT STAGE ITEM Mitigation /I Enhancement costs -oee - nieti- wilt sprinkling of water, covers for 72.825 Costs Air Construction ~~~~~~DustManagementtransporting construction material Km 30,000 Air Construction ivehicles 300 000 No. 3 ,00,000 Operation Facilities/Arrangement for vehicular exhaust monitoring _ Handpumps Relocation/Enhancement of 525.000 25,000 Handpump type 1 No. 2 7,000 Handpump type 2 No. 3,500 3o.00,500- 6- 21,000 Pre-Construction Handpump type 3 measures for welts Pro ctlonlEnhancement 90.000 Well type A No. 'A0n0o Water 2 54,00C Well type B No. 27,000 6 180.00 Well type C No. 30.000 10 74,000 Silt Fencing (20 m long) No. of location 7,400 4.000 No. 2,00 2 - Construction Oil Interceptors at Vehicle parking areas 32,000 10 320,000 Oil Interceptor No. 36 684.00C Recharge pits under Urban Drains No. 19.000 sq. m. . Covered in Engineering costs Construction Turfing/Pitching Soil m. 150 70,833 10,625,000 Operation Redevelopment of Borrow areas sq. 190,120 m. 1.400 135.8 Construction Double Glazing of windows at Sensitive receptors sq. 1267.3 6,336,500 lcarriers for reducing noise levels at sensitive receptor m 6,000 Noise Noise ~~~~~~~~~~locationsand raising of boundary walls Plantation for vegetative screening at sensitive receplors Operation 0.685 43.292 upto a distance of 100m on either side of the structure ha 63,200 withinthe RoW. 300_000 No. 100,000 . 3 -_ Pre-Construction RelocationofTShrines, Temples. etc. Provision for seating, paving and/or enclosure as applicable 83.5 43,420 not specifically enhanced sq. m. 520 Cultural Properties Paving around shrines 1 500 40 6 00 Construction Railing around shrines not specifically enhanced Specific enhancement measures along .1 'C (details for 1_83_8 drawings) total individual sites as per specific 500.00 No 5 000 I Transplantation 6_710_04 Flora m_. 54 124260 Pre-Consiruction Puting up of barbed wire fence along the outer edges of the RoW 75 15244 11143,3 Construction Compensatory plantation ( 2 trees for each felled 5.998.350 species No. 75 79978 (staggeredto follow Landscapingalong the highwayusing specified tree 100059.500 civil works) Tree guardfor treesin the first row @ 12 m c/c N o . 00 37900 1 26,500 MedianPlantation No 35 2 = = 1Z000 Landscapingat T-junctionsalong the highway No. 6,000

L 7 48 EnvYr011ental MatnagerrnenitPlan - Package I C Granid ThinukRoard Inproverrienr Project

COMPONENT STAGE ITEM Unit Unit Cost (Rs) QUANTITY Total Cost (INR) Landscapingat Y-junctionsalong Ihe highway No. 11,500 12 138,000 Landscaping at X-junctions along thehighway No. 12,000 2 24,000 Construction Demarcatingborrow areas clearly using fencing if needed m. 54 as required Coveredin Engineering Miscellaneous informatory signs and others L.S 100.000 _ 100,000 Provisionof an improviseddog-leg arrangement to prevent No. 15,000 1 15,000 quick access on to the National Highway No. 1500I_150 Safety Provisionof crash barriersnear locally important structures m 2,500 40 100,000 Coveredin Engineering Operation Provisionfor Bus-stop No. 225,000 3 Costs Provision of Hoarding/Posters regarding spread of communicablediseases at Constructioncamps & Truck lay No. 1,20,000 2 240,00l bys and Provisionof health checksat constructionsites (A)Mitigation i Enhancement Costs 48,087,885 Monitoringcosts Monitoringnear all hot mix plantlocations approved by the No. of Samples 5,000 3, 8-hr. samplesper day, once every35,00 Construction Engineer I______seasonfor 3 years (=27)1300 Monitoringat constructionsites in tandemwith constructionNo. of Samples 5,000 3 samplesper day, once every month 540,000 AIrMfor .08 3years (. 3 samples per day, once every Operation At sensitivereceptors specified In the monitorlngplan No. of Samples 5,000 alternateyears upto 2006,then every 180,000 thiirdyear until 2015 and thenievery ______5ti1year until 2025 at 6 locations (=36) Construction i) Pond @ km. 364/400(ii) Pond @ km. 390/250(iii) No. of Samples 5,000 Once every year for 3 years at 3 15,000 Handpump i~ km. 353/450 ______locations (-9) ______End of summer before the onset of Water Quality monsoon every alternate year until Operalion (i) Pond @ km. 340 90/250(iii NOof Samples 5,000 2006, then every third year until 2015 90,000 and tIhenevery fifthyear uplo 2025 at 3 locations(=18) .A equipmentyards No. of Samples4,000 As and whennecessary (36 samples) 144,000 l eConstruction As directedby the Engineer No. of Samples4,000 Onceevery four monthsfor 3 years at 252,000 7 locations Noise Once every alternateyear until 2006. Operation (i) School @ km. 336/000(ii) Near Mosquein MuradganjNo fSampe 4,000 then every third year until 2015 and 72000 OPration illage@ km.365/500(iii)In Auraiya @km.3801000 . ampes 4.00hen every 5th year until 2025 at 3

______. ocations (=18) Construction At productiveagricultural lands abutting traffic detoursand No. of Samples 6,000 Max of 5 locatiornsfor each of the 3 90,000 Soil traffic diversions, to be identified by the Engineer .yteaFs Operation At accident/ spill locationsinvolving bulk transportcarrying No, of Samples 6.000 At five locations(assumed) 30,000 hazardous materials Pre-Construction All along the corridor L.S 25,000 ___25,000 FloraAl lctos o copnaoy700 Operation At locationsof compensatoryplantation L.S 25,000per year planttionltor3 years opensaoy 75,000

49 Initation forr3rU 4 9 =G EnvirDnmental Management Plan - Package I C Grand Trunk Road Improvement Project

COMPONENT STAGE ITEM Unit Unit Cost (Rs) QUANTITY | Total Cost(lNR) Training & Mobilisation Costs Training & Construction and Portion of total cost Mobilisation Costs Operation As per modules developed for the GTRIP __L_S of training 30 0000_ Facilities and Construction and 1 monitoring kit for air, water and Equipment Operation As worked out in the logistical support requirement' L.S 200000 noise, 1 Computer with printer 0,0 Erection of hoardings indicating the RoW availability and Advocacy and policy legal charges for encroachment making for prevention Operation Holding meetings for policy planning and subsequent 6 meetings in the first three years and of Ribbon review meetings with all stakeholders like the Revenue development Department, local elected representatives, town-planning No. 5,000 subsequent review meetings every 150,000 authorities, NHAI, local NGOs, etc. year (=30) (B) Monitoring and Training Costs 2,446,000 Total Costs (A+B) 50,533,885 Contingency @ 5% 2,526,694 TOTAL BUDGETED COSTS 53,100,000 Note 1: The provision for vehicle for monitoring will be made from contingency fund for the EMP implementation

50 'E EnvironmentalManagement Plan - Package I C Grand Trunk Road 'mprovementProject

1.13 SPECIFICATIONSFOR ENVIRONMENTALENHANCEMENT WORKS

1.13.1 JUNGLE CLEARANCE Jungle clearanceshall comprise uprootingof rank vegetation,grass, brushwood,shrubs, stumps, trees and saplings of girth upto 30 cm measuredat a heightof one metre above the ground level. Where only clearanceof grass is involved it shall be measuredand paid for separately. Uprooting of vegetation The roots of trees and saplings shall be removed to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. All holes or hollows formed due to removal of roots shall be filled up with earth rammedand levelled. Trees, shrubs, poles, fences, signs, monuments,pipe lines, cable etc. within or adjacent to the area which are not required to be disturbed during jungle clearance shall be properly protected by the contractor at his own cost and nothing extra shall be payable. Stacking and disposal All useful materials obtained from clearing and grubbing operation shall be stacked in the manner as directed by the Engineer. Trunks and branchesof trees shall be cleared of limbs and tops and stacked neatly at places indicated by the Engineer-in-Charge.The materials shall be the property of the Government. All unserviceable materials, which in the opinion of the Engineer cannot be used or auctioned, shall be removed up to a distance of 50 m outside the periphery of the area under clearance. It shall be ensured by the contractor that unserviceablematerials are disposedoff in such a manner that there is on likelihoodof gettingmixed up with the materialsmeant for construction.

1.13.2 FELLINGTREES Felling: While clearing jungle, growth trees above 30 cm girth (measured at a height of one metre above ground level) to be cut, shall be approved by the Engineer-in-Chargeand then marked at site. Felling trees shall include taking out roots up to 60 cm below ground level or 30 cm below formation level or 15 cm below sub-grade level, whichever is lower. All excavations below general ground level arising out of the removal of trees, stumps etc. shall be filled with suitable material in 20 cm layers and compacted thoroughly so that the surface at these points conform to the surroundingarea. The trunks and branchesof trees shall be cleared of limbs and tops and cut into suitable pieces as directed by the Engineer-in-Charge. Stacking and Disposal:Wood, branches,twigs of trees and other useful material shall be the property of the Government. The serviceable materials shall be stacked in the manner as directed by the Engineer-in-Chargeup to a lead of 50 m. All unserviceablematerial, which in the opinion of Engineer- in-Charge cannot be used or auctioned shall be removed from the area and disposed off as per the directions of the Engineer-in-Charge.Care shall be taken to see that unsuitable waste materials are disposed off in such a manner that there is no likelihood of these getting mixed up with the materials meant for construction.

1.13.3 EARTHWORK Excavation in all kinds of soil All Excavation operation shall include excavation and getting out the excavation materials. In case of excavation for trenches 'getting out' shall include throwing the excavated materials at a distance of at least one meter or half the depth of excavation,whichever is clearer off the edge of excavation. During the excavation the natural drainage of the area shall be maintained. Excavation shall be done from top to bottom. Under miningor under cutting shall not be done.

51 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

The excavation shall be done true to levels, slope shape & pattern indicatedby the engineer in change.

1.13.4 FILLING

Lumps & clods exceeding 8 cm in any direction shall be broken. Each layer shall be watered and - consolidatedwith steel rammer or 1/2 tone roller. Where specified every third & top most layer shall also be consolidatedwith power roller of minimum8 tones. The Top & sides.of the filling shall be neatly raised. The contractor shall make good all subsidence & shrinkage in each filling embankments traversesetc. during execution and fill the completionof works.

1.13.5 DAMP PROOF COURSE Cement Concrete Layer This shall consist of cement concrete of specified proportionsand thickness. The surface of brick or stone masonrywork shall be levelled and preparedbefore laying the cement concrete. Edge of damp proof course shall be straight, even and vertical. Side shuttering shall consist of steel forms and shall be strong and properly fixed so that it does not get disturbed during compaction and the mortar does not leak through. The concrete mix shall be of workableconsistency and shall be tamped thoroughlyto make a dense mass. When the sides are removed, the surface should come out smooth without honeycombing.Continuity shall be maintained while laying the cement concrete layer and laying shall be terminatedonly at the predeterminedlocation where damp proof course is to be discontinued.There shall be no constructionjoint in the Damp Proof Course. Curing Damp proof course shall be cured for at least seven days, after which it shall be allowed to dry. Application of Hot Bitumen Where so directed, hot bitumen in specified quantity shall be applied over the dried up surface of cement concrete, properlycleaned with brushes and finally with a piece of cloth soaked in keroseneoil. Bitumen of penetrationA 90 or equivalent where used shall be heated to a temperature of 1600+ 50C. The hot bitumen shall be applied uniformlyall over, so that no blank spaces are left anywhere. It will be paid for separately. Water Proofing Materials Where so specified, waterproofingmaterial of approvedquality shall be added to the concrete mixture in accordance with the manufacture'sspecifications stating the quantity of water proofing material in litres or kg per 50 kg or cement and will be paid for separately.

1.13.6 BRICKS WORK Bricks Used in the Masonry may be of the following type Common burnt clay bricks: Shall be hand moulded or machine moulded. They shall be free from nodulesof free lime, visible cracks, flaws warpage and organic matter, have a frog 100 mm in length 40 mm in width and 10 mm to 20mm deep on one of its flat sides. Bricks made by extrusion process and brick tiles may not be providedwith frogs. Each brick shall be marked (in the frog where provided)with the manufacturer'sidentification mark or initials. Dimensions:Brick sizes will as per standard engineeringpractices followed in the states of UP & Bihar. The bricks shall have smooth rectangularfaces with sharp corner and shall be uniform in colour and emit clear ringingsound when struck. Water absorption:The average water absorption of bricks when tested shall be not more than 20% by weight.

52 EnvironmentalManagement Plan - Package/ C Grand Trunk Road ImprovementProject

Efflorescence: The rating of efflorescenceof brickswhen tested shall be not more than moderate. Brick Work Classification:The brickworkshall be classifiedaccording to the class designationof bricks used. Mortar: The mortar for the brickworkshall be as specified, and conform to accepted standards. Lime shall not be used where reinforcementis providedin brickwork. Soaking of Bricks: Bricks shall be soaked in water before use for period for the water to just penetrate the whole depth of the bricks. Alternativelybricks may be adequately soaked in stacks by profusely sprayingwith clean water at regularintervals for a period not less than six hours. The bricks requiredfor masonry work using mud mortar shall not be soaked. When the bricks are soaked they shall be removed from the tank sufficiently early so that at the time of laying they are skin-dry. Such soaked bricks shall be stacked on a clean place where they are not again spoiled by dirt, earth etc. Laying Bricks shall be laid in English Bond unless otherwise specified. For brick work in half brick wall, bricks shall be laid in stretcher bond. Half or cut bricksshall not be used except as closer where necessaryto complete the bond. Closer in such cases, shall be cut to the required size and used near the ends of the wall. Header bond shall be used preferably in all courses in curved plan for ensuring better alignment. All loose materials, dirt and set lumps of mortar which may be lying over the surface on which brick work is to be freshly started, shall be removedwith a wire brushand surface wetted. Bricks shall be laid on a full bed of mortar, when laying, each brick shall, be properly beddedand set in position by gently pressing with the handleof a trowel. It insideface shall be butteredwith mortar before the next brick is laid and pressed against it. Joints shall be fully filled and packed with mortar such that no hollow spaces are left insidethe joints. The boundary or separator walls shall be taken up truly in plumb or true to the required batter where specified. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. Vertical joints in the alternate course shall come directly one over the other. Quoin, Jambs and other angles shall be properly plumbed as the work proceeds. Care shall be taken to keep the perpends properly alignedwithin following maximumpermissible tolerances. Deviationfrom vertical shall not exceed 6 mm per 3 m height. Deviationfrom position shown on plan of any brickworkshall not exceed 12.5 mm. A set of tools comprising of wooden straight edge, Masonic spirit levels, square, 1-meter rule line and plumb shall be kept on the site of work for every 3 masons for proper check during the progress of work. All quoins shall be accurately constructed and the height of brick courses shall be kept uniform. This will be checked using graduatedwooden straight edge or storey rod indicating height of each course includingthickness of joints. The brickworkshall be built in uniform layers. Parts of wall left at different levels shall be raked back at an angle of 45 degrees or less with the horizontal.Toothing shall not be permitted as an alternative to raking back. For half brick partition to be keyed into main walls, indentsshall be left in the main walls. Where bricks cannot be cut to the requiredshape to form cut (maru) corners, cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) equal to thickness of course shall be providedin lieu of cut bricks.

3pa AssndnL 53 EnvironmentalManagement Plan - PackageI C Grand Trunk RoadImprovement Project

Bricks shall be laid with frog (where provided) up. However,when top course is exposed,brick shall be laid with frog down. For the bricks to be laid with frog down, the frog shall be filled with mortar before placing the brick in position. In case 6f walls one brick thick and under, one face shall be kept even and in proper plane, while the other face may be slightly rough. In retaining walls and the like, where water is likely to accumulate, weep holes, 50 to 75 mm square shall be provided at 2 m vertically and horizontallyunless otherwise specified. The lowest weep hole shall be at about 30 cm above the ground level. All weep holes shall be surrounded by loose stones and shall have sufficient fall to drain out the water quickly. Joints The thickness of all types of joints including brick wall joints and cross joints shall be such that four course and three joints taken consecutivelyshall measure 30 cm for bricks of standard sizes as per local availability. Note: Specifiedthickness of joints shall be of 1 cm deviationfrom the specified thickness of all joints shall not exceed one-fifthof specifiedthickness. Finishing of Joints The face of brick work may be finished flush or by pointing, In flush finishingeither the face joints of the mortar shall be worked out while still green to give a finished surface flush with the face of the brick work or the joints shall be squarely raked out to a depth of 1 cm while the mortar is still green for subsequentlyplastering. The faces of brickwork shall be cleanedwith wire brush so as to remove any splashes of mortar during the course of raising the brickwork. In pointing, the joints shall be squarely raked out to a depth of 1.5 cm while the mortar is still green and raked joints shall be brushed to remove dust and loose particles and well wetted, and shall be later refilled with mortar to give ruled finish. Somesuch finishes are 'flush', 'weathered',ruled, etc. Curing The brickwork shall be constantly kept moist on all faces for a minimum period of seven days. Brickwork done during the day shall be suitably marked indicatingthe date on which the work is done so as to keep a watch on the curing period. Scaffolding Scaffolding shall be strong to withstand all dead, live and impact loads, which are likely to come on them. Scaffoldingshall be providedto allow easy approach to every part of the work. Single Scaffolding Where plastering has been indicated for brickwork, single scaffolding may be provided, unless otherwise specified. In single scaffolding,one end of the put-logs/poleshall rest in the hole provided in the header course of brick masonry. Not more than one header for each put-log/pole shall be left out. Such holes shall not be allowed in the case of pillars, brick work less than one metre in length between the openings or near the skewbacks of arches or immediately under or near the structural member supported by the walls. The holes for put-logs/ poles shall be made good with brickwork and wall finishing as specified. Double Scaffolding Double Scaffolding having two independentsupports, clear of the work, shall be provided for exposed brickwork.

54 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

1.13.7 CONCRETEWORK The concrete shall be designedin grades denotingcharacteristic compressive strength or by volumetric proportionof the nominalmix concreteof the constituents. Material Water, cement, lime, fine aggregateor sand, surkhi, cinder and fly ash shall be as specified. Coarse Aggregate General: Most of the coarse aggregate shall be retained on 4.75 mm IS Sieve and shall contains only as much fine material as is permitted in IS 383 for various sizes and grading. Coarse aggregate shall be stone aggregatedand it shall be obtainedfrom approvediauthorisedsources. Stone Aggregate: It shall consist of naturally occurring (uncrushed,crushed or broken) stones. It shall be hard, strong, dense, durable and clean. It shall be free from veins, adherent coatings, injurious amounts of disintegratedpieces, alkali, vegetable matter and other deleterious substances. It shall be roughly cubical in shape. Flaky and elongated pieces shall be avoided. It shall conform to IS: 383 unless otherwisespecified. DeleteriousMaterial: Coarse aggregateshall not contain any deleterious material,such as pyrites,coal, lignite, mica, shale or similar laminated material, clay, alkali, soft fragments, seashells and organic impurities in such quantity-as-toaffect the strengthor durabilityof the concrete.Coarse aggregateto be used for reinforcedcement concrete.Coarse aggregateto be used for reinforced cement concrete shall not contain any material liable to attack the steel reinforcement. Aggregates, which are chemically reactivewith alkalis of cement, shall not be used. The maximum quantity of deleterious material shall not be more than five per cent of the weight of coarse aggregatewhen determinedin accordancewith IS: 2386 Part II. Size and Grading (i) Stone aggregate: It shall be gradedas specified.Nominal size and grading shall be as under: - Nominal sizes of graded stone aggregateor gravel shall be 40 or 12.5mmas specified. For any one of the nominalsizes, the proportionof other sizes shall be in accordancewith Table 12.

Table 12 Graded Stone Aggregate IS Sieve Percentagepassing (by weight) for nominalsize of Designation 40 mm 20 mm 16 mm 12.5 mm 75 mm 100 - - 37.5 mm 95 to 100 100 - - 19 mm 30 to 70 95 to 100 100 100 16 mm - - 90 to 100 - 11.2 mm - - 90 to 100 9-5 mm 10 to 35 25 to 55 30 to 70 40 to 85 4.75mm Oto5 Oto10 Oto10 Oto10 2-36 mm - - -

Stacking:Aggregate shall be stacked on a hard, dry and level patch of ground. When stock piling, the aggregate shall not form pyramids resulting in segregation of different sized materials. It shall be stacked separately according to nominalsize of coarse aggregates. Stacking shall be done in regular stacks, of height not exceeding 100 cm. Fine Aggregate Most of the fine aggregate shall pass through 4.75 mm IS sieve. Fine aggregateshall consist of natural sand, crushed stone sand or crushed gravel sand stone dust or marbledust, conformingto IS: 2686. It

La Issmne4tes 55 EnvironmentalManagement Plan - Package I C Grand Trunk Road Improvement Project shall be hard, durable,chemically inert, clean and free from adherentcoatings, organic matter etc. and shall not contain any appreciableamount of clay balls or pellets and harmful impurities e.g. iron pyrites, alkalis, salts, coal, mica, shale or similar laminated materials in such form or in such quantities as to cause corrosion of metal or affect adversely the hardening, the strength, the. durability or the appearanceof mortar, plaster or concrete. The sum of the percentagesof all deleterious material shall not exceed 5%. Fine aggregate must be checked for organic impurities such as decayed vegetation humps, coal dust etc. Silt Content: The maximumquantity of silt in sand shall not exceed 8%. Fine aggregatecontaining more than allowablepercentage of silt shall be washed so as to bring the silt content within allowable limits. Grading: On the basis of particle size, fine aggregate is graded into four zones. The grading shall be within the limits given in Table 13 below. Where the grading falls outside the limits of any particular gradingzone of sieves, other then 600 micron IS sieve, by a total amount not exceeding 5 per cent, it shall be regarded as falling within that.gradingzone as per IS: 326.

Table 13 Gradingof Fine Aggregate

IS Sieve Percentagepassing for Grading Zone I Grading Zone II Grading Zone III Grading Zone IV 9.50 mm 100 100 100 100 4.75 mm 90-100 90-100 90-100 95-100 2.36 mm 60-95 75-100 85-100 95-100 1.18 mm 30-70 55-90 75-100 90-100 600 microns 15-34 35-59 60-79 80-100 300 microns 5-20 . 8-30 12-40 15-50 150 microns 0-10 0-10 0-10 0-15 Type and grading of fine aggregate to be used shall be specified. It shall be coarse sand, fine sand, stone dust or marble dust, fly ash and surkhi. Use of sea sand shall not be allowed, unless otherwise specified. Coarse sand shall be either river sand or pit sand or a combinationof the two. Badarpursand available in Delhi generally falls in category of pit sand. It shall be clean, sharp, angular, and gritty to touch and composedof hard siliceous material. Fine sand shall be either river sand or pit sand or a combinationof the two. Its grading shall fall within the limits of Grading Zone IV of Table 13. As a guideline,fine sand conformingto grading Zone IV can be generally obtained in Delhi by mixing one part of Badarpursand and two parts of Jamuna Sand (by volume). Stone dust shall be obtained by crushing hard stones or gravel. Sand for Masonry Mortar and for Plaster Sand shall consist of natural sand, crushed stone sand or crushed gravel sand or a combination of any of these. Sand shall be hard, durable,clean and free from adherent coatings and organic matter and shall not contain the amount of clay, silt and fine dust more than specified as under. DeleteriousMaterial: Sand shall not contain any harmful impurities such as iron, pyrites, alkalis, salts, coal or other organic impurities, mica, shale or similar laminated materials, soft fragments, sea shale in such form or in such quantities as to affect adverselythe hardening,strength or durabilityof the mortar. Grading of sand for use in masonrymortar shall be conforming to IS: 2116 (Table 14). Grading of sand for use in Plastershall be conformingto IS: 1542 (Table 15).

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Table 14 Gradingof sand for use in masonrymortar as per IS: 2116 IS Sieve Designation Percentagepassing by mass 4.75mm 100 2.36 mm 90 to 100 1.18 mm 70 to 100 600 micron 40 to 100 300 micron 5 to 70 150 micron 0 to 15

Note: For crushed stone sands, the permissiblelimit on 150 micron IS Sieve is increased to 20%. This does not affect the 5% allowanceIS-2386.

Table 15 Gradingof Sand for use in Plasteras per IS: 1542 IS Sieve Designation Percentagepassing 10mm 100 4.75 mm 95 to,100 2.36 mm 95 to 100 1.18 mm 90 to 100 600 .nicron 80 to 100 300 micron 20 to 65 150 micron 0 to50 Admixtures When required, admixtures of approved quality shall be mixed with concrete, as specified. The admixturesshall conformto IS: 9103. Bulking Fine aggregate,when dry or saturated, has almost the same volume but dampness causes increase in volume. In case fine aggregate is damp at the time of proportioningthe ingredients for mortar or concrete, its quantityshall be increasedsuitably to allow for bulkage. Stacking Fine aggregateshall be so stacked as to prevent dust and foreign matter getting mixed up with it as far as practicallypossible. Steel for reinforcement The steel used for reinforcementshall be any of the following types: Mild steel and mediumtensile bars conformingto IS: 432 (Part I) Hard drawn steel wire conformingto IS: 432 (Part II) Types and Grades Reinforcementsupplied in accordancewith this standard shall be classified into the following types: Mild steel bars: It shall be supplied in the following two grades Mild steel bars grade I designated as Fe 410-S. Mild steel bars grade 11designated as Fe 410-0. Medium tensile steel bars, grade If designated as Fe 540-W-HT. Mild steel and Mediumtensile steel.

Table 16 ElongationPercentage of Mild steel bars IL Ultimate tensile Yield stress NJ Elongation No. Type and nominal size of bar stress Nlmm2 mm2 minimum percent minimum minimum 1 Mild steel grade 1,For bars up to and 410 250 23 including20 mm. 2. Mild steel grade 11,For bars up to and 370 225 23 I A Aetwiatos 57 ZZE>7c7 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Si. Ultimate tensile Yield stress NJ Elongation No. Type and nominal size of bar stress Nlmm2 mm2 minimum percent minimum minimum including20 mm 3 Mediumtensile steel, For bars up to & 540 350 20 including 16 mm Elongationpercent on gauge length 5.65 so where so is the cross sectional area of the test piece is shown in Table 16. High strength deformed bars & wires shall conform to IS: 1786. The physical propertiesfor all sizes of steel bars are mentionedTable 17.

Table 17 PhysicalProperties of Mild steel bars No, Property -Grade No. Property Fe 415 Fe 500 Fe 550 1. 0.2% proof stress/ yield stress, min. N/mm2 415 500 550

Elongation,percent min. on gauge length 2. 5.65 A, Where A is the X-SectionalArea of 14.5 12 8 the test piece.

8% more than 10% more than actual0.2% 6% more than actual0.2% proof proof stress 3.Tensile strength stress but not less but not less . stress but not

than 465 N/mm2 than 545 N/ l h2 mm2 m

Stacking and storage: Steel for reinforcementshall be stored in such a way as to prevent distorting and corrosion. Bars of different classifications,sizes and lengths shall be stored separatelyto facilitate issue in such sizes and lengthsto cause minimumwastage in cutting from standard length.

1.13.8 FORM WORK (CENTRING& SHUTTERING) Form work: Formwork shall include all temporary or permanentforms or moulds required for forming the concrete, which is cast-in-situ,together with all temporaryconstruction requiredfor their support. Design & Tolerance in Construction Formwork shall be designed and constructed to the shapes, lines and dimensions shown on the drawingswith the tolerancesgiven in Table 18.

Table 18 Tolerancesfor Formwork Deviationfrom specified dimensionsof cross section of +12 mm columns and beams Deviationfrom dimensionsof footings +12 mm Dimension in Plan +50 mm Eccentricityin plan 0.02 times the width of the footings inthe directionof deviation but not more than 50 mm. Thickness +0.05times the specified thickness. (Note -Tolerance appliesto concretedimensions only, and not to positioningof vertical steel or dowels.) General Requirement It shall be strong enough to withstand the dead and live loads and forces caused by ramming and vibrations of concrete and other incidental loads, imposed upon it during and after casting of concrete. It shall be made sufficiently rigid by using adequate number of ties and braces, Screw jacks or hard board wedges where required shall be provided to make up any settlement in the form work either before or during the placing of concrete.

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Forms shall be so constructed as to be removable in sections in the desired sequence, without damaging the surface of concrete or disturbing other sections. Care shall be taken to see that no piece is keyed into the concrete.

Material for Form Work Propping and Centring

All propping and centring should be either of steel tubes with extension pieces or built up sections of rolled steel. Centring/Staging Staging should be as designed with required extension pieces as approved by Engineer-in-Charge to ensure proper slopes, as per design for slabs/ beams etc. and as per levels as shown in drawings. All the staging to be either to Tubular steel structure with adequate bracings as approved or made of built up structural sections made from rolled structural steel sections. Shuttering Shuttering used shall be of sufficient stiffness to avoid excessive deflection and joints shall be tightly butted to avoid leakage of slurry. If required, rubberised lining of material as approved by the Engineer- in-Charge shall be provided in the joints.

Steel shuttering used for concreting should be sufficiently stiffened. The steel shuttering should also be properly repaired before use and properly cleaned to avoid stains, honey combing, seepage of slurry through joints etc.

Form work shall be properly designed for self weight, weight of reinforcement, weight of fresh concrete, and in addition, the various live loads likely to be imposed during the construction process (such as workmen, materials and equipment).

Camber

Suitable camber shall be provided in horizontal members of structure, especially in cantilever spans to counteract the effect of deflection. The formwork shall be so assembled as to provide for camber. The camber for beams and slabs shall be 4 mm per metre (1 to 250) or as directed by the Engineer-in-

Charge, so as to offset the subsequent deflection. For cantilevers the camber at free end shall be 1/50th of the projected length or as directed by the Engineer-in-Charge.

Formwork for Concrete Walls

The form faces have to be kept at fixed distance apart and an arrangement of wall ties with spacer tubes or bolts is considered best.

Removal of Form work (Stripping time)

In normal circumstances and where ordinary Portland cement is used, forms may generally be removed after the expiry of the following Table 19.

Table 19 Stripping time for form work Walls, columns and vertical faces of all structural 24 to 48 hours as may be decided by the a) members Engineer-in-Charge

Slab b) Slab 7 days i) Spanning upto 4.50 M

Beams c) 14 days i) Spanning upto 6 M Note 1: For other types of cement, the strippingtime recommendedfor ordinary Portland cement may be suitably modified. Note 2 The number of props left under, their sizes and disposition shall be such as to be able to safely carry the full dead load of the slabs, beam or arch as the case may be together with any live load likely to occur during curing or further construction. Lp.andt 59 EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

Note3: For rapidhardening cement, 3n7 of aboveperiods will be sufficientin all casesexcept for verticalside of slabs, beams and columns,which shouldbe retainedfor at least 24 hours. Note 4: In case of cantileverslabs and beams,the centring shall remain till structures for counter acting or bearing down have been erected and have attainedsufficient strength. Note 5: Proper precautions should be taken to allow for the decyeasein the rate of hardening that occurs with all types of cement in cold weather and accordinglystripping time shall be increased. Note 6: Work damagedthrough prematureor careless removal of forms shall be reconstructed- Oiling the Surface Shutteringgives much longer service life in the surfaces are coated with suitable mould oil, which acts both as a perting agent and also gives surface protections. A typical mould oil is heavy mineral oil or purified cylinder oil containing not less than 5 % pentachlorophenolconforming to IS: 716 well mixed to a viscosity of 70-80 centipoise. After 3-4 uses and also in cases when shuttering has beenstored for a long time, it should be recoated with mouldoil before the next use. The design of formworkshall conformto sound Engineeringpractices and relevant IS codes. Inspection of Form Work The completed formwork shall be inspected and approved by the Engineer-in-Chargebefore the reinforcementbars are placed in position. Proper form work should be adopted for concreting so as to avoid honey combing, blow holes, grout loss, stains or discolouration of concrete etc. proper and accurate alignment and profile of finished concrete surface will be ensured by proper designingand erection of form work which will be approved by Engineer-in-Charge. Shutteringsurface before concretingshould be free from any defectl deposits and fully cleanedso as to give perfectly straight smooth concrete surface.Shuttering surface should be therefore checkedfor any damageto its surface and excessive roughnessbefore use. Erectionof Form Work (centring and shuttering) Followingpoints shall be borne in mind while checkingduring erection. Any member that is to remain in position after the general dismantling is done, should be clearly marked. Materialused should be checked to ensure that, wrong items/ rejects are not used If there are any excavations nearby which may influence the safety of formworks, corrective and strengtheningaction must be taken. The bearing soil must be sound and well preparedand the sole plates shall bear well on the ground. Sole plates shall be properly seatedon their bearing pads or sleepers. The bearing plates of steel props shall not be distorted. The steel parts on the bearing membersshall have adequate bearingareas. Safety measures to prevent impact of traffic, scour due to water etc. should be taken. Adequate precautionarymeasures shall be taken to prevent accidentalimpacts etc. Bracing, struts and ties shall be installed along with the progress of formwork to ensure strength and stability of formwork at intermediate stage. Steel sections (especially deep sections) shall be adequately restrained against tilting, over turning and formwork should be restrainedagainst horizontal loads. All the securingdevices and bracingshall be tightened. The stacked materials shall be placed as catered for, in the design. When adjustablesteel props are used, they should: * sDLJc 60 AGtpriates 60 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Be undamagedand not visibly bent. Have the steel pins provided by the manufacturersfor use. Be restrainedlaterally near each end. Have meansfor centralising beamsplaced in the fork heads. Screw-adjustmentof adjustableprops shall not be over extended. Double wedges shall be provided for adjustment of the form to the required position whenever any settlement/ elastic shorteningof props occurs.Wedges should be used only at the bottom end of single prop. Wedges should not be too steep and one of the pair should be tightened/ clamped down after adjustmentto prevent their shifting. No member shall be eccentricupon vertical member. The number of nuts and bolts shall be adequate. All provisionsof the design and/ or drawingsshall be compliedwith. Cantileversupports shall be adequate. Props shall directly under one another in multistageconstructions as far as possible. Guy ropes or stay shall be tensionedproperly. There shall be adequate provisionfor the movementand operation of vibrators and other construction plant and equipment. Requiredcamber shall be providedover long spans. Supportsshall be adequate, and in plumbwithin the specifiedtolerances. General The formwork shall include the following: Splayed edges, notching, allowance for overlaps and passing at angles, sheathing battens, strutting, bolting, nailing, wedging,easing, striking and removal. All supports,struts, braces, wedges as well as mudsills,piles or other suitable arrangementsto support the formwork. Bolts, wire ties, clamps, spreaders,nails or any other items to hold the sheathing together. Working scaffolds, ladders, gangways,and similar items Filletingto form stop chamferededges of splayedexternal angles not exceeding20 mm wide to beams, columnsand the like. Where required,the temporary openings providedin the forms for pouring concrete, inserting vibrators, and cleaningholes for rernovingrubbish from the interior of the sheathingbefore pouringconcrete.

1.13.9 REINFORCEMENT General requirements Steel conforming for reinforcementshall be clear and free from loose mud, scales, dust, loose rust, coats of paints, oil or other coatings which may destroy or reduce bond. It shall be stored in such a way as to avoid distortion and to prevent deteriorationand corrosion. Prior to assemblyof reinforcementon no accountany oily substanceshall be used for removingthe rust.

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Assemblyof Reinforcement Bars shall be bent correctly and accuratelyto the size and shape as shown in the detailed drawingsor as directed by Engineer-in-Charge.Preferably bars of full length shall be used. Necessary cutting and straighteningis also included.Over lappingof bars, where necessary shall be done as directed by the Engineer-in-Charge.The overlappingbars shall not touch each other and these shall be kept apart with concrete between them by 25 mm or 11/4 times the maximumsize of the coarse aggregatewhichever is greater. But where this is not possible, the overlapping bars shall be bound together at intervals not exceeding twice the dia. Of such bars with two strands annealed steel wire of 0.90 mm to 1.6 mm twisted tight. The overlaps/ splices shall be staggered as per directions of the Engineer-in-Charge.But in no case the over lapping shall be providedin more than 50% of cross sectional area at one section. Bends and Hooks Forming End Anchorages Reinforcementshall be bent and fixed in accordance with procedure specified in IS: 2502, code of practicefor bending and fixing of bars for concretereinforcement. U - Type Hook In case of mild steel plain bars standard U type hook shall be provided by bending ends of rod into semicircularhooks having clear diameter equal to four times the diameter of the bar. Bends Bend forming anchorageto a M.S. plain bar shall be bent with an internal radius equal to two times the diameter of the bar with a minimumlength beyondthe bend equal to four times the diameter of the bar Anchoring Bars in Tension Deformed bars may be used without end anchorages,provided, development length requirement is satisfied. Hooks should normally be providedfor plain bars in tension. Developmentlength of bars will be determinedas per clause 25.2.1 of IS: 456. Anchoring Bars in Compression The anchoragelength of straight bar in compressionshall be equal to the developmentlength of bars in compressionas specified in clause 25.2.1 of IS: 456. The projectedlength of hooks, bends and straight lengths beyond bend, if providedfor a bar in compression,shall be considered for developmentlength. Binder, stirrups, links and the like: In case of binders,stirrups, links etc. the straight portion beyond the curve at the end shall be not less than eight times and nominalsize of bar. Placing in Position Fabricatedreinforcement bars shall be placed in position as shown in the drawings or as directed by the Engineer-in-Charge.The bars crossing one another shall be tied together at every intersectionwith two strands of annealed steel wire 0.9 to 1.6 mm thickness twisted tight to make the skeleton of the steel work rigid so that the reinforcementdoes not get displacedduring deposition of concrete. The bars shall be kept in correct position.

1.13.10 PAVING Brick Paving Bricks Bricks of specified dimensions and designations shall be used. These shall conform to the specificationsdescribed in above sections. Broken bricks shall not be used in paving except for closing the line. The bricks shall be laid on edge.

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Mortar The mortarused shall be as specified(in caseof dry bricks flooringfine sand shall be filled in the joints). Base Concrete 1. Flooringshall be laidon PCCbase concrete laid to sloperanging from 1:36to 1:48as decided by the Engineer. 2. The flooringshall commence within 48 hoursof the layingof base,failing which; the surfaceof base shallbe roughenedwith steelwire brushes without disturbing the concrete.Before laying the flooringthe basedshall be wettedand smearedwith a coat of cementslurry at 2 kg of cementspread over an areaof one metersquare, so as to get a goodbond between sub-grade andflooring. Soaking of Bricks Bricksrequired for flooringshall be adequatelysoaked in stacksbefore use, by profuselyspraying with clean water at regularintervals for a periodof not less than six hours as to keep them wet to the satisfactionof the Engineer. Laying The bricks shall be laid on the edge in plain, diagonal herring bone bond, or other pattern as specified in the architecturaldrawings. Bricks shall be laid on edge on 12 mm thick mortar bed and each brick shall be properly bedded and set home by gentle tapping with trowel handle or wooden mallet. Its inside face shall be buttered with mortar, before the next brick is laid and pressed against it. On completionof a portion of flooring, the verticaljoints shall be fully filled from the top with mortar. The surface of the flooring during laying, shall be frequently checked with a straight edge at least 2 m long, so as to obtain a true plainsurface with the required slope. Joints Bricks shall be so laid that all joints are full of mortar. The thickness of joints shall not exceed 1.0 cm for brickworkwith bricks of any class designation.The joints shall be struck flush and finished at the time laying. The face of brickworkshall be cleanedon the same day on which brickwork is laid and all mortar droppingsremoved promptly. Curing Brickworkshall be protected from rain by suitable covering when the mortar is green. Masonry work in cement mortar shall be kept constantly moist on all faces for a minimum period of seven days. Brickworkcarried out during the day shall be suitably marked indicatingthe date on which the work is done so as to keep a watch on the curing period. Precast Concrete Tiles for Paving The grade of concrete shall be used as mentioned in architecturaldrawing. Thicknessof slab shall be as mentioned in drawing. It must be of actual shape as per drawing. The top of the tiles must be of smooth finished. Laying The earth shall be rammed and watered to get the earth well compacted.The engineer shall check the compaction of soil. Bed PCC has to be laid as mentioned in drawing with correct depth and grade. Cementslurry @2kg/M2 has to be spread over the concrete to fix the tile. The tile shall be laid within the initial setting time after the laying of PCC. The top of the tile shall be true in slope as mention in drawing.The joints between the two adjacent tiles shall be as mentionedin enhancementdrawing.

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Curing The tiles must be inserted in water after 24 hours of casting and cured in the same manner for at least 7 days, only thereafter used at site, The curing of the paving must be start a day after the layingof tiles and it shall be done up to 7 days.

1.13.11 CEMENT PLASTERING All cement plaster shall be 12 mm, thick for brick surfaces and 6mm thick for concrete surfaces unless otherwise stated.

Scaffolding and preparation of surfaced shall be as specified.

Mortar

The mortar of the specified mix using the type of sand described in the item shall be as specified in drawings for external work and under coat work, the fine aggregate shall conform to grading IV. For finishing coast work the fine aggregate conforming to grading zone V shall be used.

Application: The specifications as in drawings shall apply except in the following respects:

Beating with thin bamboo strips shall not be done on the cement plaster, and

Further the plastering and finishing shall be completed within half an hour of adding water to the dry mortar.

Thickness: Where the thickness required as per description of the item is 20 mm the average thickness of the plaster shall not be less than 12 mm whether the wall treated is of brick.

Curing

Curing shall be started as soon as the plaster has hardened sufficiently not to be damaged when watered.

The plaster shall be kept wet for a period of at least 7 days. During this period, it shall be suitably protected from all damages at the contractor's expense by such means as the Engineer-in charge may approve. The dates on which the plastering is done shall be legible marked on the various sections plastered so that curing for the specified period thereafter can be watched.

Cement Plaster with a Floating Coat of Neat Cement

The cement plaster shall be 12, 15 or 20 mm thick, finished with a floating coat of neat cement, as described in the item.

Specifications for this item of work shall be same as described in plastering item except for the additional floating coat, which shall be carried out as below.

When the plaster has been brought to a true surface with the wooden straight edge it shall be uniformly treated over its entire area with a paste of neat cement and rubbed smooth, so that the whole surface is covered with neat cement coating. The quantity of cement applied for floating coat shall be 1 kg per m2. Smooth finishing shall be completed with trowel immediately and in no case later than half an hour of adding water to the plaster mix. The rest of the specifications described in plastering item shall apply.

6mm Cement Plaster on Cement Concrete and Reinforced Cement Concrete Work Scaffolding Stage scaffolding shall be provided for the work. This shall be independent of the walls. Preparation of Surface Projecting burrs of mortar formed due to the gaps at joints in shuttering shall be removed. The surface shall be scrubbed clean with wire brushes. In addition concrete surfaces to be plastered shall be pock marked with a pointed tool, at spacing of not more than 5 cm. Centres, the pock being made n I aA ifs 64 `7 EnvironmentalManagement Plan - Package / C Grand Trunk Road ImprovementProject than 3mm deep. This is to ensure a proper key for the plaster. The mortar shall be washed off and surface, cleanedof all oil, grease etc. and well wetted before the plaster is applied. Mortars Mortar of the specified mix using the types of sand described in the item shall be used. It shall be as specified in above section. Application To ensure even thickness and a true surface, gauges of plaster 15x15cm. shall be first applied at not more than 1.5m intervals in both directions to serve as guides for the plastering. Surface of these gaugedareas shall be truly in the plane of the finished plaster surface.The plaster shall be then applied in a uniform surface to a thickness slightly more than the specifiedthickness and shall then be brought to true and even surface by working a wooden straight edge reaching across the gauges. Finally the surface shall be finished true with a trowel or with wooden float to give a smooth or sandy granular texture as required. Excess trowelingor over working of the floats shall be avoided. The plastering and finishing shall be completedwithin half an hour of adding water to the dry mortar. Plasteringof ceiling shall not be commenceduntil the slab above has been finished and centring has been finished and centring has been removed. In the case of ceiling of roof slabs, plaster shall not be commenceduntil the terrace work has been completed.These precautionsare necessary in order that the ceiling plaster is not disturbed by the vibrations set up in the above operations. Finish The plaster shall be furnished to a true and plumb surface and to the proper degree of smoothness as required. The work shall be tested frequently as the work proceedswith a true straight edge not less than 2.5m long and with plumb bobs. All horizontal lines and surfaces shall be tested with a level and all jambs and corners with a plumb bob as the work proceeds.

Thickness The average thickness of plaster shall not be less than 6mm. The minimum thickness over any portion of the surface shall not be less than 5mm. Curing The specificationsshall be detailedin above section.

1.13.12GABION STRUCTURES Gabion 1. Gabion Box - It is made of appropriategeotextile material as approved by supervisionengineer on site. 2. Boulder- The boulders shall range in size from 400 mm to 200mm. They should be hard and textured. Placing First maintain the slope as specified in design drawing. Cut earth as per box size then start to pivot Boxes from bottom. After placing 1St layer of boxes pour the gravel, keeping in mind the bigger sizes are at bottom. Geotextile membraneput as shown in design drawing. After that accumulatenatural soil in this space to facilitates vegetation. Geotextile membrane shall be knotted by MS wire with Gabion box, put one by one layer in the same manner as stated above.

1.13.13 DRY STONE PITCHING As far as possible it should be ensured that one rainy season has elapsed before pitchingor any kind of stone work is commenced,so that the embankmenthas time to settle, and loose spots in the cutting, if any, show up. tJLTD D a Ageiates 65 EnvironmentalManagement Plan - PackageI C Grand Trunk RoadImprovement Project

The sides and top of embankment,as the case may be, shall be brought to the required profile,slope and gradient and shall be compa^ted to a firm and even surface. If the situation demandsand where so required by the engineer in considerationof the nature of the surface, the necessaryback filling may be done with small broken stone, moorum,gravel or ballast well consolidatedto proper profile. In case the soil in unreliable and if the nature of the work requires it, a 75mm thick layer of gravel or ballast may be providedover the preparedsurface and well consolidated. Pitching 1 Pitching shall be of 22.5 cm depth, unless specified otherwise. Profiles shall first, be put up by meansof pegs and strings or by placingstones, at intervalor not more than 15 meter. Stone shall then be laid closely in position in betweenthe profile and firmly embedded with joints staggered and with exposed faces true to line, gradientand in uniform slope throughout. 2. The cross bands of approximately22.5 cm width through bond stones equal to the full depth of pitching, shall be providedat an intervalof approximately3 m centre to centre both longitudinally and transversely. 3. The intersticesbetween adjacent stones shall be filled in with stones of proper size, well driven in with crow bars to ensure tight packing and complete filling of all interstices. Such filling shall be carried on simultaneouslywith the placing in position of the large stones and shall in no cases be permitted to fall behind. Final wedging shall be done with the largest sized chip particles, each chip being well driven home with a hammer so that no chip is possible of being picked up or removed by hand. Dry Brick Pitching Preparationof surface shall be as specified in above section. Pitching Pitching shall be half brick in depth or in multiplesof half bricks, as specified. Profiles shall first be put up by means of pegs and strings or by placing bricks at intervals not more than 15 meter, bricks shall then be laid in parallel rows breaking bond or herringbone bond pattern as directed. In the case of drains bricks shall be laid on bed width in parallel rows breaking bond and on sides in either of the above manner. At the top, and at every 3m intervals,brick courses of half brick width shall be lad with bricks on ends. All bricks shall be laid closely in position and firmly embedded,true to line, gradientand in uniform slope throughout. Kerb and Channel Stones Kerband channelstones to be as per road specifications.

1.13.14FENCING Chain Link Fencing Materials The chain link mesh shall be of 1.5 standard and of an approved brand. The angle sizes shall be as per drawings. The iron angles have to be free from rust, cracks and blow holes. Spacing of Posts and Struts The spacing of post shall be as per drawingsor as directed by the supervisionengineer. Fixing of posts and struts will be as shown in the drawings. The angle iron must be split at the bottom for fixing in the concretebase.

I PpaAsni lates 66 EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

Fixing of the Fencing The chain link mesh shall be fixed with angle posts by means of 8rr.rn diameter bolts. The holes for the bolts shall be made 300mm centre to centre on the iron sections. The bottom of the fencing must be at a height of 14cmfrom the groundlevel. The fencing top shall be horizontalto the ground. Silt Fencing Materials The wire mesh and geotextile miraf shall be of approved standard and brand. The iron sections to be used as struts shall be of IS standardand free from rust, cracks etc. Assembly The angles are to be assembledas per drawingand directions of supervisionengineer. The mesh has to fixed with the frame after the geotextile miraf is fixed with the mesh. Fixing The fencing shall be fixed at site in such a manner that the geotextile miraf is placed next to the silt.

I 6Pk.oJns 67 c EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

1.13.15HORTICULTURAL AND LANDSCAPINGWORKS General Scope Contractor to furnish all materials, labour and related items necessaryto complete the work indicated on drawingand specified herein. 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 or disfigurement. All plant materials shall be healthy, sound, vigorous, free from plant diseases, insect's pests, of their eggs, and shall have healthy, well-developed root systems. All plants shall be hardy under climatic conditions similar to those in the locally of the project. Plants supplied shall to confirm to the names listed on both the plan and the plant list. No plant materialwill be acceptedif branchesare damaged or broken.All material must be protected from the sun and weather until planted. Any nursery stock shall have been inspected and approved by the Environmental Specialist of the Engineer. All plants shall conform to the requirementsspecified in the plant list. Except that plants larger then specified may be used if approved, but use of such plants shall not increase the contract price. If the use of the larger plant is approved, the spread of roots or ball of earth shall be increased in proportion to the size of plant. Deliver plants with legible identificationlabels. Top Soil (Good Earth) Top soil or good earth shall be a friable loam, typical of cultivated top soils of the locality containingat 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 any other objectionableextraneous matter or debris. It shall contain no toxic material. No topsoil shall be delivered in a muddy condition. It shall have pH value ranging between 6 to 8.5. Fertilser Measurement of sludge shall be in stacks, with 8% reduction for payment. It shall be free from extraneousmatter, harmful bacteria insects or chemicals.(Subjected to safety norms). Root System The root system shall be conducive to successful transplantation.While necessary, the root-ball shall be preserved by support with Hessianor other suitable material.On soils where retention of a good ball is not possible,the roots should be suitably protected in such a way that the roots are not damaged. Condition Trees and shrubs shall be substantiallyfree from pests and diseases,and shall and shall be materially undamaged. Torn or lacerated roots shall be pruned before dispatch. No roots shall be subjected to adverse conditions such as prolongedexposure to drying winds or subjectionto water logging between lifting and delivery, Supply and Substitution Upon submissionof evidencethat certain materialsincluding plant materials are not available at time of contract. the contractor shall be permitted to substitute with an equitable adjustment of price. All

I a ketfciMls 68 EnvironmentalManagement Plan - Package / C Grand Trunk Road ImprovementProject substitutionsshall be of the nearestequivalent species and variety to the original specified and shall be subjectedto the approval of the LandscapeArchitect. Packaging Packagingshall be adequatefor the protection of the plants and suchas to avoid heating or drying out. Marking Each specimen of tree and shrub, or each bundle, shail be legiblylabelled with the following particulars: Its name. The name of the supplier, unless otherwiseagreed. The date of dispatchfrom the nursery. Tree Planting Plants and Shrubs Trees should be supplied with adequate protection as approved. After delivery, if planting is not to be carried out immediately,balled plants should be placed back to back and the ball covered with sand to prevent drying out. Bare rooted plants can be heeled in by placing the roots in prepared trench and covering them with earth, which should be watered into, avoid air pockets round the roots. Trees and shrubs shall be planted as shown 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 be 120cms in diameter and 120cms deep. While digging the pits, the topsoil up to a depth of 30cms may be kept aside, if found good (dependingupon site conditions),and mixed with the rest of the soil. If the side of the below, it shall be replacedwith the soil mixture as specifiedfurther herein. If the soil is normal it shall be mixed with manure;river sand shall be added to the soil if it is heavy. The bottom of the pit shall be forked to break up the subsoil. Sack Filling The soil back filled watered through end gently pressed down, a day previous to planting, to make sure that it may not further settle down after planting. The soil shall be pressed down firmly by treading it down, leaving a shallow depressionall 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 in the nursery, or in the pot. Planting should not be carried out in waterloggedsoil. Plant trees at the original soil depth; soil marks on the stem is an indication of this and should be maintained on the finished level, allowing for setting of the soil after planting. All plastic and other imperishablecontainers should be removedbefore planting.Any broken 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 roots should be spread evenly in the planting pit; and small mound in the centre of the pits on which the roots are placed will aid on even spread. Soil should be placed around the roots, gently shaking the tree to allow the soil particles to shift into the root system to ensure close contact with all roots and prevent air pockets. Back fill soil should be firmed as filling proceeds, layer by layer, care being taken to avoid damaging the roots, as follows:

69 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

The balance earth shall be filled in a mixture of 1:3 (1 part sludge to 3 part earth by volume) rn and 50gms potash, (Mop) 50gms of Super Phosphateand 1Kg. Neem oil cake. Aldrin or equivalentshall be appliedevery 15 days in a mixture of 5ml in 5 litres of water. Staking Newly planted trees must be held firmly although not rigidly by staking to prevent a pocket forming aroundthe stem and newlyformed fibrous roots being broken by mechanicalpulling as the tree rocks. Methods: The main methods of staking shall be: (A) A single vertical shake, 900mmlonger than the clear stem of the tree, driven 600mmto 900mm into the soil. (B) Two stakes as above drivenfirmly on either side of the tree with a cross bar to which the stem is attached.Suitable for bare- rootedor Ball material. (C) A single stake driven in at an angle at 45 degreesand leaningtowards the prevailingwind, the stem just below the lowest branch being attached to the stake. Suitable for small bare- rooted or Ball material (D) For plant material 3m to 4.5m high with a single stem a three- wire adjustableguy system may be used in exposed situations.

The end of stake should be pointed and the lower 1m to 1.2m should be coated with a non-injurious wood preservativeallowing at least 150mmabove groundlevel. Tying Each 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 stake. The tree should be secured at a point just below its lowest branch, and also just above ground level; normally two ties should be used for tree. These should be adjusted or replacedto allow for growth. Watering The Landscape Contractor should allow for the adequate watering in of all newly planted trees and shrubs immediately after planting and he shall during the following growing season, keep the plant materialwell watered. Fertilising Fertilising shall be carried out by application in rotation of the following fertilisers, every 15 days from the beginningof the monsoontill the end of winter: * 1. Sludgeor organic well-rotteddry farm yard manure: 0.05 cum or tussle. * 2. Urea 25gm. * 3. Ammoniumsulphate 25gm. * 4. Potassium sulphate25gm. All shrubs, which are suppliedpot grown, shall be well soaked prior to planting. Watering in and subsequentfrequent watering of summer planted container-grown plants is essential. Shrub Planting In Planter Beds All areas to be planted with shrubs shall be excavated, trenched to a depth of 750mm, refilling the excavated earth after breaking clods and mixing with sludge in ratio 8:1 (8 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volumeof sludge after reductionby 8%.) Tall shrubs may need staking, which shall be provided if approved by the Contracting consulting engineer, dependingupon the conditionsof individualplant specimen.

I a Ariatas 70 2g EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

For planting shrubs and ground cover shrubs in planters, good earth shall be mixed with sludge in the proportionas above and filled in planters. Positions of planters shall be planted should be marked out in accordance with the architectural Org. When shrubsare set out, precautionsshould be taken to preventroots drying. Plantingholes 40cmdia. And 40cm deep should be excavated for longer shrubs. Polytheneand other non-perishablecontainers should be removed and any badly damaged roots carefully pruned. The shrubs should then be set in holes so that 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 remainder of the soil can then be returnedand again firmed by treading. Grassing Preparation During period prior to planting, the ground shall be maintained free from weeds. Grading and preparation of the area shall be completed at least three weeks prior to the actual sowing. Regular watering shall be continued until sowing by dividing the area into portionsof approximately5m squares by constructing small bunds to retain water. These 'bunds'shall be levelledjust prior to sowingof grass plants; it shall be ensured that the soil has completelysettled. Soil The soil itself shall be ensured to the satisfactionof LandscapeArchitect to be a good fibrous loam, rich in humus. Sowing the grass roots Grass roots (cynodon dectylon or a local genus approved by the Landscape Architect) shall be obtained from a grass patch, seen and approved before hand. The grass roots stock received at site shall be manuallycleared of all weeds and water sprayed over the same after keepingthe stock in place protectedfrom sun and dry winds. Grass stock received at site may be stored for a maximum of three days. In case grassing for some areas is scheduledfor a later date fresh stock of grass roots shall be ordered and obtained. Execution Small roots shall be dibbled about 5cms apart into the prepared grounds. Grass will only be accepted as reaching practical completion when germination has proved satisfactory and all weeds have been removed. Maintenance As soon as the grass is approximatelya 3cm high it shall be rolled with a light wooden roller - in fine, dry weather - and when it has grown to 5 to 8cms, above to ground weeds must be removed and regular cutting with the scythe and rolling must be begun. A top-dressingof an ounce of guano to the square yard or well decomposed well broken sludge manure shall be applied when the grass is sufficiently secure in the ground to bear the mowing machine,the blades must be raised an inch above the normal level for the first two or three cuttings. That is to say, the grass should be cut so that it is from 4 to 5cms in length, instead of the 3cm necessaryfor maturegrass. In 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 20cms. Damage failure or dying back of grass due to neglect of watering especially for seedingout of normal season shall be the responsibilityof the contractor.Any shrinkagebelow the specified levels during the contract or defect liability period shall be rectified at the contractor's expense. The Contractor is to exercise care in the use of rotary cultivator and mowing machinesto reduce to a minimum the hazards of flying stones and brickbats. All rotary mowing machinesare to be fitted with safety guards.

71 EnvironmentalManagement Plan - Package I C Grand 7runk Road ImprovementProject

Rolling A light roller shall be used periodically,taking care that the area is not too wet and sodden.

Edging These shall be kept neat and must be cut regularlywith the edgingshears. Fertilisinq The area shall be fed once in a month with liquid manure prepared by dissolving 45gms of ammonium sulphate in 5 litres of water. Watering Water shall be appliedat least once in three days during dry weather.Watering whenever done should be thorough and should wet the soil at least up to a depthof 20cms. Weeding Prior to regular mowingthe contractor shall carefully removerank and unsightlyweeds. Maintenance Cu/tivating The Landscape Contractor shall maintain all planted areas within Landscape contract boundaries for one year until the area is handed over in-wholeor in phases.Maintenance shall include replacementof dead plants, watering, weeding, cultivating,control of insects, fungus and other diseases by means of spraying with an approved insecticideor fungicide, pruning, and other horticultureoperations necessary for proper growthof the plants and for keepingthe landscapesub-contract area neat in appearance. Pruning and Repairs Upon completion of planting work of the landscape sub-contract all trees should be pruned and all injuries repaired where necessary.The amount of pruning shall be limited to the necessary to remove dead or injured twigs and branches and to compensate for the loss of roots and the result of the transplantingoperations. Pruning shall be done in such a manner as not to change the natural habit or special shape of trees. tree Guards Where the tree guards are necessary,care should be taken to ensure that they do not impede natural movement or restrict growth. Two types of tree guards are proposedon the Grand Trunk Road, circular iron tree guards and barbedwire fencing,the specificationsfor 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 long excluding splayed outward at lower end up to an extent of 10 cms. (ii) 3 Nos. 25x25mm MS flat rings fixed as per design (iii) 15 Nos. 1.55 metres long 6mm dia bars. Each ring shall be in two parts in the ratio of 1:2 and their ends shall be turned in radially for a length of 4 cm at which they are bolted together with 8mm dia and 30mm long MS bolts and nuts. The vertical angle irons shall be welded to rings along the circumferencewith electric plant 15 Nos. bars shall be welded to rings at equal spacing along the circumference of ring. The lower end of the angle iron verticals shall be splayed outwards up to an extent of 10cm. The lower end of the flat of lower ring shall be at a height of 45cm. and upper end of the flat of top ring shall be at the height of 2.00 metres. The middle ring shall be in the centre of top and lower ring. The bars shall be welded to rings as shown in the drawing. The entire tree guard shall be given two coats of paint of approved brand and of requiredshade over a priming coat of ready mixed primer of approved brand. The design of the tree guard shall be as shown in the drawing.

72 "ZZZ7V1 EnvironmentalManagement Plan - PackageI C Grand Trunk Road ImprovementProject

Barbed Wire Fencing with Angle Iron Posts Materials: Barbed wire shall be as per IS-278.The angle shall be 40x40x6, free from rest, cracks and blowholes. Spacing of Post & Streets: The spacing of post shall be 3.00m centre to centre, unless otherwise specified or as directed by engineers to dimensions,which shall be nearest to the 3m. Last but one end post's and corner post shall be strutted on both side and end post on one side only. Fixing of post & struts shall be as shown in drawingthe angle iron must be split at bottom end. Fixing BarbedWire: The barbedwire shall be stretchedand fixed in specified number of rows and two diagonals. The bottom row should be 14 cm above ground level and rest @12.5 cm centre to centre. The diagonal weir shall be stretched between adjacent posts from the top wire of one post to the bottom weir of 2nd post. The barbedwire shall be held by tearing the holes of 10mm dia in the post and tied with GI wire turnbucklesand straining bolts shall be used at the end post. Nursery Stack Planting should be carried out as soon as possible after reachingthe site. Where planting must be a necessity and/or be delayed, care should be taken to protect the plants from pilfering or damage from people animals. Plants with bare-roots should be heeled- in as soon as received or otherwise protected from drying out, and others set closely together and protectedfrom the wind. If planting is to be delayed for more than a week, packaged plants should be unpacked,the bundlesopened up and each group of plants heeled in separately and clearly labelled. If for any reason the surface of the roots becomes dry the roots should be thoroughlysoaked before planting. Protective Fendng According to local environment, shrubsshall be protectedadequately from vandalismuntil established. Completion On completion,the ground shall be formed over and left tidy.

I .a kccndte5 73 EnvironmentalManagement Plan - Package I C Grand TrunkRoad ImprovementProject

SPECIALCONDITIONS AND PARTICULARSPECIFICATONS.

1 Landscape Architect mentioned herein shall mean _ andlor any person nominated by him. 2. Wherever applicable, work shall be done accordingto C.P.W.D. specifications,in vogue, at the time of invitation of tender, 3. Water shall be made available, near the tube well at one point. Contractors shall make their own arrangement for drawing water from there. Water charges at of value of work done shall be deductedfrom the contractorsBills. 4. If electricity is required for the works, the same shall be made available at one point within the site of works, for which recovery @ Rs. per Kwh. Shall be made from the contractors bill. 5. The work included in the scheduleof Quantitiesinclude grassing as well as planting of trees and shrubs. 'Contractors'quoted rates shall include execution of these works at different levels and nothing extra shall be paid for any item, for working at these levels. 6. The Contractor (s) shall not be entitled to any compensationfor any losses suffered by him and/or revision in the rates originallyquoted by him. a. On account unforeseendelay in commencingthe work, whateverthe cause of such delays be. b. On account of reductionin the scope of work. c. On account of suspensionof work, or abandon after award of work. 7. The Contractor shall provide all facilities to LandscapeArchitect I Project Engineerand / or his authorized representatives to make frequent inspection of their Nursery and ascertain the process/ quality of variouscategories of trees/plantsetc., grown by them. 8. Contractors' quote rate shall include the cost of transportationof tools and plants to and from the site, sales tax, excise duty, octroi, etc. It shall be clearly understood that no claim for any extra payment on account of sales tax, excised duty, octroi etc., shall be entertained alter the opening of the tender. 9. The safe custody and up-keep of various categories of plants brought to site is the sole responsibility of the contractor and he shall employ sufficient supervisory personnel to ensure the safety of these items. 10. The site of work may be handedover to the contractorsfor shall work in phases, as soon as the same are available and the contractor in turn shall work in these areas forthwith. Nothing extra shall be payablefor such phased executionof work. 11 While excavating I executing the work the contractors shall ensure that the existing cables I pipe lines I structures / fittings are not damaged and if due to his negligence, these are damaged,the same shall be set right with no extra cost to the clients. 12. The Contractor shall co-ordinate his work with other agencies employed by the Clients and ensure that the work of other agencies are not hampered in any way during the duration of contract. 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 so required by the landscapeArchitect / Project Engineer. 14. On completion of the work, the site of work shall be thoroughly cleaned and all debris removed before the work is handedover satisfactorily.

7LaZ 74 EnvironmentalManagernent Plan - PackageI C GrandTrunk Road ImprovementProject

15. The Contractors shall, without any additional charge to the clients, renew or replace any dead or defective plants/grassand shall fully maintain the whole landscapefor a period of 12 months after the certified date of completion. 16. "General condition of contract and standard contract Forms of shall also form part of the contract. 17. Trees shall be of minimum lengthas specified in the scheduleof quantities and shall be straight and symmetricalwith a crown and having a persistent main stem. The size of crown shall be in good over all proportionto the height of the tree. 18. Smalltrees and shrubsshell be well formedwith the crown typical of the species or variety. 19. GENERAL REQUIREMENTSOF PLANTS: * Plantsshall be typicalof theirspecies and variety, well-developed branches, and wellfoliated with fibrous root system.Piants shall be freefrom defectsand injuries. Plants shall not bepruned before planting. * Plantsshall be freefrom defects and injuries. * Plantsshall not be freshlydug and nurserygrown. * Nurserygrown plants shall have been at leastonce transplanted. Barkshall be freefrom abrasion. All trees, soon after planting, shall be properly supported with bamboo stocks to ensure their safety against winds or any other factor, which may affect it adversely. * 20. PROTECTIONOF "TREE TO BE PRESERVED" * The contractor shall be responsiblefor the protection of tops, trunks and roots of existing trees on site. Existing trees subject to the construction damage shall be boxed, fenced or otherwise protected before any work is started. * 21. GENERAL REQUIREMENTSOF EARTH MANURE AND FERTILISERS a EARTH: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum, shingles, rocks, stones, building rubbish and any other foreign matter. The earth shall be free from clods or lumps of sizes bigger than 50mm in any direction. It shall have pH ranging between 6.5 to 7.5. * MANURE: Manure shall be of well decayed organic matter obtained in dry state from the Municipal dump or other similar source approved by the Project Engineer. The manure shall be free from earth, stone or other extraneous matter. Manure shall be supplied, at site well screened.

e FERTILIERS: If the soil tests indicate pH value not as per the above specification namely between 6.5 to 7.5, following measures need to be taken. * If pH exceeds 7.5, aluminium sulphate or equivalent fertilizer should be added at the rate of 1 kg per cubic metre to lower the pH by one full point. * If pH is below 6.5, add ground limestone or equivalent fertilizer at the rate of 1 kg per cubic metre to raise pH by one full point.

75 'cZZIDD,~ a

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Lea Associates South Asia Pvt. Ltd. LeaAssociates New Delhi . /D ozN,77C EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Appendix I Methodologyand Techniquesfor Tree transplantation

BACKGROUND "Transplantingconsists in lifting plants bodily from their positions, removingthem from more desirable or agreeable places & replantingthem in new & better soil." Season for planting & transplantingshrubs or Trees The best seasonfor plantingor transplantingshrubs & trees vanes in differentparts of our country. Hot weather is generally avoided, as the risk of plants not establishingis great. In places where rainfall is moderate, the beginning of rainy season is the best suited time for transplanting. Plants which are natives of cold countries & which grow vigorouslyin the cold season such as Rose, do better when planted out during close of Rainy season. In severely cold places like in northem parts of India, the operationsare best carried on during the end of the dormant season about the end of February. All Robust plants may be planted or transplanted during any part of the year, with proper attention being given to several details of the operations.

THE TRANSPLANTINGSUCCESS Transplanting involves to some extent at least a disturbance of plant's root system. There is a loosening of its attachment to the soil & progressive activities are arrested for the time being. Thus transplantingis a rather violent operation,considering the standpointof the plant. And is required to he done with great care to be successful.Care is thereforeto be taken that the plants recover from the set- beck as rapidly as possible. Certain conditions are necessary for rapid recovery of plants to active growth. Some of these are dependentupon the nature & structure of the plants themselves & some on the prevailingweather & climatic conditions. Soft-woodedplants transplant better than hardwoodplants. Plants in dormant state transplant better than those in active growth. Young plants established sooner than old ones. (Refer article Transplanting Shocks: Large tree vs. Small Trees) All plants transplant better with a mass of originalsoil intact around its roots, which should be disturbed as little as possible. As the roots, till they establish themselvesin fresh soil, will be unfit to absorb the full supply of moisture needed by the plant, exhalation from the leaves & shoots of the plant is to be kept as low as possible. Cool & cloudy weather are chosen for transplantingoperations. Eveningare better suited than morningor afternoon,as plant refresh themselves during the cool hours of the night. To overcome the dangers of transplantingthe soil is well prepared& kept moist, not allowing it to run dry, part of the top of the plant is removedusually to minimise loss of water by transpiration. Some time shade is providedtill the plants are established. Overhead watering by means of spray during the hot hours or occasionally when the leaves wilt, refreshes the plant to a great extent.

I-.a EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

The stems & branches of transplanted trees are wrapped with straw which is kept moist by spraying water on it to remove loss of the water by the plant as much as possible. If the soil is bad below, it is replacedwith a mixture of three parts of manure, two parts of black fertile earth or Loam, and one part of sand for better growth of trees. If the soil is fairly good, only manure is mixed with it, in case soil is heavy sand and manure is added to it. Transplantingof fully-growntrees can only be successfully done with the help of machinery, such as the tree lifter, and hence it is rarely attemptedin private gardens. Success rate of trees having truck diameter less than 1' would be 90% Success rate of trees having trunk diameter above 1' to 2' would be 60% Success rate of trees above2' trunk diameter can only guaranteed for specific species, in specific transplanting season provided that the surrounding conditionslike soil & weather of the relocatedtree are also taken into consideration. Transporting or shifting of trees on trailer away from the existing location reduces the chances of success as the trees take more time to set in new conditions,transport may damageroot system & trees are required to be cut down in size to make shifting possiblethrough the road. A tree regains its originalshape with in 4 to 10 years dependingon the trunk diameter. Thumb rule is 6" tree regains it originalshape in 6 x 12 months.

Maintenanceor Watering of trees is done till one or two monsoons-We advice maintenancetill the 1St monsoonafter transplantingin area where monsoonis good or moderate.

METHODOLOGY Transplantingof young trees and shrubsis done in the following manner: The plants have to be lifted with as many roots as possible and replaced in fresh soil with the least possible delay. For this purpose a trench 45 to 60 cms in width which is wide enough for working conveniently is opened out in a circle at a suitable distance away from stem, This operation is generally called as "Side trenching",which may vary from 4'to 10' accordingto the size of the tree or shrub, the soil is gradually removed in the trench approachingthe centre of the circle as it descends, thus securing the ball of earth in the shape of an inverted cone. Care is taken not to injure the roots that cross the trench: these are clean sawed or cut with secateaurs, if small enough at the outer edge of the trench. The tap root is also severed. With long crowbars the ball of earth holding the roots is gently lifted and loosenedfrom its attachmentwith the rest of the soil. When the trench is sufficientlydeep, the diameter of the ball of earth may be reducedto a convenient size with a fork, leaving the protrudingroots uninjured. The rootball are continuouslykept moist to keep tree active in new root growth & sprouting. If one is definite of success, the transplanting may be made safer thus: The ball of earth may be got ready in two stages, The roots may be severed on one-halfof the circle in the trench & this portion is close down with light soil is known as "root treatment". After another week or fortnight, the roots sufficientlyrecovered from the shock of cuts & can be safely lifted & transplanted. All the roots with jagged cuts or bruises on them are clean cut back to healthyparts as bruises and bad cuts may bring on decay, which may spread to the plant, killing it. While it is well known that roots supply all of a plant's water it is less well known that 95 - 99% of a plant's water is rapidly lost as evaporation from the leaves. Therefore leaf surface of the Tree is

La az EnvironmentalManagement Plan - Package / C Grand Trunk Road ImprovementProject

reduced to limit transpiration,it is called "defoliage of tree"; the tree is cut back, if necessary,to concertrate the sap at the rootsfor formation of new roots to establishthe tree. "Heading in" or cutting the top is most desirable in many species. If the tree has -several strong branches starting from this leader, each a smaller branches may be cut back to half a dozen or more buds, -according to the tree; if there are only few branches, they may be reduced by one- thirds of their length maintaining its natural shape. The heading in done because first to keep balancebetween root system & the canopy (System underground& above ground should be same to reduce stress on either of it.) The cut surfaces are all covered with a paste "Waxing" mixture of water soaking & insecticide liquid to preventevaporation & to preventfungus & insect attacks. The tree is then bodily lifted taking care not to break the ball of and not to bruise the bark of the stem in the operation. This is called "Transplantingof Trees" If the ball of earth may happen to be too large to prevent the earth from slipping away, it is tied with sacking or straw. Replantingis done to the same original depth if not 3 to 5 cms deeper. It is not safe to place any fresh manure in contact with the roots. If by chance the earth breaks away from the roots, these are immediatelysmeared well with a thin paste of 2/3 clay and 1/3 fresh cow dung and water and soaking spray of a fungicide is desirable. The entire plant is then loweredinto the hole preparedfor it, which is wide enough to take in all roots when spread out. Sand or fine soil is worked in between the roots and the hole filled with good soil, which is pressed down layer by layer. After the tree is planted, if necessary, it is to be supported by being tied to a stout long stake, firmly fixed to the ground close to the trunk & protectedfrom cattle by a tree guard. The stem may be advantageouslywrapped round with moist straw to limit loss of moisture from the tree, The tree is then copiously watered soon after planting, so that the entire ball of earth & the new soil under it, are well moistened. After such liberal watering, it may not be necessary to water again for another three days or so. But the tree may be refreshed by spraying on it clear water. It might be provided with shade if the sun is severe. The ground around the stem is watered freely every week or so, in the absence of rain. Too much water is not however to be applied, forming puddles at the bottom of hole in which the tree is planted. Throughout summer, the transplantedtree should get its regular water supply, the soil being soaked through at each watering & not merely sprinkledon the surface. As the surface layer of earth is drying up each time after watering, it may be stirred to depth of.2 to 10 cms, forming mulch. This retards loss of moisture from the soil by evaporation& the tree is enabled to get the full benefit of the water supplied. It is advisable to carry out all above operations in consultation with & under supervision of experienced horticulturistsas soil strata, weather conditions, the plant characteristic & root systems may differ from place to place, Thus requiring modificationin the transplantingoperations.

Lea Aciat.s Wc,0 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

TRANSPLANTINGPROCEDURE CHECKLIST 1. Avoid mechanicaldamage and dehydrationduring transport. 2. Avoid plantingwhen weather is hot, dry, and windy, especiallywith plant material in full leaf. 3. Make sure plantingpit is at least twice as wide as root ball. 4. Removeall wire, rope, twine, etc. from root ball. 5. Prune the tree or shrub. 6. Use a light, well-drained backfill material with plenty of organic matter. 7. Make sure the tree or shrub is planted high, 2 to 4 cms below surroundinggrade. 8. Water the plant, using a hose as a probe to eliminateair pockets. 9. Mulch the plantingarea 3 to 5 inches deep. 10. Wrap tree trunks with tree wrap. Removethe followingspring. 11. Stake and guy trees. Remove the guys after one year. 12. Water the plant carefullythroughout its first growingseason.

I sA AIJt@5 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project

Appendix2 Trees for Transplantation

I Pa Msriales 2xZ=7 iConcised Chianag vise List of Suitable Trees to be transplanted. Package Suitablefor Chainage Suitablefor LandmarkI Remark .Trar-splantation Transplantation North kms South IC 0 1 3301 331i 28

______0 i3311 332) 0 0 1 3321 3331 15 0 1 3331 3341 49 0t | 334j 335! No Trees 0 1 335) 336) 33 0 3361 337 0 j 0 3371 338 0 By Pass BAKEWAR o 3391 340 0 0 13401 3411 0 0 i3411 3421- 21 0 1 .3421 3431 O0 0 343) 3441i 0 '_I I _0 _3441 34511 0 UJHAYANI I 0 3451 346, iByPass MAHEWA | 0 346 3471 0 ANANTRAM 0 3471 348. 0 0 348 349 0 . 0 349) 350p 0 __ 0 3501 3511 25 0 _3511 3521 0- 0 - 3521 353 _ 49 _- ______0 353 354 0 i -- |____ _ | 0 354 355 0 ! | ______0 355 356 0 By Pass ______0 356) 357 0 BABARPUR i______0 3571 358 0 AJITMAL I____ 0 3581 359l~~~~ 0 i_____ 0 359! 3601 39 !Not Marked ! 0 3601 361 0 1 i 0 3611 362 0 __ 1 0 3621 3631 0 i 1______0 363l 364 0 By Pass VIKHEPUR _ 0 3641 365 0 MURADGANJ

______0 3651 366 0

______0 366) 367 0 0 1 367) 368) 33 )NotMarked I 0 j 368) 3691 51 Not Marked - I -- 0 i369) 3701 48 INot Marked 1 77 1 3701 3711 134 INotMarked 1 70 i3711 372) 72 'Not Marked -____ I_ 74 i3721 3731 50 INot Marked ! 28 | 373 374) 82 iNot Marked i 10 13741 3751 77 1fNot Marked 75 1 3751 376! 25 INot Mharkced 37 1 376 j 377il 47 .Not Marked . 20 i3771 3781 15 :Not Marked . 53 1378i~ 379l 0 'Not Marked i No Tree I 3791 3801 97 ,Not Marked AUREYYA I ConcisedChianagewise List of SuitableTrees to be transplanted. Package ISuitable for Chainage |Suitablefor LandmarkI Remark

_Transplantation Transplantation North kms South j 0 I 3801 3811 0 iNot Marked 35 | 3811 3821 6 16Marked 35 Not Marked 65 ! 3821 3831 108 1108Marked 21 1 3831 384 0 1 79 1 3841 3851 44 144Marked 1 95 1 3851 3861 0 l I 0 I 38613871 25 25 Mr ked LLI1 0 1 387138 3881 0 l 0 _1 388 3891_ 0 i ~0 1 3891 3901 0 _ | 0 1 3901 3911 0 = | 0 0 1 3911 3921 0 i I ._0 1 3921 393 0 I 0 1 3931 3941 0 l Total 739 1 1 j 1173 I |Gr Total 1839 1 i i 1434 X 3273 41.f Detailed Statementof trees Suitable for Transpalntntion PackageIC(321.10 to 393.00) Chain - I TI Tree I|RoadSidelTree )Forest I 'o Age iSideiGirth !Hight'AgeI Distance [Species:No Remark Kms I N/S I ft I Yrs IMtrs I I ' 1 | 2 |3 4.00 5 1G 7 |8 191 10

1!327-328? jS I4.97i 25! 201 8-15jShisam I 21327-328IS I 3.931 25! 161 8-15Shisam I 3;327-328 jS 3.141 25i 131 8-15)ShisamI 41327-328IS I 3.14L 251 131 8-15 Shisam I- 51327-328IS I3.401 251 141 -S15Shisam I 61327-328IS |4.191 251 171 8-15)Shisam I__ 71327-328IS j 4.191 301 171 8-15IShisam I I 81327-328IS 4.971 401 201 8-15IShisamI 91327-328I S 4.971 401 201 8-15iShisam | 10j327-328 IS I 4.711 401 191 8-15IShisamI t11327-328 IS 1 4.971 301 201 8-151ShisamI 121327-328IS L4.451301 181 8-15iShisam 13)327-328)S 5.761 35i 231 8-15 Shisam I 14j327-328 )S 6.81) 35i 271 -15 Shisam I 151327-328 S 3.401 251 141 8-15Cassia I I

161327-328 S 1 3.671 25{ 15j 8-15Cassia _ _ __- 17)327-328 S j3.40) 25i. 14j 8-15|CassiaI__ ___ 18-I327-328S I 4.19) 301 17) 8-15)ShisamI I 191327-328IS 3.931 301 161 -l1Shisam | I 20)327-328 IS 13.401 201141 SA51CassiaI 1 211327-328IS | 7.59) 351 301 8-151ShisamI I 221327-328 S 4.71 200 19)g 8-151Shisam1 l 231327-328 S 9.421 401 381 8-15|Shisam|__ i241327-328S 5.501 301 221 8-151ShisamI 251327-328IS 15.761 25j 231 8-15iNeem I 261327-328 S f 9.421 401 381 8-ISlShisam I 271327-328IS | 3.671 30' 155 815 Mango | 28j327-328 tS 4 5.50) 25s 221 8-15INeem I I 29'327-328 IS 3.931 200 16) 8-15)Neem I I 30)327-328 IS 5.76) 401 231 8-15)Shisam I I 31 327-328 S 3.67 201 15i 8-15IShisam I I X - 325327-3 S 4.71) 251 19 8-15|Shisam I 331327-328IS 3.401 201 14 8-15 Cassia I 341327-328IS 1 8.901 40! 361 8-15 Shisam I 351327-328IS | 3.141 201 131 8-15 Shisam I 361327-328IS 1 4.451 301 18i 8-15iiShisam 370327-328IsI 4-19) 301 171 8-15IMango I 381327-328IS 5 6.811 35i 271 8-15 Mango 391328-329IS 9.421 401 381 8-15jShisam I 401328-329IS 1 3.931 251 161 8-i151CassiaI 411328-329 iS 1 3.401 251 141 8-15 Cassia I 42:328-329 iS 4.19i 25i 171 8-151Cassia ! 43:328-329 IS I 5.501 25 22) 8-15;Cassia 44;32S-329 S I 3.671 20 15i &15!Shisam j 45i328-329 iS 1 3.401 25 14i 8-15iShisam i Detailed Statementof trees Suitable for Transpalntation Package IC(321.10to 393.00)

42 ffi - { I Tree jRoadSideiTree |Forest 44 {Side! Girth !Hight:Agei Distance ISpeciesiNo iRemark ms N/S j ft I Yrs I Mtrs i 1 w 1 jF3 14.00i2 6 6 7 8 1 9_1_10 VWj 328329 IS I 3.40j 25. 14 8-S15lShisam! 328-329 IS 4.971 35i 201 8-15!Mango 1 I r s 328-329 S | 6.281 35i 251 8-s15jMango __I 91328-329 S I 4.971 35j 201 8-15IShisarmdI ______5, 1328-329IS 1 4.711 35i 191 8-15INeem I 51j328-329 |S 3.67! 30! 151 8-151Neem| . 52|328-329IS |5.501 301 221 -s15iShisamI '53j328-329 IS 6.28! 301 251 8-151Shisam i r 541328-329 IS 4.19! 25 1717 8-15!Neem I . 55j328-329 IS | 7.591 401 301 8-15iShisam | 561328-329 IS I7.33i 351 291 8-151Neemj I 57 328-329 S j6.021 401 241 8-15Mango 58 328-329 S I 7.07j 401 281 8-15IShisam 59 328-329 1S 4.711i 251 191 8-151 Mango I 601328329 S I |3.671 301 151 8-15Shisam I 611328-329TS_ 4.711 301 191 8-15 Shisam I 621328-329lS 1 7.591 351 301 -15 Shisam_ 631328-329IS 1 7.591 35; 301 8-15iShisam I I 64138329 S 9.421 401 381 8-15iShisam __ 65|328-329 S 4.19! 30i 171 8-15IMango i 6613W§29 ] S 3.931 301 161 8-11IMango 1 -9 328-329 S 4.45! 35! 181 8-s15ShisamI 681328-329IS 4.711 201 191 8-15iMango I 69328-329 IS 6.55i 30! 26 8-15iNeem _ 70 328-329 S I6.28j 40! 251 8-15Pipa! I 71 32-329 Is 6.28i 301 251 8-15!Neem I_ i 72j328-329 IS 3.93! 40i 161 8-15IShisamI 731328-329 S 4.711 40! 19j 8-15!ShisamI 741328-329 S 3.40! 30! 141 8-151MangoI 751328-329 S 4.97i 30! 201 8-15IMango I 761328-329 S 4.191 301 171 8-15IShisamI I 771328-329IS 7.07j 301 281 8-15IShisamI_ I

781328-329IS 3.671 25' 151 8-15IShisamtI _ 791328-329IS I 3.67! 201 15! 8-15ICassia I 801328-329IS 43.14! 20! 131 8-15!Cassia I 871325-32915 I 3.674 25i 151 8-15'Shisam I 821328-329IS I6.559 40i 261 8-15CShisamI 831328-329 S |- 5.241 35i 211 B-15IShisam I 8941328-329IS 3.40! 20' 141 8-15ICassia I i 851328-329lS I 6.281 401 251 8-15IShisam 86i328-329 IS 4.191 20i 171 8-15 jCassia I 87,328-329 IS I 3.40: 20: 141 8-15iCassiaI 88;328-329 ,S 4.971 20T 201 8-151Cassia 89M3S-329 IS 3.401 20, 141 8-15iCas-sia 1 901328-329 I S I 6.81, 40, 271 8-15,:Shisam 1 Detailed Statement of trees Suitable for Transpailntation Package IC(321.10to 393.00) Sr IChain - I Tree IRoadSidelTree Forest No !Age !Side)Girth IHightlAgel Distance !Spuicies,No IRemark I Kms INIS I ft I Yrsl Mtrsi I I 1 2 j314.00 16 1 61 7 1 8 9 10 911328-329 jS 3.671 201 151 8-15jNeem ! i 921325-329 SI 3.40! 201 141 -s15[Neem I l 931328-329IS 14.451 401 181 -8-1IsShisam I______941328-329 S I 4.191 251 171 8-15|Neem I 951328-329 IS 1 5.241 50! 21 8-15Shisam _

961328-329 IS 3.671 201 151 8-s15IShisamI _ 971325-329 IS { 5.761 401 231 -15 Shisarn | I 981328-329 IS 1 7.071 401 251 8-ISIShisam [ 991328-329IS 4.451 401 181 8-15 Shisam i 1001329-330 IS | 4.451 301 18| -15IMango| 1011329-330IS 3.141 251 131 8-15IKarani I I 102 3 s 4.191 25! 17! 8-IKaranj I 1031329-330IS | 5.761 .251 231 8-151Karani I t 1041329330S 1 4.711 25! 191 8-15 Karanij 105 329-330 IS 5.761 25j 231 8-15 Karani I 1061329-330 iS I 3.141 251 131 8-15 Karani I 1071329-330 S I 3.141 25!. 131 8-l5Karanj |I_ 108 3290330 S 1 3.401 25 141 8-15 Cassia I 1091329-330 S 13.671 251 151 8-15Cassia I 1 1101329-330 S 1 6.281 251 251 8-15iMango I i 111 329-330 S 3.671 30 15ji-1'Shisam I 112 329-330 S 4.191 30 171 8-15Mango I 113 329-330 S 3.671 25. 151 8-15 Neem I 114329-330 S 1 3.931 251 161 8-15!Neem I__ 115329-330 S 1 6.28! 35! 251 8-15IMango 116129-33O IS j13.14 20 131 8-15ICassia 117 329-330 S R 1251 151 8-15jShisam 1181329-330 S 14.191 201 171 8-s15Cassia 119329-330 S 4.711 251 191 8-15Mango I 120 329-330 IS 7.331 401 291 -15 Mango I I 1211329-330IS 6.021 40! 241 8-15!Mango I 1221329-330 S | 6.02! 35 241 8-151Mango I 1231329-330 s | 5.241 35! 21! 8-i5 Karan - 1241329-330IS 3.401 25' 14 8-15 Shisam I I 12513290330IS 6.281 251 25[ 8-iSCassia I I 1281329-330 5 1 6.28! 201 251 8-s15Cassia I I 1271329-330IS 1 8.381 401 341 8-s15IMangoI i 1281329-330 S1 I3.401 301 141 8-15IMango I 129 329-330 5 5.24! 35! 21! 5-15IMango I I 130 329-330 IS I 3.141 351 131 8-15lNeem I 131 329-330 s 6.281 301 251 8-15[Mango I 1321329-330 S I 681! 401 271 8-151Mango 133(329-330 IS I 4.451 35! 158 8-15IShisam 1341329-330 S 1 6.511 35! 271 8-15jMango 1351329-330IS ! 3.931 251 161 8-15!Mango i DetailedStatement of treesSuitable for Transpalntation PackageIC(321.10 to 393.00) Sr iChain- | I Tree IRoadSidelTroe IForest i No 'Age ISideiGirthIHightlAgel DistanceISpecies,No Remark I Kms I NISi ft fYrsI Mtrs 11 2 l 314.0016 | 6 1 7 8 9 10 136i329-330iS 15.501 251 22! -i15[Mangoj I 1371329-330IS I 3671_ 251 151 -i15ICassia 1381329-330IS | 4.191 251 171 -15 Jamun 139I329-3305 I 7.331 301 291 8-15IJamun i

1401329-33015 7.331 351 291 8-15Jamun I _ 1411330-331IS 1 8.381 351 341 8-15IJamunI I 142!330-331IS | 8.121 351 321 8-15IJamunI_I 1431330-331IS I7.591 35 301 8-15IJamun I __ 1441330-331IS I8.641 351 35i 8-15IJamun | 1451330-3315 7.331 251 291 8-1iCassia 1461330-33111 3.671 301 151 8-151ShisamI I 1471330-3311S1 7.591 301 301 815IJamunI _ _ -- 1481330-331IS 6.811 301 271 8-15IJamunI 1491330-331jS 1 6.281 301 251 8-15Jamun t 15013303331sj__ 4191J 301 171 815 Jamun I I 1511330-331IS 3.931 301 16 -i15 Shisam I 1

1521330-331IS 6.811 301. 271 8-15IJamun I _ 153j330-331IS I 6.551 301 261 8-15Jamun 1541330-331S 14.711 301 191. 8-15JamunI 15S1330-331S I 6.81 351 271 8-15IShisam I 1561330-331IS 6.811 351 271 &15 Jamun 1571330-331IS 3.401 251 141 815IShisamI 1581330-331S 1 8.381 401 341 8-15IShisamI| 1591330j331S I 3.671 201 151 8-15 Cassia I | 1601330-331I S 3.671 201 151 8-15Cassia I 161I l-331_ S 4.711 25! 191 8-15Mango 1621330-331IS 5.501 301 221 8-15iMango I 1631330-331Is 8.381 351 341 8-15IMango 1641330-331 S I 3.401 251 141 &158cassia I I 165j330-331 S 15.241 401 211 8-15jMango I __ 1661330-331S 14.971 401 201 8-151Mango _ 1671330-331S 4.191 351 171 8-15IShisamI I 1681330-331 S 1 3.141 301 131 8-15IShisam I 169330-331 S 16.281 30i 251 8-15Mango1 1701333-332IS - 8.641 301 351 8-15IJamunI I 1711333-332S 17.591 301 301 8-15iJamunI 1 1721333-3325 I 7.331 301 291 -i151JamunI I 173 333-332 S I 7.071 301 281 8-15Jamun I 1741333-332I I 6.551 301 26 8-S15IJamunI 175j333-332is I 7.851 301 311 8-15Jamun 1761333-332 IsS 16.551 301 261 B-151Jamun I 1771333-3321S 1I8.121 301 32! a-151jamun ; 1781333-332S j3.931 301 16; 8-15JJamun 1 179;333-332iS ,'7.071 301 28! 8-15IJarnun I 180;333-332IS 1I7.071 30! 28i 8-15!Jamun I I Detailed Statement of trees Suitable for Transpalntation Package IC(321.10 to 393.00) Sr Chain - Tree 1RoadSideITree tForest No Age iSide .Girth ,Hight Ageli Distance !SpecieslNo ARemark Kms NIS i ft Yrs Mtrs 1 2 3 4.00 6.6. 7 8 9 10 181,333-332 ,S I 6.81 30, 27i 8-15ijamun 182:333-332 !S 7.851 30: 311 8-15!Jamunt__ 1833333-332IS 7.07; 30: 281 8-15iJamun i_! 184:333-332 iS 1 6.28 30 251 8-15jMango

1851342-341 iS 7.85i 40 311 8-15ISishamI _ 186;342-341 S I3.93' 40! 161 8-15iRaintree ! 187,342-341 'S 4.451 401 181 8-15jRaintreej _ 188&342-341 IS 4.191 251 171 S-1iSNeem i

1891342-341 S i 8.38i 40: 34j 8-15lSisham ___

190;342-341!S 8.1218 40 321 8-15lSisham __ i

1911342-341 iS I 6.021 451 24! 8-15iArduso ____ 1921342-341iS 4.45! 40! 18! -15i1Raintreei 193:342-341 IS j 4.45! 401 181 8-15iRaintree i 194!342-341IS i6.28' 40i 251 8-15IRaintreei 1951342-341,S i3.931 30. 16I 8-15IPipal I 1961342-341IS 4.19i 33_ 71 8-15iRaintreei 197'342-341 IS 6.28' 40! 251 8-151SishamI 198i342-341 iS 16.281 401 251 8-15ISislharn 199!342-341' I 5.76i 35! 23! 8-15ISisham. 200 342-341 IS 3.141 30j 131 8-i15Raintreej 201!342-341iS _! 4.71: 301 19! 8-5IMango j 2021342-341IS 1 7.07t 301 281 8-15IMango 2031342-341IS ! 4.711 301 191 8-15!Sisham i 204342-341 IS 1 5.76! 30¶ 23! -151Raintreel ! 205.342-341IS I 5.24. 25!, 211| 8-i5S.Mango

206 351-350 IN i4.71! 251 191 8-15:Sisham i _i

207'351-350 IN I 3.671 151 15j 8-15:Sisham _ 208'351-350 IN I 4.45;' 251 18! 8-15lSisham I 209'351-350 IN I 4.711 25! 19! 8-151Sishami 210 351-350 IN ! 3.93; 35i 161 8-15!Sisham I I 211351-350 IN | 5.50 351 221 8-15ISishamI 212351-350 IN ! 6551 35' 261 8-15lSisham i 213,351-350IN I 4.19! 301 171 8-15,Sisham i 214:351-350IN ,4.45 25, 181 8-15iSisham 1 215.351-350 IN 1 3.40! 251 141 8-15!Sishamj 216.351-350 'N 5.50! 30! 221 8-15iSisham 217:351-350IN 3.67. 30i 15! B-15Mango I 218 351-350 IN I 3.40! 30, 14! 8-S51Mango 219!351-350 iN 4,97, 30 201 8-15lSisham i 220 351-350 IN 5.50i 30i 22! -15iSisham i 2211:351-350IN 6.28 30 25 8-15;Sisham 222:351-350.N 6.28 30i 25'~ 815'Sisham 223 351-350 IN ;7.07; 25't 28j 8-15:sisharn. 224 351-350 'N -3.93;~ 30i 16~ 815'Sisham 225 351-350 :N 4.71 25: 19: 815 Sisham Detailed Statement of trees Suitable for Transpalntation Package IC(321.'rO to 393.00) Sr Chain - Tree RoadSideiTree :Forest No Age iSide,Girth -Hight;Age Distance- ISpecies,No Remark

Kms NIS 1 ft Yrs; Mtrs ! 1 - 2 3 4.00 -5 6 i 7 8 9 10 226 351-350 jN 5.76: 351 23 8-15:Sisham 227:351-350 IN !4.71; 30! 19! 5-15!Sisham 228:351-350 IN I4.19 30! 171 8-15!Sisham 229:351-350 iN 7.33' 30 29 8-15!Sisham 230'351-350 N 5.24_ 303 21! 8-15'Sisham 231:353-352 S I7.33' 35! 29! 8-15iSisham I 232;353-352IS 3.93 30 16 8-15iSisham 233 353-352 IS 3.14 25i 13! 8-15tSisham1 234 353-352 IS 4,71! 351 19! 8-151Neem 235!353-352 IS 1 5.24i 35 ' 21 8- 15iNeem 23S,353-352IS 1 4.45, 301 18! 8-15iSisham 2371353-352iS I 4.19' 251 171 8-15jCassia 238;353-352IS 5.24! 251 21! 8-15iSisham 239!353-352IS i 7.591 30! 30' 8-15iMango I 240:353-352 IS j 6.02! 30i 24[ 8-1SSisham i 2411353-352tS i 3.93 25i 161 8-15!Mango i 242 353-352 IS I 3.14i 251 13! 8-15INeem 243!353-352IS 65.24i 25! 211 8-115Sisham 2441353-352IS !5.24' 30! 211 8-15ISisham 245!353-352IS ! 6.55; 35i 26' 8-15ISisham 246!353-352IS i 3.671 30ij 151 8-15iSisham 2471353-352IS 3.93, 30i 161 8-15iSisham 2481353-352S I4.45 30j 18! 8-15Sisham 249:353-352 tS t6.02 301 24: 15-iSisham 250.353-352 IS 4.71 25! 19! 8-15iSisham 251.353-352 ! 4.71 20! 19! 8-15!Cassia 252:353-352 |S I 4.71, 20! 19 8-15iCassia 253 t,353-352 IS I5.24: 301i 211 8-15'Sisham 254'353-352 is _ I7.07~ 351 28! B-15iSisham! 255,353-352 Is i 4,7 5 0 -5Sisham 256'353-352 IS 1 4.451 20; 18: 8-15Cassia! 1257.~353-352 jS I 4.71. 30; 19! 8-15;Sisham 258! 353,352 IS i 445; 25, 18i 8-15;Sisham 259;353-352 jS 5.24 35w 21, 8-15iSisham; 260 353-352 IS j4.97 30' 20i 8-15;Sisham: 2-f651353- 3 52 IS I 6.55. 30; 26i 8-15!Sisham 262 353-352 ,S 4.45; 30'~ 18: 8-15;Sisham 263 353-352 IS I 7.85. 35: 31! 8-15iseee 24353-352 !S '5.24; 35, 21i &15;see 265 353-352 IS 4,71: 35~ 19i 8-15; Raintree 266 353-352 j S 7-4.71 25 19i B-15!Sisham 267 353~-352 :S 4.19 30 17: 815rSisham 265 353,352 'S 3.93 30 16ro 815 Cassia 269 353-352 S 4.19 25 17 8-15:Sisham 27_0 353-352 IS 5.24 35 21 8-15 Sisham DetailedStatement of trees Suitable for Transpaintation Package IC(321.10to 393.00) Sr iChain- Tree RoadSide'Tree iForest No lAge !SideiGirth 'Hight.Age: Distance SpeciesiNo Remark Kms NIS ft ' Yrs I Mtrs I 2 3 4.00.5 6 i 7 8 9 10 2711353-352 S I 5.76 35. 23~ 8-15iCassia I 2721353-3521S i 4.45 25i 181 8-151Sishami 2731353-352IS I 4.19 30' 171 8-15iSisham ! 2741353-352IS 5.50, 30. 221 8-151Sisham 2751353-352,S !6.02: 30: 241 8-5 1Sisham 2761353-352I,S I 6,28 30i 25i 8-15ISisham 2771353-352 S i6.28 30i -25! 8-15!Sisham 278i353-352 !S ,6.81; 35i 271 8-15,Sishamr 279 353-352 ISS 4.19, 351 17i 8-15!Sisham 2801382-381iS S 3.40. 25i 141 8-151Shisamj 2811382-381IS 1 3.67 254 151 8-151ShisamI 2821382-381 IS 3.93'7 25i 16j 8-15INeem 2836382-381IS 73.14725! 130 8-15iShisam 2841382-381iS 3.671 251 15i 8-151Shisam 2851382-381 5! i 7550,301 223 8-15!Shisam 301382-381IS 4.7.5 30! 19, 8-151Shisamu 2871382-381 Si 5.24i 473 21' 8-15iAjun 2883382-381,S 5.248 401 21 8-i151Ajun 12891382-381IS 5.76! 403 238 8-15Amun

1291 J382-381 iS I!4.97!i 401i 20, 8-151,Shisam I 12921382-381 ,S 4.497 301 201 8-15IShisam I 2931382-381 S ' 6.281 35! 257 8-15Armun 12941382-381 ,S ii4.19i 351 171 8-15iAdjun 1 2951382-381 S I 9.691 35 il39! i 8151,Arjun 2961382-381 i'S i 8.64i 30i 35i 8-15',Jamun i '

12981382-381 1S 1I7.85~ 35i: 31i 8-15!Jamun i 1299',382-381 IS !6.28i 35i 251 8-151Jamun 3001382-381 'IS I6.02i 351 24; 8-15!Jamun' 3011382-381 ,S I8.12. 350 32' 8-15IJamun 3021382-3811S 76.28'330_ 29' 8-151Jamun I 13031382-381 jS 1i6.55! 351 261 8-15!Jamun 13041382-3^81 iS i15.76; -35. -23 8-151Shisam; 3051382-381 IS i!7,59. 30 301 -8-1-5jJamun, 306 i382-381 fS '7.07: 30 28~ 8-15!Jamun 307!382-381 ,S 4.13- 251 17, 8-15iJamun 130813821-381 jS I7.5gi 351 30i B-15,;Jamun 3091382-381 gS I!7.85: 35' !_311 _8-15!Jam_un_ 31 0!!382-381 S j7.33.35' 29! 8-151,Jamun 13111382-381 ,S !7.85. 35: 31! 8-15':Jamun 312 i!382-381 'S i|7.07, 35, 28' 8-15'Jarnun 313; 382-381 S !6.81, 30+ 27:t 8-15 Jamun 314!382-381 ,S 8.120 30~ 321 8-15IJamun 315 382-381 S 7.33 30' 29~ 8-151Jamun Detailed Statement of trees Suitable for Transpaintation Package IC(321.10 to 393.00) Sr Chain - . Tree iRoadSideVTree Forest i No 'Age ;Side 1 Girth HightliAgel Distance lSpeciesiNo !Remark ,Kms NIS ! ft Yrs jMtrs I 1 2 3i,4.00 5 6 7 i a 9 1 316i382-381 S t7.33: 30!i 29!1 8-15!Jamun i 3171382-381 S 6.02: 30j 241 8-15I'Jamun I 3181382-381'S |6.28 301 251 8-15Jamun i 3191382-381 S 6.28 30! 25j 8-15.Jamun i

3201382-381 iS 1j4 97 301 20i 8-15';Jamun ______3211382-381 ;SS 6.55 301 261 8-15!Jamun I ______3221382-381 S 6.81 301 271 8-15!Jamun i I 3231382-381 IS 3 6.81: 30! 271 8-15lJamun __j 3241382-381 ;S _ 7.33, 30, 291 8-15IJamun I ! 3251382-381 S 1 6.81 30, 271 8-15iiJamun j 3261382-381 ,S I 6.S5; 30i 261 8-15iJamunI__ 3271382-381 S 1 8.12; 30j 321 8-15IJamun i I 3281382-381 'S I 9.69. 301 391 8-15iJamun i i 3291382-381'5I18.90: 30} 36! 8-15!Jamun I 3301382-381 S 8.38 40! 341 8-15!Shisam i 1331|382-381 S 15-24' 301 21! 8-15.Jamun 3321382-381 iS I 7.33' 401 29! 8-15!Shisam 3331382-381 iS j 8.90. 401 361 8-15|Shisam j 3341382-381 'S 8.64: 30! 35j 8-151Jamun I 3351383-382 S | 4.45: 35i 18! 8-15IArdun i 3361383-382 5 3.67 351 151 8-15IArjun I _ 13371383-382 S T 3.40 35! 14 8-15!Ajun ! I 3381383-382 ;S 4.71 351 191 8-15:Arjun I_ ! 3391383-382 i S 6.55 301 26! 8-15IShisam j ! 340:383-382 'S 3.40 201 141 8-15!Arjar i 3411383-382 .S i 4.19. 301 171 8-15Shisam I 342:383-382 ;S i 4.45 301 181 8-15Shisarn I 3431383-382 IS j3.93. 301 16! 8-151Shisam I i 344!383-382 S I4.71, 30! 19! 8-15iShisam ! 345 383-382 5 ,5.50; 35! 221 8-15iKaranj I 346!383-382 IS 4.19 251 171 8-15'iShisam 347,383-382 S 4.45 251 18! 8-15 Shisam i 348i383-382 S 3.93' 251 161 8-i15Shisam ! 349 383-382 S ! 3.40 251 141 -15;Shisam i 350.383-382 S 3.40 25. 14i 8-15iShisam ! 351 383-382 IS 3.67 253 151 8-15iShisam i 1352!383-382 IS 1I7.85. 35i 311 8-15i.Shisam 353:|383-382~S 3.40 25 i 141 . 8- 15 i Neem: -354:383-382 !S ,3.67; 25! 15! 8-15jSihisarn i 355.383-382 :S 3.6r7 25! 151 8-15:Shisamn 356'383-382 'S !3.67 30/ 15! 8-15iShisam! 357:383-382 'S 3.67 30~ 15; B-15'Shisam 358 383-382 S 1!3.67 30i! 151 8-15 Shisam 359 383-382 'S i3.14 30. 13, 8-15 Shisam 360 383-382 S i3.93 30 16; 8-15-,5hisamr Det3iled St2tement of trees Su1it2bleforsTransp!ntmtior PackageIC(321.10 to 393.00) Sr ,'Chain - Tree i RoadSide'Tree i Forest i No ,Age Sidel Gi rth -Hig ht;Age l Distance !SpeciesA o ! Rem2rk !Kms NI!S ft ! Yrs l Mtrs ' 1 2 ,3 4.00 5;: 6 7 8 S 1 361 383-382 S 35.24 30! 21i 8-15'Shisam 3621383-382:S 3.679 30; 151 8-15IShisam 3631383-382 'S 3.93! 30. 16i 8-15lShisam i 3641383-382 5 3.1493,30 163 8-15;Shisam j

3651383-382 1S 3.93! 302 16; 8-15iShisam I _ 3661383-382 S 16.550 35i 261 8-15iShisam 3671383-382 S 4,.14! 251 137 8-15 Shisam i 3681383-382 S j 3.40! 253 146 8-15ilShisam i 3691383-382 iS 16.021 351 24! 8-15lShisam I

3704383-382 S 3.40! 251 141 8-15IlShisam I _ 3711383-382,S 34.19 251 171 8-15,Shisam | i 3721383-382!S i3.936 235 161 8-15iShisam I 3731383-382IS i4.713 25j 191 8-15iShisam i 3784383-382iS 63.14 251 132 815iShisam I 3751383-382iS 3.67! 251 15! 8-151Shisam! 3761383-382 IS i 3.671 25i 154 8-15IShisam I i 3771383-382 iS 3.67i 251 157 8i15ShisamI ! 3781383-382i S i6.81 j351 271 B-15!Shisam 3782383-382 iS 43.671i205 151 8-15jMango j 3801383-382 iS 9.954 45! 401 8-15iShisam ___ 3811383-382 iS 34.194 251 171 8-il51sMango 3825383-382 IS j3419! 251 176 8-15iMango j__ 3831383-382 S !9.42! 30! 281 S-15:Shisam I I 3841383-382 S 13.14 2530 13! 81-5iShisam i 3851383-382 S j 3.93'! 25! 162 15Shisam 3861383-382 S ! 3.9316 301 163 8-15.Shisam I 3911383-382 S 4.971 30! 20! 8-15;Shisam 1 i 3889383-382iS i3.140 302 131 8-15!Shisam i 3891383-382IS i46.281 351 251 8-151Shisam 3901383-382 IS 9.16 352! 3715 8-15IShisamI ! 3911383-382 S 8.12i 35i 321 8-15iShisam 3927383-382iS 1 3.40i 251 14i 8-15'Shisam i i 3931383-382!S 4.71, 251 192 8-15 Shisam 3941383-382IS 3.67i 205 15i 815'Shisam 0951383-382,S 7.859 35i 316 15,Shisam 3961383-382.S 5.128 301 251 8-15:Shisami 397.383-382 !S 3.40. 35' 14 8-15 Shisam I 3981383-382 S S 4.97 25E' 20; 8-15'Shisam 3991383-382~S .3.67; 25: 15. 8-15;ShisamL 400'383-382 jS 3,931 25! 16~ 8-15lShisam;, ' 4014383-382 S 34.19, 35. 16 8-15lShisam 4025383-382 S 4.71 35' 197 8-15'Shisam 403 383-382 S 3.40. 35; 14 8-15,Shisam. 40Q4'383-382~S 3,3.9 35: 16 8-15':Shisam, 405 383-382 'S 4.19, 35! 17 8-15 Shisam' Detailed Statement of trees Suitable for Transpalntation . Package IC(321.10to 393.00) Sr jChain - Tree IRoadSide Tree iForest No lAge SidelGirth -HightAgeI Distance 'Species,No Remark Kms NIS ft Yrs Mtrs II 2 3 4.00 5 . 6 7 8 910 406j1383-382IS 4.71 30i 191 -15iShisam 4071383-382 IS 3.67 301 151 8-15lShisamI 4081383-382 jS I 4.19: 30: 17 8-S15AShisami 4091383-382 (S I 4.71 302 191 8-15iShisamI 4101383-382 IS 43.45 301 181 8-151ShisamI 4111383-382 IS 43.93' 301 161 8-15!Shisam 4121383-382 IS I 4.197 302 171 8-15!Shisam. 4131383-382 S ! 3.93: 301 161 8-15;Shisam I 4241383-3821S I 3.67: 302 151 -15 Shisam 415j383-382 IS _ 64.45 30i 181 8-15tShisam I 4161383-382 Is T 4.71 30' 191 8-15IShisam 4127383-382 S 34.149 301 171 8-15 sjun I i 4181383-382iS ' 4.19: 302 17! 8-15,Arjuni

4291383-382iS 43.4 25i 131 8-15iShisamI 4211383-382 IS ! 4.19; 251 171 8-15'Shisamj 4223383-382IS i4.179. 251 201 8-15,Shisam I 4234383-382 S 1 3.149 251 131 8-15IShisamj 4241383-382 (S I 4.19: 251 171 8-15;SPipal j 4251383-3824301383-382I S 3.67136.819 50i2 51 271151 8-15!Shisam8-15IShisam!i 43 .8-8.S 3.7_0 5 -5Sia 4261383-382IS 'I 3.40. 302 141 8-15Shisam i 4273383-382iS !340. 30i 141 8-15SShisam! 4281383-382',S 1 4.19 251 17' 8-15'Shisam 1 4291383-382IS 13.149 25i 131 8-15.Shisam . 4301383-382 iS j3.679 25; 15! 8-15'Shisam 44311385-382S !3.67,4 30 1j 8-15Shisam I 4324383-382 S 4.193 30I 171 8-151ShisamI 4335383-382IS 64.19 25 1721 8-15!Shisam 4346383-382 S 3.9318 251 161 8-15,Shisam i 4351383-382 IS 43.937.253 196 8-15:Shisam'

4361383-382 IS . 4.19; 25i 17 8-15 Shisam i 4371383-382 S j13.93! 251 161! 8-15;Shisam1 438138,3--32 FS j3.14! 25j 131 8-15 iShisam! 4391383-382!S ! 4.19: 25!. 17' 8-15:Shisa-mI 4401383-382 I s ,,4.19. 25 17! 8-15, Shisam . 441 Ij383-382 I S j3.93- 25t -16; B-15 Shisam, 442i383-382 iS 3.93: 25, 16! &-15;Shisam, 443!385-384 ,4194 30, 171 8-15'Shisam I 444,i385-384!S 1!3.934 30~ 1161 8-15:Shisam I 4~451385-384IS I 6.55- 35.: 261 8-15 Shisami 446i385-384 'S Ji 8.12 35~ 32 8-15 Shisam 1447,385-1384 iS 4.71 30. 19, 8-15 Shisam: 448i385-384 i S .4.19 25 17i 8-15 Shisa,m._ 44935-384 ,S 7.85 30 31: 8-15'Shisam 450'385-384 iS 4.45 30.18i-15 Shisam Detailed Statement of trees Suitable for Transpalntation Package IC(321.10 to 393.00) Sr iChain - Tree j RoadSidejTree jForest No lAge iSide Girth ,Hight;AgeI DOitanceiSpecies'No Remark IKms i NIS, ft, Yrs: Mtrs ' 11 2 ,3, 4.00 6 6. 7 i 8 10 4511385-384IS 4.19 30: 17i 8-15IShisamI 4521385-384 S i8.38 40; 34' 8-15iShisam I ; 4531385-384 S !6.02 35i 24! 8-15!Shisam 4541385-384 IS 4.97 35 20 8-15lShisam I 4551385-384 jS ! 3.93 251 161 8-15IShisam 4561385-384 s 6.02; 301 241 8-15IShisam__ 457 385-384 IS 6.28 35i 251 8-15lShisam j 4581385-384IS 5.76 351 231 8-15lShisam I 4591385-384IS 4.19 301 17i 8-15lShisam I 4601385-384IS I 4.19 30i 171 8-15IShisamI 4611385-384t,S 5.76' 321 231 8-15|Shisam I 4621385-384IS 1 5.24 51 211 8-151Shisam| 463 385-384 IS 4.71; 25j 191 8-151Shisam i

464j385-384 IS !4.45; 301 181 8-15!Shisam _ 465|385-384 IS ! 3.40 30i 141 8-15lShisam I 4661385-384 IS i3.40 28i 141 8-151Shisam 1 i

4671385-384 TS 3.14: 28; 131 8-15IShisam I ___ 4681385-384 IS 1 3.93 281 161 8-15iShIsam __' 4691385-384jS 4.71 301 19' 8-151ShisamI 4701385-384IS 3.40. 28i 141 8-15iShisam I i 471 385-384 IS j3.40 281 141 8-lSIShisam I 4721385-384IS i 7.33 50i 291 8-151A'jar 4731385-384IS 7.33 50l 291 8-15IArjar j__ 4741385-384 S j 6.02. 301 241 8-15IShisam I ! 4751385-384 'S i6.02' 251 2411 8-15!Shisam I 4761385-384 IS 4.71. 30i 191_ 8-1iSShisam | 4771385-384IS 4.71, 30i 19! 8-15 Shisam I i 4781385-384 IS I4.191 301 171 8-15IShisam | 4791385-384iS I4.97i 30 201 8-15lShisam i 4801385-384jS ' 7.85 351 311 8-15ilShisamj 4811385-384IS i 5.50 351 22! 8-15iShisam I 4821385-384iS 1 4.71; 35' 191 8-15iShisam ! 4831385-384IS ! 4.45, 501 181 8-151Shisam 4841385-384'S 4.97 50i 20: 8-15iShisam !

485i385-384 S . 4.97, 451 201 -i15IShisamj 4861385-384IS 5.24; 35. 211 8-15iShisam I 4871387-386.S 3.67, 20i 151 8-15IShisami 4881387-386 S i 3.67 25: 151 8-15'Shisam 1 489,387-386 jS 4.71 30i 191 8-15jShisam 490!387-386 IS i 5.50 301 22; 8-15IShisam 491,387-386 IS 4.19 30 17: 8-15IShisam 492387-386 S 4.45 25 18' 8-15 Shisam ! 493,387-386 iS 4.71 25, 19 8-15Shisam 494:387-386 'S 4.19 20, i1 8-15Shisam 495!387-386 *S 3.93 20 16 8-15'ShisamI Detailed Statement of trees Suitable for Transpalntation Package IC(321.10to 393.00) Sr (Chain - I Tree IRoadSide Tree |Forest I No !Age tSidelGirth iHight Age Distance Species No iRemark I Kms N/S I i ft IYrs Mtrs I___I II 2 3 1 4.00 1 6 I G 1 7 8 9 I 10 4961387-386-:IS 1 5.241 251 211 8-15Shisam I 4971387-386IS 1 3.93 25j 161 8-15 Shisam I I 4981387-386 IS 1 6.811 301 271 8-15 Shisam I i 4991387-386 IS 1 3.931 30 161 8-15 Shisam 5001387-386IS i 4.971 301 201 -15 IShisamI I 5011387-386 S 1 4.191 301 171 B-15Shisam T 5021387-386 S 1 4.711 30 19j 8-15 Shisam I 503(387-386 (S i 4.71 301 191 8-15IShisam I 5041387-386 IS 1 5.24i 301 211 8-15jShisam I 5051387-386 IS I 4.971 301 201 8-15lShisam I 5061387-386 IS 1 5.761 401 231 8-15IShisam 1 I 507(387-386 IS I 5.241 357 211 8-151Shisam I 5081387-386IS I 5.241 351 21) 8-15 Shisam I 509(387-386lS i 4.711 351 19( 8-15 Shisam | 510T387-3865S I 3.931 351 161 8-15 Shisam I i 5111387-386IS I 5.761 3Sf 231 8-151ShisamI Detailed Statement of trees Suitable for Transpaintation Package IC(321.10to 393.00) Sr IChain - Tree IRoadSide lTree IForest I No lAge ISidelGirth HightiAge| Distance SpecieslNo IRemark Kms NISI1 ft Yrsl Mtrs I I 2 1 3 i4.00 6 1 6 1 7 8 9 1 10 4961387-386'IS i 5.241 251 211 -15 Shisam 4971387-386IS I 3.931 251 161 8-15 Shisam 4981387386 IS | 6.811 301 271 8-15 hisam I 4991387-386IS | 3.931 301 161 8-15|Shisam 1 5001387-386IS | 4.971 301 201 8-15(ShisamI _ 5011387-386 S 4.19 30 171 8-15 Shisam 5021387-386IS | 4.71 30 191 8-15 Shisam I 5031387-386IS I 4.711 30 191 8-151ShisamI 5041387-38 S 5.241 301 211 8-15 Shisam I 5051387-386IS 1 4.971 301 20 8-15 Shisam I 5061387-386IS 1 5.761 401 231 &15IShisam I 5071387-386IS 1 5.241 351 211 8-15 Shisam I 5081387-386IS | 5.241 351 211 8-15 Shisam I 5091387-386iS | 4.711 351 191 8-15jShisam I 5101387-386|s 1 3.931 351 161 8-151ShisamI 511i387-386 IS I 5.761 351 231 8-15iShisamI Detailed Statement of Suitable Trees for Transplantation Chainagewise Package IC ( 330Kms- 394 Kms) FSr IChain - Iroadside I FForest INo Age iSide Girth |HightlAge IDistance Species INo. Remark | Krns |INISjft ft lYrs! Mtrs 1 2ffi 1 13 37 1 S S 5121 3;5 000 S 3.40 451 141 12!Sisam 5131 335000 S 3.40 401 141 12Sisam 51,4 335.000 | S 3.40j 451 141 1_2Sisam 515 335.000 |N 3.40 401 14 loMango I 516 335.000 i 3.66 45 15 10 Mango 517 335.000 N 3.66 40 15 10 Mango 518 335.000 S 3.14 50 14 10 Sisam 5191 335.000 N 3.14 50 14 10 Sisam I I 5201335.000 N 3.14 55 14 10 Sisam 521 335.000 N 3.141 40 13 10Neem 522 335.000 N 3.40 45 14 10 Neemr 523 335.000 N 3.14 50 13 10Neem 524 335.000 N 3.40 451 15 10INeem 525 335.000 N 3.141 401 14 10|Neem I_ I 525 335.000 N 3.40 401 161 1CNeem I_ I Fr527 335.000 N 3.401 35 15 10 Neem i528 335.000 N 3.40 35 14 10 Neem j529 335.000 jS 3.40 40 15 10 Sisam 5301 335.000 S. 3.401 501 41 10 Sisam i531j 335.000 I N 3.401 5ol 151 12 Neem I |532[ 335.000 | N 3401 451 141 12 Neem 15331 335.000 N 3.141 451 141 10Neem |5341 335.000 |N 3.141 401 141 lo0Emli |5351 335.000 T s 3.931 401 20j B|Mango |5361 335.000 I S 3.40 401 16| 8 Mango 15371 335.000 IS 3.141 401 101 8 Cassia 538 335.C0001 S 3.141 401 81 8 Gassia | 539[ 335000 S 13.141 401 91 8 cassia | 5401 335.000 N 13.66 401 151 10 Sisam I I 15411 335.000 |N 3.141 401 121 10|Mango i |5421 335.000 N |3.141 401 101 10|Mango 15431 335.000 S 1 3.661 401 151 10 Mango 544 335.000 S1 3.66l 401 161 15IMango I 54 335.000 1 N T 3.40 401 14 l|Sisam10 I546| 335.000 N |3.14 401 12| 10 Sisam I 15471 335.000 S 13.401 401 141 10Drumstcks 548 335.000 |S 3.661 401 121 10 Mango 549t 335000 S1 3.141 401 8 8 Cassia I 1550 335.000 S 13.141 401 9j 8 Cassia I 5511 335000 S |3.141 301 81 8 Cassia I 1 5521 335.000 |N 3.141 401 151 81Neem 15531 335.000 N 13.401 351 161 81Mango |5541 335.000 | S 3.141 401 131 8|Sisam I I 5551 335.000 | SI 3.401 501 121 10lSisam I _556 335.000 |N 3.141 501 141 8|Mango 557 335.000 S j3.661 501 161 81Sisam I I 558j 335.000 S 13.141 401 9! 8 cassia I I 559 335.000 S 13.14l 401 8 j 8Cassia I I |5601 335.000 jS 3.661 45 131 10|Mango i I 551 335.000 S 340 45 12| 8 Mango l 562 335.000 N |3.661 451 131 8|Mango I 553 335 000 S 13.661 451 141 10)Mango I 564 335.000 | S I 3.661 45C 131 10|Mango t 5651 335 000 I S 3.661 451 121 10 Mango 5661 335.000 S |3.931 451 15j 81sisarn i5671 335.000 S 1 3.401 451 131 81Mango_ 5681 335000 ! s 3 141 45 141 8ISisam 569! 335000 1 S I 3141 35. '31 8lSisam 5701 335000 I N 3 141 301 91 BIKaran_ J35O0INI 314 301 91 8IKaranj_ 2 ~00 S 314 351 8 8 Cassia I ~~35.0O S 314 381 8 I Cassia 5741 350 S 3.6 401 161 8lMango I F575 3300 N 340 401 121 8Mango I 5761350 N 314 401 181 8sSisam I 5733.000 Is 3.661 401 181 8 Sisam I 57 3.000 IN 3.401 401 19 8 Mango F 59135 00 S 3.931 351 221 61Sisam I 58039.00 S 3.14~ ~40 9 8 Cassia 58139.00 S13.14 __55 14 8Sisam I F~239.000 S13.141_ 451 151 8 Sisam- [II~359.00 S13.661_ 501 191 8 Sisam I 7~439.000 S 3.401_ 501 101 10 Cassia I 7585 359000 S13.141_ 551 151 10 Mango I 5861 359.000 1S13.661 551 191 10 Mango I 587 359.000 1S 3141401 141 12Umbar I 581 359.0 JS 3.141 501 191 10 Mango 58135 0 1S13141 501 181 10lmango I j5901359.00 S 3.661 40i 231 10 Mango I 1591139.0001 3.141 401- 8 1 8 Cassal I 15921 359.000 1S 3141 401 91 8Cassia I____ 1591 39.OO S13.141 351 8 1 8 Cassia I

1 591 3 9. 0 S 1 3.141 351 81 81C ssia ______

155L35.000 1S 3.141 301 91 8 Cassia ______

1596 359000 S13.141 401 8 8 Cassis ______

1597 359000 S13.141 501 71 8 Cassi'a ______

1591 159.00 S13.141 501 131 12ISisam ____ 1599359000 S13.141 401 9I 8Cassia 16001 359.000 1S13.141 501 101 8 1Cassia I___ I6011 359.000 S13.141 501 121 12 Sisam I______16021 359.00 S13.141 501 151 12Sisam I______

16031 359.000 S 3.141 50 - 9 I___ 6Cassia ____ 16041 359.000 S 6.541 501 23 8sisam

16051 359.000 S 3.14i401- 8 8aCassia ____ 16061 359.000 S 3.141 351 9 8 Cassia

16071 359.000 S 3.141 401 81_ _8 Cassia (6081 359.000 S 3.141 40 81 8 Cassia

1609 359WO S13.141 401 91___ 81Cassia ____ 1 11 359.000 1S13.661 50) 141 12 Sisamr I 1611 359-0001S13.141 401 81 8 Cassia I 1612 359.000 IS13.141 401 8 ____8 Cassia I 1613 359.000 1S 3.141 401 9 8 iCassisa 1614 359.000 1S13.661 401 141 12 Mango 615 359.0001S 3.141 401 6 I___ 6Cassia I 6161 359.0001S 3.141 401_ 9 1 8 cassis 16171 359.0001S13,141 451 8 I___8 Cassia I I6181 370.000 1S13.141 301 .8 4ICassia 1 16191 370.000 5 13.141 301 81 4Cassia 16201 370.000 1S13.661 401__ 6 Cassia I____ 16211 370.000 N 3.14 -301_ 81 6 Cassia I______

1 62130 F0N _ 3.14] 30 I_81 6ICassia I______

62 1 37 .0 S 1 3.141 301_ 81 6 Cassia I______6241 370,000 1N13.141 301 8 61 Cassia I______e251 370.0001N13.141 301 8 1 6 Cassia I___ 6261 370.00 1N13.14 301 8 I 6Cassia I

627 370.000 S 3.141 301 8 I6 assia ______I628 370.0001S13.141 301 8 ~ 6Cassia I i6291 -370000 IN 3141 301 8 S1Cassia I I 6301 370.0001S13.141 30 8 I 6 Cassia I F631 370000 S 3.141 30 8 6ICassia 1621370.000 1S 3.141 -30 8 6 Cassia 16331 370.000 S 3.141 30 8 1 8 Cassia DI S 3 jzl 301 I01 Bs;sprn I 3F370.0001 S13 141 50, 121 8Sia |6-36| 370000° S 3141 50 11 I BSsam I j 5371 370 50 12 7Sisam 5013j 37000 S 314 8 Sisam 635l 370000 S 314 50 121 e Sisam 5 30.000 S 3 14 50 131 8BSisam 641 30.000 S 3.14 50 11 lOSisam 1 2 003.141 S S 11i 8 Sisam I 30.000 S 3401 55 1411 2 Sisam I 6441 370.000 S 3.141 55 141 12 Sisam I 645 370.000 1S 3.14 55 11 12 Sisam I 64 370.000 S 3.40 50 14 12 Sisam 647 370.000 S 3.40 55C 14 10 Sisam I 648 370.000 S 3.40 50 141 Sisam I 6491 370.000 S 3.66 50 13 8 Sisam L 650 370.000 S 3.66 50 15 8 Sisam I_.. | 6511 370.000 S 3.66 50 151 8 Sisam I 6521 370.000 s 3.66 50 141 8 Sisam 6531 370.000 S 3.664 50S 141 81Sisam .. _i_|__ 6541 370.000 !s 3.401 50 121 1 Sisam 6551 370.000 1S 3.40 50 141 10 Sisam 6561 370.000 ! S 3.40 _50 14 10 Sisam t6571370.000 !s1 3.40 55 141 10 Sisam I 16581 370.000 S1 3.40 50 131 8 Sisam I |6591 370.000 |S 3.14 50 131 8 Sisam r6601370.000_| S 13.14 50 121 8 Sisam I t6611 370. 000 IS13.40 551 141 8 Sisam I______

1 6621 3770.000 IS 13.40 __551 141 8 Sisam I______

6631 370.000 |S13 14 451 13 10 Sisam I_ _ 6641 370.000 S 13.14 50 131 8 Sisam I 6651 370000 j S 3.14 50 131 8 Sisam I 6661 370.000 S 13.141 50° 132 8|Sisam I 16671 370.000 N1 3.141 501 121 81Sisam I__ |6681 370.000 N 3.14 5s 121 8I Sisa 16691 370.000 1S13.141- 501 121 8 Sisam 6701 370.000 | N i 3.141 50i 131 8 Sisam I |6711 370.000 S 3.14 50 131 8Sisam 6721 370.000 s 3.14 50 13 8 Sisam ______6 370.000 S 1314 50 13 8 sisam I__ _ 16741 370.000 | S 3.14 50 131 Sisam I 675 370.000 S 3.14 55 131 10 Sisam I 676 370.000 S i3.141 501 131 10 Sisam |I| |6771 370.000 | S 3.141 501 121 10iSisam I 678 370.000 1 3.414 45 112 10Sisam 6791 370.000 S 13.141 501 121 10Sisam I 6801 370.000 I 13.401 50! 121 81Sisam I 6811 370.000 IS1 3.41 501 13 8Sisam I____ 6821 370.000 S1 3.141 501 13 81Sisam i 6831 370.000 ST 3.41 501 121 10jSisam I___T 6841 370.000 I S 1 3.141 501 121 8 SisarrI |67 370.000 |S 3.141 501 134 10ISisam I 688 370000j SI 3.14( 501 131 81Sisam I 6871 370000 I N1 3.141 501 141 1sisam 5688 370.000 S |3.141 501 131 10Sisam 6891 370.000 S 3-14 551 121 6Sisam I 893 370.000 1S 3401 451 12 81Sisam |691 370 000 ISN 3-141 501 131 8 Sisam I 69'370.000 IS 31 ~55 131 8 Sisam 6931 370000 IN 3.141 55i 13( lO1Sisam I 6941370 000 I S 3661 501 131 10 Siam 1 655 370000 I S 1 3.14 501 131 81Sisam . jI 6961 370 000 N 3 401 501 141 10 Sisam 65971370 OOC I S 3 40 50 14 0 Sisam 73!0000D N j 3 401 501 131 10Sisam 5q99 -00nn0 S 401 501 I 4 l0Sisam I 70C1 37C000 i S 1 314 50O 131 losisam 70t1370.000 S 3.14 SO 13 10|Sisam - 702 ;70.000 S 3.40 50 13 1O0issam 70 370000 S 3.14 50 13 1O0Sisam 7041 370 000 N 3.14 501 121 41Sisam |705 370.000 I S 3.14 50 121 5 Sisam 706 370000 S 3.141 50 121 5 Sisam 707] 370.000 S 3.401 50 131 10 Sisam 708 370I000 S 3.141 50 131 10 Sisam ._ 709 370.000 N 3.14 C50 11 lo|Sisam I 7101 370.000 N 3.141 50 13 10 Sisam 711i 370.000 S 3.141 50 12 10 Sisam 7121 370.000 S 3.40 55 12 10CSisam -I . 7131 370.000 S 3.14 451 13 10CSisam .I____ _ 714] 370.000 N 3.14 50 131 10 Sisam _ 715] 370,000 S 3.141 55 131 l1Sisam 716 370.000 N 3.14 55 131 1C Sisamr 717 370.000 S 3.141 55 131 1jC Sisam 718 370.000 S 3.141 55 131 6 Sisam __ 719 370.000 S 3.141 551 13 Sisam ___ 720 370.000 S 3.40 50 14 . 8 Sisam __ 721 370.000 N 3.14 50 12 8 Sisam 0 722 370 000 S 3.14 50 13 8 Sisam __ 723 370.000 S 3.14_ 50 13 10 Sisam 724 370.000 S 3.141 50 13 a Sisam 725 370.000 N 3.141 50 13 8 Sisam 726 370.000 S 3.14 501 13 10 Sisam 727 370.000 S 3.14 50 13 8 Sisam I 7281 370.000 N 3.141 50 13 . 8 Sisam _ 7291 370.000 N 3.14 50 13 Sisam I 730173 000 S 3.141 50 13 8eSisam I

7311 370.000 S 3.141 50 31 8 Sisam _ 7321 370000 1S 3.141 50 131 6ISisam 7331 370000 N 3.14 50 131 lOSisam 7341 370.000 N 3.141 45 131 l10Sisam 7351 370.000 S 3.141 50 131 lOSisam r7361370 000 S 314 45 131 loSisam 73~7 370.000 S 314 50 131 1OSisam 738 370.000 S 3.14_ 501 13( 8 Sisam 7391 370.000. S 3.14 501 131 10 Sisam 7401 370.000 S 3.14 501 13j 10 Sisam 741( 371.000 S 13.141 50 131 8Sisam I j7421 371.000 S 13.401 551 12j 81Sisam I 7431 371.000 N 3.14 451 131 81Sisam I |7441 371.000 |N 3.14 451 131 81sisam I 745j 371.000 13.661 501 131 81Sisam I |7461 371.000 N 3.141 501 131 81sisam I 747j 371.000 N |3.141 50j 131 8 Sisam I I I i7481 371.00O| S 3.141 451 131 jSisam I |7491 371.000 |S 3.66 50i 131 1oisisam _ I750 371.000 |S 3*141 501 131 10|Sisam I

1751. 371.000 |N 3.141 501 131 10 sisam __ I |7521 371.000 N 3.141 501 131 10|Sisam I 7531 371-000 IS 3.14 501 131 1O0Sisam I 7541 371.000 S i3.141 50i 13i 1olsisam I_| _ j 7551 371.000 IN 3.141 451 131 10 Sisam I 7561 371 000 NQ 3.141 501 13 10Sisam 7571 371.000 S 3.661 501 151 10 Sisam 7581 371.000 S 1 3'14 501 131 10jSisam I |7591 371 000 | S j 3 141 501 131 10ISisam I 7601 371000 S | 3401 50j 131 10|Sisam j 761 371.000 N 13.401 451 13j 10 Sisam I |7621 3-1 000 9N 3.401 451 131 10 Sisam I i7631 371.000 iS 3 141 50s 13i 10 Sisam I 7641 371000 |N i 3 401 s50 13 10 Sisam 1 7651l 371 000 N 3.401 501 131 10 Sisam 767 371.000 N 3.40 50 131 1s lsam 767 371.000 Nf3.40 50 13 loSisam 7661 371 000 S 3 40 50 13 10 Sisam 769 371.000 N 3.14 50 131 8 Sisam 770 371.000 N 3.14 401 131 e_Sisam 7 371000 1S 3.40 50 131 8Sisam ,2 371000 S 3.40 50 13 _ _ Sisam I ,,3 371.000 S 3.40 50 13 82Sisam 774 371 000 N 3.40 50 13 8 Sisam 775 371.000 N 3.401 50 13 Sisam 776 371.000 S 3.40 50 131 Sisam __I 777 371.000 S 3.14 50 13 8 Sisam 778 371.000 S 3.40 50 13 8 Sisam I_ I 779 371.000 S 3.40 50 13 8 Sisam I_I 7801 371.000 N 3.14 50 13 8 Sisam I 781 371.000 N 3.14 50 13 8 Sisam I 782 371.000 N 3.40 55 13 8 Sisam I 783 371.000 N 3.14 504 13 8ISisam , 784 371.000 N 3.14 45 13 8 Sisam

781 371.000 N 3.14 50 13 8Eisam _i 786371.000 N 3.14150 13 8 Sisam I 7 711000 S 3.66 50 13 8 Sisam I I7B1 371000 N 3.40 50 131 8 Sisam I 7891 371 000 N 3.40 50 13 8 Sisam 790 371.000 IN 3.14 50 13 8 Sisam j 7931371.000 N13.14 50i 13 8 iSisam 794 371000 S 3.14 50 13 B Sisam 793 371.000 S 3.14 50 13 8 Sisam 7941 371.000 N 3.14 50 13 8Sisam 7951 371.000 S 3.14 351 13 8Sisam ______7961 371.000 S 3.14 50 13 8 Sisam

7971 371.000 N 3.14 50 13 0 Sisam 80N31371.000 S 314 50 13 6 Sisam _8001 371-000 S 3.14 50 13 6 Sisam | 8011371 .000 SN 3.14 501 131 6 Sisam I |I801 371.000 |N S 3.14 50l 131 6 Sisam I |8031 371 000 SN 3.40 50 131 8 Sisam i_ I 8041 371 000 N 3.140 501 131 8 Sisam i_ I |8056 371 000 INS 314 50j 131 8jSisam I I_I

i8061 371.000 jN 3.14 451 131 12Sisam i I | 8071 371.000 | N1j3141 451 131 10|5isam I I | 801 371.000 NS 314 451 131 10Sisam I_ I |8091 371.000 S |366 501 131 8|Sisam I_I 8101 371000 S1 3.14 501 13 8 Sisam I__ |8112 371 000 N |314| 50 13 108Sisam I I |8123 371.000 N 3.141 50j 13j 8 Sisam I I 8131 371.000 S j3.401 50 131_ 7Sisam I I 8141 371.000 S 3.141 451 131_ 6Arjun I I 18151 371.0001S13.141 4 13___8 amun 8161 371.000 |S 3.141 501 13 12|Jamun ICetral BankMahouli 8178 371.0001 S 3.141 501 133 1jArjun I 1 8181 371.000 S 3.141 501 13 12lArjun I 8191 371.000 jS 3.401 501 13 12|Arjun I I S 8201 371.000 jS 3.141 501 13 1Mahou2Arjun i 8211 371.000 S i3.141 50i 131 12ISisam i |822[ 371.000 S 13.141 401 131 12IJamun i_ I 8231 371.000 NS 3.41 40j 131 12|Arjun I I 8241 371.0001N13.401 501 131 12ISisam II 8251 371.000 N 3.141 451 131 10lSisam i_ I 8261 371000 S 3401 451 131 8Jamun 8271 371 000 IS 3.661 501 131 7 Sisam 8281 371.000 N !_3.661 501 131 4 Sisam 8291 371 000 , .4i 50 13| 10 Sisam |8301 371 000 IN | 3.141 501 131 BlAr)un 831 371.003 N 3141 501 13[ 4ISisam I 832 371.000 S 3.14 45 13 10Jamun 833 371 000 S 3.14 501 13 SISsarn 634 371 000 S 314 451 131 1Sisam 635 371.000 | N 3.40 501 131 8Sisam 836 371.000 S 3.14 401 131 BJarnun 837 371.000 I S 3 40 501 131 7|Sisam 838 371.000I N 3.14 55 13 61Sism

839 371.000 j N 3.14 45 13 715isam ______840 371.000 N 3.14 45 13 7 Sisam 841 371.000 S 3.14 50 13 12Arjun I 842 371.000 S 3.14 50 13 1CArjun I 843 371.000 S 3.40 501 131 10 Jamun I 844 371.000 S 3.40 515131 1 Sisam I 845 371.000 S 3.401 10Jamun I 846 371.000 N 3.14 45 13 E Sisam _. 847 371.000 N 3.14 t45 13 8 Sisam 848 371.000 N 3.14 50 13 4 Sisam

491 371.000 N 3.14 50 13 4 Sisam _ 850 371.000 S 3.14 SO1 13 4 Sisam 851 371.000 I S 3.14 SO 13 4 Sisam 852 371.000 N 3.14 50 131 10 Sisam ._ 853 371.000 S 3.14 50 13 12 Sisam 854 371.000 N 3.14 45 13 8 Sisam 855 371.000 N 3.14 40 13 8Sisam _ 856 371.000 S 3.14 451 13 loamun

8571 371.000 S 3.14 451 13 10 Arjun _ 858j 371.000j S 3.14 45 13 8jSisam |8591 371.000 N 3.14 45 13 B|Sisam 1860 371.000 S 3.14 45 13 8IJamun r8611 371.000 S 3.14 50 13 Sissam ______862l[ 371.000 N 3.14 50 13 8|Sisam |_ _ 863 371.000 S 3.14 40 1'3 12|Arjun __ .__ _ 864 371.000 S 3.14 501 13 7|Sisam _ 865 371.000 N 3.14 501 13 6 Sisam | 866 371.000 S 3.14 501 1'3 6 Sisam 867 371.00 N 3.14 401 13 7-Sisam 868 371.000 S 314 40 13 12 Arjun j8691 371.000 S 3.14 50 13 61Sisam j j8701 371.000 j S 3.14 501 13 6 Sisam _ 871 371.000 N 3.14 401 1t3 6 Sisam 872 371 000 S 3.14 401 13 6 Sisam

873 371.000 N 3.14 401 13 6ISisam _ 874 371.000 N 3.14 401 13 6 Sisam I_I 875 371.000 S 3.141 501 13 6|Sisam I 876 371.000 S 3.141 401 13 61Sisam jI__ 8771 371.000 IS 3.141 401 131 6ISisam I 8781 371.000 iS |3.141 401 131 6ISisam jI 8791 371.000|N 3.141 401 131 6| isam I 880| 371.000 |N |3.'41 401 131 6SSisam I 881|371.000 - S 3.141 501 131 6 Sisam I j8821 371.000 1S 3.401501 131 6|Sisam 8831 371.000° N j3.141 501 131 SISisam 8841 371.000 |S |3 661 501 131 61Sisam j851 371°000!N |3'41 50 131 81Sisam j 8861 371 000 S 13.141 50 131 81Sisam ___ |887i 371 0DO iS 13.141 50j 131 81sisam i_i |8881 371 000o 5s| 3.141 451 131 81Sisam _ j 8891 371 000 |S |3 148 451 131 8 Sisam I 890 371.000 ]N 13.401 451 131 1O0Sisam 891 371.000 !N 3.141 451 131 10lSisamr I_ I_._ _ |8921 371.000 ! N j3.661 501 16j 12 Mango I_I 893 371000 IN 3.661 501 161 12IMango _ |8941 371.000 IN 1 3.141 451 131 12|Neem |8951 371 000 IN 3.661 451 131 1O0Sisam __..__ ._ 896 371 000 IS 3.66 451 1313 Sisam I 897 372 000 N 3.93 451 14 10 Sisam I 898 372 000 S 36 451 141 tCSisam8 899 372.000 I N 3.14 40 13 10 Sisam I 900 372 000 j N 3.14 40 13 lOSisam I 91 372.000 j N 3.40 50 13 10 Sisam I 902 372.000 N 3.14 50 13! 10 Sisam I r903 372.000 1N 3.14 50 131 10 Ficus I 904 372.000 N 4.71 50 24 5 Bargad I I 905 372.000 S 3.93 50 171 7 Sisam I 906 372 000 S 3.66 50 15 6 Sisam I 907 372.000 N 3.14 30 8 4 Cassia 908 372.000 S 3 14 30 8 4 Cassia 909 372.000 S 3.14 30 8 6 Cassia 910 372.000 S 3.40 45 13 8 Sisam I9111 372.000 S13.66 501 131___ 8 Sisam 912 372.000 S 4.19 50 171 8 Sisam 913 372 000 S 3.14 30 8_ ICassia 914 372.000 S 4.71 55 221 8 Sisam 915 372.000 N 4.71 55 221 8 Sisam I 916 372.000 N 4.71 553 221 8 am I91 372.001 S 3.14 30 8E 8 Cassia 191 372.000 N 3.14 530 8e 8 Cassia 9191 372.000 S 3.14 55 E8 8 Cassia . 920 372.000 I. S 3.141 35 8 7 Cassia 9211 372.000 |S 3.141 35 8 9 Cassia

19221 372000 1S 3.141 351_ 81 6 Cassia ___ 9231 372.000 |S 3.141 40 15 12 Mango _924 372 000 S 3.141 40 15 12 Mango 1925 372000 S 3.664 45 151 12 _Mano

|9261 3000 S 3.661 45 15j 12 Mango _ j927j 372.00 S 3.401 30 8j 4 Cassia i | 9281 372.000 | N |3.141 301 81 4 Cassia |9291 372.000 N 3.141 30 81 4 Cassia 19301 372.000 N 13.401 50 141 6 Sisam

9311j 372.000 N 3.931 50 15 6iSisam _ 9321 372.000 Ni 314 30i 8 4 Cassia j 933j 372.000 N 3.14 30 8 41Cassia

9351 372.000 S 4.19j 50 15 10 Sisam 9361 372.000 S 3.93 50 15 10 Sisam 9371 372.000 S 3931 301 151 10 Sisam _ 9381 372.000 N 3.41 301 8 4[Cassia |

9391 372.000 S 3.931 501 161 _ ISisam __._- 9401 372.000 N 13.661 501 86|Sisam j |941 372.000 S| 3.41 301 8 10 Cassia

942 372.000 S 33.141 301 _8 10 Cassia _ j9431 372000 N j3.141 401 13 10 Sisam - 944 372.000 N 3.14 401 13 10 Sisam j 9451 372 000 IS14.711 501 19 10Sisam I 9461 372000| N 3.141 301 161 4 Sisam I 9471 372.0CO S 13.661 501 17 6 1Sisam I 9451 372.000 S 13661 501 171 6 Sisam I |9491 372.000 |N |3141 451 15 6 1Sisam I i9501 372.000 N 3.141 451 161 6iSisam i i9511 372.000 N |4.191 501 18| 61sisam |9521 372.000 1 S i 4.191 50 19| 6|Sisam I 9531 372.000 |N 3.66| 501 171 7 Sisam I_ 954 372.000 | N 3.66j 55j 17l 7 Sisam _ j9551 372000 [N jN 3 [41301 12j 7ISisam I 19561 372.000 S 13.141 301 8 8ICassia 9571 372 000 IS 314| 30i Bj 8 Cassia 9581 372 O | S 1341 301 8i 8Cassia i9519 372 000 N13 141 301 Bi 8 Cassia i 9601 372 000 IN|3.141 301 8| 8 Cassia 9 372.0001S 3.66 55 131 8 Sisam _ .I 9 32 000 N13.66 55 131 8 Sisam .93 372 000 N 3 66 55 13 1Sisam 964 372 000 N 3 14 30 8e 8 Cassia _ 965 372.000 N 471 55 20 8 Sisam 9661 372 000 S 471 55 20 8 Sisam I 967 372.000 N 3.93 55 17 8 Sisam 968 372.000 S 4.19 55 17 8 Sisam I 372.000 N 3.14 30 8 8 Cassia s, 372.000 S 4.71 55 20 8 Sisam 9711 372.000 N 3.14 30 8 8 Cassia' I972 372.000 N 3.66 50 15 8 Sisam 973 372.000 N 3.40 50 14 6 Sisam 974 372.000 S 3.14 55' 8 8 Cassia _ f97E 372.000 N 419 55 17 8 Sisam I 976 372.000 N 3.14 50 13 8 Sisam I 977 372 000 S 3.14 3.0 8 8 Cassia I 978 372.000 N 3.14 30 8 8 Cassia 979 372.000 N 3.14 30 8 8 Cassia 980 372.000 S 3.40 30 8_ 8 Cssia 981 372.000 S 4.19 50 17 8 Sisam 982 372.000 N 4.19 50 17 8Sisam 983 372.000 S 3.14 3018 a Cassia 984 372.000 N 3.93 50 16 8 Sisam 985 372.000 S 3.14 30 8 8Cassia 1986 372.000 S 3.14 30 8 _ E Cassia 987 372.000 N 3.66 45 15 - e8Sisam 988 372.000 S 3.14 30 8 5 Cassia _ |9891 372.000 N 3.141 30 8 5 Cassia 990 372.000 N 3.14 30 8 s Cassia _ 991 372.000 N 3.14 3018 6 5 Cassia 992 373.000 S 3.14 30 13 8 Sisam I 993 373.000 N 314 30 8 10 Cassia 1994 373.000 S 3.14 30 8 10 Cassia 995 373.000 S 3.14 30 8 10Cassia 996 373.000 S 3.14 30 8 8 Cassia 1997 i373.00C S 3.14 30t 8 8 Cassia 998 373.000 N 3.14 30 83 Cassia 9991 373.000 S 3.661 55 14 8 Sisam 1000| 373.000 N. 3.14 55' 131 B Sisam 1001 373.000 N 3.14 35 81 8 Cassia 1002 373.000 S 3.14 35 8j 8E Cassia 1003 373.0001 S 3.93 55 151 E Sisam 1004 373.0001 S1 3.93 55 15 _ 8 Sisam 1005 373.000j N 3.14 35p 8j _ 8 Cassia j10061 373.0001 N 3.66 401 141 8 Sisam j10071 373.0001 N 3.40 401 131 8 Sisam 11008 373.0001 N 3.14 351 81 8 Cassia 10091 373.0001 S 3.141 351 81 8 Cassia 1010 373.000I N 4.191 50 16 12 Sisam I I1011| 373.0001 S 3.931 50i 121 12 Sisam I |10C121 373.600iS i3.931 50i 161 12 Sisam I I 1013C 374.0001 S 3.661 50i 15 12 Sisam |1014j 374.000_ N, 3.40 50i 1*4 12 Sisam I I10151 374000 5 |3.40j 501 14 8 Sisam I |10161 374.0001 N 3.40 50 14 8 Sisam r1017] 374.000l S 3.141 50 13 10 Sisam |1018| 374.000 S 3.141 50 13 10 Sisam 10191 374.000 S 3 14 50 13[ 10 Sisam I I1020| 374.000 S 3 40 50! 141 1( Sisam |1021 374 0001 N 3.40 50j 14 10 Sisam 1022| 374 000 N 3.401 50 141 10 Sisam 10231 374 S i 3.40i sol 13[ 12 Sisam 1C241374.0301 Si3 5010401 13 10 Sisam | 10251 374 00ool s|03 401 55 131 10 Sisam 1026| 374 000 S 3 14 50j 12 10OSisam I 10271 374 000 N 3.14 50 13 tlSisarr 1028 37_4 000 S 3 40 50 13 10 Sisam 1029 j374000 N 3.40 50 13 10Sisam 1030 374 000 N 3.40 50 13 1t Stsaam 1031 374.000 S 3.14 45 131 t Sisam 1032 374 000 S 3 14 45 13 l OSisamn 1033 374.000 S 3.14 45 13 10 Sisam I_I_I 1034 374.000 S 3.14 45 13 10 Sisam 1035 374.000 S 3.14 40 13 10 Sisam 1036 374.0001 S 3.14 50 13 10 Sisam 1037 374.000T S 3.14 50 13 10 Sisam I 1038 374 000 S 3 14 50 13 1tSisam 11039 374.000 S 3.14 50 13 10 Sisam 1040 374.000 S 3.14 50 13 110Sisam I 1041 374 000 S 3.40 50 13 10 Sisam I 1042 374.000 S 3.14 45 13 10 Sisam 1043 374.000 S 3.14 45 13 10 Sisam 1044 374.000 S 3.14 45 13 _ _ Sisam 11045 374.000 S 3.14 50 10 10 Sisam I 1046 374.000 S 3.14 50 10 10tSisam I 1047 374. 000 S 3.14 50 10 12 Sisam I 1048 374.000 S 3.14 50 10 12 Sisam 1049 374.000 S 3.14 50 10 12 Sisam 1050 374.000 S 3.14 45 13 lt Sisam |10511 374.000 S 3.14 45 13 1C Sisam 110521 374.000 S 3.14 45 13 10 Sisam 10531 374.000 S 3.14 45 13 12 Sisam 10541 374.000 S 3.14 45 13 12 Sisam 10551 374.000 S 3.14 45 13 10 Sisam 10561 374.000 S 3.14 45 13 12 Sisam 1057 374.0001 S 3.14 40 13 10 Sisam I 1058| 374.0001 S 3.14 45 13 10 Sisam I 1059 374.000j S 3.40 45 13 12 Sisam 10601 374.0001 S 3.40 45 13 12 Sisam I 110611 374.000i S 3.14 45 13 12 Sisam I |10621 374.0001 S 3.141 50 13 10 Sisam I 110631 374.0001 S 3.141 501 131 151Sisam I |10641 374.000 S| 3.141 501 131 12|Sisam I |10651 374.0001 S 3.141 50 131 10|Sisam I |10661 374.0001 S 3.14- 50i 13 10iSisam 1067| 374.0001 S 3.141 501 131 12Sisam I 110681 374.0001 S1 3 14 501 131 10 Sisam I 110691 374.0001 S 3.141 501 131 10|Sisam I 11070j 374.000 S 13.141 501 131 12jSisam jIi 11071 374.0001 S 3.141 45 13 10 Sisam I I j10721 374.0001 S 3.141 451 13 10tSisam jIi i10731 374.0001 S 3.141 451 131 10 Sisam i |10741 374.0001 S 3.141 451 13| 10|Sisam 1075 374.0001 S1 3.14 45i 131 12|Sisam I |10761 374.0001 S 13.141 451 131 1olsisam 10771 374.0001 S1 3.141 451 131 10Sisam 10781 374.0001 S1 3.141 451 131 101Sisam I 10791 374.000( S 3-141 501 131 10|Sisam . 1080j 374.000j S 3.141 501 131 lOSisam I 10811 374.0001 S 3141 501 131 1O Sisam I 1082j 374 000 3.141 501 131 0ljSisam I 1083j 374 000o Sj 3 141 50 131 10jSisam I 1084| 374.0001 3.i41 50j 131 10 Sisam I 1085 374.0001 S 3.141 50i 131 1OISisam i |10861 374.000 5 |3.141 50s 131 10|Sisam I 10871 374.0001 3 14 501 131 10Sisam I 10388 374000 3 141 501 131 Sisam 10891 24 000 S4 2 1C 5! 13. 10 Sisa.-n 1090i 3740001 S 3.141 501 131 lOSisam 1091 374.000 S 3.14 50 13 10 Sisam 1092 374.000 S 3.14 50 13 1CSisam 1093 374.000 S 3.14 50 13 10 Sisam 1094 374 000 S 3 14 50 13| 10 Sisam 1095 374.000 S 3.401 50 131 10 Sisam 1096 374.000 S 3.40 501 131 1CSisam 1097 374.000 S 1 3.14 451 131 10 Ingadulsis 1098 374.800 S| 3.14 5 13 10 Sisam 11099 375.000 S 3.40 45 13 10 Sisam 1100 375.00C N 3,66 5C 131 10 Sisam 11101 375.000 N 3401 50 131 1CSisam

1103 375.000C N 4C 5 t141 10 Sisam I 1104 375.000 S 4.19 551 151 10 Sisam 11 05 375.000 S 3.661 551 15 C Sisam 1106 375.000 N 3.40 55 131 10Sisam 1107 375.000 N 3.40 50 11 1C Sisam 1105 375.000 N 3.40 50 12 10 Sisam 1109 375.000 N 3.40 50 13 10 Sisam I1110 375.0001 N 3,40 50 13 10 Sisam I1111 375.000 N 3.14 50 13 10 Sisam _ 1112 375.000 N 3.14 50 13 10 Sisam 11131 375.000 N 3.14 50 13 10 Sisam _ . 1114 375.90 N 3.14 45 13 10 Sisam 11151 375.000 S 3.14 45 13 10 Arjun 1116 375.000 S 3.14 45 13 10 Arjun 1117 375.000 S 3.14 45 13 10 Sisam 1118 375.000 N 4.71 45 17 1 0 Sisam 1119 375.000 N 3.40 451 13 10 Sisam i 1120 375.000 N 3.14 45 13 0Sisam I 1121 375.000 N 3.14 45 13 10 Sisam 11221 375-000 N 3.14- 45 13 10 Sisam 11231 375.0001 N 3.14 45 13 10 Sisam ___ 11241 375.0001 N 3.14 45 13 10 Sisam 11251 375.0001 N 3.14 30 13 10 Sisam _ _ 11261 375.0001 N 3.14 551 13 10 Sisam ______1127 375.000 S 3.14 551 8 10 Cassia |_._| 1128 375.000 S 3.40 551 13 10 Sisam 1129 375.000 N 3.14 50 13 10 Sisam 1_ 1

1130 375.000 N 3.14 50 13 10 Sisam _ __

1131 375.000 N 3.40 55 13 10 Sisam __ I 1132 375.000 N 3.40 55 13 10 Sisam |11331 375.000 S 3.40 55 13 10 Sisam 111341 375.000 N 3.14 55 13 10 Sisam 1135.1 375.000 S 3.40 50j 13 10 Sisam j 111361 375.000 S 3.40 50 13 10 Sisam 11371 375.0001 N 3.14 45 133 10 Sisam j11381 375.0001 S 3.40 sol 13 10 Sisam j11391 375.0001 N 3.931 50i 13 10 Sisam

|11401 375.0001 N 3.141 301 131 10|Sisam ___ 111411 375.0001 N 3.401 513 101Sisam I 11423 375.0001 S |3.141 501 131 10Sisam I 111431 375.000 S |3.141 501 13 0iSisam

1 1144' 375.0001 S 13.661 50~ 131 10Sisam ______

1145| 375,0001 N I3.401 451 131 10|Sisam ___ 111461 375.0001 N 13.401 451 131 10 Sisam j11471 375000 S |3.401 50i 131 10 Sisam 111481 375.000s 1 3.401 50l 131 10jSisam I__ 111491 375.0001 S 13.401 501 131 10 Sisam I 1150 375.00S 3.40 50 131 10Sisam I 1151j 375.0001 S 3.401 50 '31 10|Sisam I 1152 375.0001 N |3.401 501 131 10|Sisam I 1153 375.0001 S |3.661 451 131 0ISisam I 1154 375.000i N 13.401 501 131 10Sisam i 111551 375.0001 S 13.401 501 131 10 Sisam I 1156| 375.000 S 3 40 501 13 10 Sisam 1157r 375.000 N 3.40 50 13 10(Sisam 11581 375.000 N 3 40 501 131 10 Sisam I | 1159 375.O S1 3141 501 13 10tSisam I | 1160 375.000 S 3.14 501 13 10 Sisam 1161 375.001 S 3 14 501 13 10 Sisam I 1 375000C N 3.66 501 13 1OSisam ~1163 375.000 S 3.14 45 13 10CSisam 1164 375.000 N 3.40 45 13 10 Sisam 1165 375.000 S 3 14 45 13 8 Sisam 1166 375.000 N 3.66 50 13 8 Sisam ___ 1167 375.000 N 3.66 50 13 BSisam I 1168 375.000 N 3.66 50 131 8 Sisam I 1169 375.0001 S 3.141 50 13 8 Sisam I . 1170 375 000 N 3.14 40 13 10 Sisam I 1171 375 000 N 3.14 40 131 10 Sisamr 1172 375.000 S 3.14 40 13 10 Sisam _ 1173 375.000 N 3.14 40 13 10 Sisam . 1174 375.0001 N 3.14 35 131 1 Sisam _ 1175 375.000 S 3.40 40 13 10 Sisam I 1176 375.000 N 3.40 40 131 10 Sisam

1177 375.000 S 3.40 40 13 10 Sisam _ 1175 375.000 S 3.14 40 13 10 Sisam 11179 375.0001 N 3.14 40 13 10 Sisam 1180 375 000 N 3.14 40 131 10 Sisam 11881 375.000 S 3.14 40 13 10 Sisam 1182 375.000 S 3.40 40 13 B Sisam I 1183 375.000 S 3.40 40 13 B Sisam I 1184 375.000 S 3.40 40 13 10 Sisam I 1185 375.000 N 3.40 40 13 8 Sisam =I_ 1186 375.000 N 3.40 45 13 8 Sisam _ 1187 375.000 N 3.14 40 13 8 Sisam I 1188 375.000 N 3.40 45 131 8 Sisam I 11891 375.000 N 3.14 40 13 8 Sisam I 11901 375.000 S 3.14 40 131 81Sisam I 111911 375.000 S 3.66 45 131 8 Sisam 111921 375.000 S 3.14 45 131 8 Sisam I |11931 375.000 S 3.401 45 131 8 Sisam ___ r11941 375.000 S 3.141 45 131 8 Sisam I

111961 375.000 S 3.40145 13 8 Sisam I 1191. 375.000 S 3.401_45 131 81Sisam I _ j11981 375.0001 S 13.141 45 131 8 Sisam I 1199e 375.00S 3 50 1 8Sisam I___ 112001 375.0001 S 13.14t 451 131 8 Sisam I _ _-

I1201 375.000 S 3.4055 131 8 Sisam _,III I12021 375.0001 S 3.40 45 131 8isama I 112031 375.000j S 3.40 45 13 8 Sisam I__ i12041 375.0001 S 3.40 45 13 8 Sisam 12051 375.0001 S 3.14 55 13 8 Sisam I 1206 3750001 S 3.14 451 13 8 Sisam 12071 375.000o S 3.14 451 13 8 Sisam I 12081 375.0001 S 3.401 401 131 1jSisam j12097 375.0001 S 3.141 401 131 10Sisam I r12101 375.0001 S1 3.661 501 131 10 Sisam I

1 12111 375.0001 S 3.401 501 131 10 Sisam I______j12021 375.000j S j 3.401 50 131 10 Sisam |12131 376.0001 S 3.141 351 131 10Siisam 12114 3765000 S 3.141 40 13 10|Sisam 1215 375.000 N 3.41 401 101 8 Karanj I 1216 376000 Sj 3141 351 31 8Sisam 1217 376.000 N 3.14 25 10 8 KaranI 1218 376.000 S 3 14 30j 13 BSisam 1219 376.000S 13.141 301 9 8IKaran j 12201 3 176.00141 401 131 8 Sisam 1221F 376 0001 S 31 40 13 8 Sisam 1222T 376 000 S 3 141 40 1313 Sisam 12231376.000 N 3 40 45 _-3 8 Sisam I 124 37e.000 N 3.14 45 13 81Sisam . 1225 36000S 3.93 40 13 8IKaran_ 1226' 376.000S S 3.93 40 131 6lKaranj I 1227 376.000 S 3.66 40 13 _ 8IStsam n71228 376.000 S 3.93 40 13 81Karan; I 1229 376.000 . S 3.14 35 13 12ISisam 1230 376.000 S 3.93 55 141 8Sisam 123i 376.000 N 3.93 50 14 8Sisam I 1232 376.000 S 3.66 40 14 7 Sisam I 1233 376.000 N 3.14 35 13 j10 Ssam _ 1234 376.000 S 314 35 13 SiSisam I 1235 376.000 S 3.14 35 13 6 Sisam 1236 376.000 N 314 - 35 13 15 Sisamr 1237 376.000 N 3.14 35 131 12 Sisam I 1238 376.000 N 3.14 35 13 12jSisam . i 1239 376.000 N 3.40 30 10 12Karan; _ 1240 376.000 N 6.54 40 27 1OlSisam 1 12411 376.000O N 3.40 _ 0 1 10 Sisarn ______12421 376.000 N 3.14 40 13 8 Sisam 11243 376.000( S 3.40 30 13 8 Neem I 1244 376.000 S 3.14 30 8 8 Karanj 1245 376.000 N 3.14 35 13 8 Sisam 1246 376.000 N 3.40 40 13 8 Sisam I 1247 376.000 . S 3.40 30 10 8 Karan_j 1248 376.000 S 3.40 40 13 BSisam 1249 376.000 N 3.14 40 13 8 i Sisam 1250 376.000 S 3.14 40 13 81Sisar 1251 376.000 N 3.14 40 13 8 ISisarr 1252 376.000 S 3.141 40 131 8 Sisam __ _ 12531 376.0001 S 3.141 40 131 I _Sisarn 12541 376.000 N 3.14 40 131 8|Sisam 12551 376.000 N 3.14 40 131 8|_isam 12561 376.000 N 3.14 40 131 8iWsam 1257( 376.000 N 3.66 45 131 10Ssam __. 12581 376.000 S 3.14 30 81 8ICassia 12591 376.0001- S 3.14 35 101 8JKaran _ 1250 376.0001 S 3.141 35 101 8IKaranj I i12611 376.0001SS 314 35 101 8IKarani I i1262 376.000 N 6.54 45 28 6 _ ___6jSisam_j__ 1263 376.000S 3.40 45 131 B_Sisam _ 12641 376.000 S 140 45 131 81Sisam 1265| 376.000 S 3.40 45 131 8ISisam 112661 376.000 S 340 45 131 8iSisam 12671 376.0001 N1 3.14 301 13 5|Sisam 1|2681 376.0001 S 3-40 401 131 8|Sisam |12691 376.000° N| 3401 401 131 8 ISisam I |12702 376.000j N 3.401 35 131 8 Sisam I__ 1271 377.0001N 3.141 351 121 8ISisam I_I 1272| 377.000 S 3.401 401 131 10lSisam 12731 377.000j S 3.401 40 131 1DISisam j12741 377.000i N 3.14 40 13 I0|Sisam |1275i 377.0001 3.14i 40i 13i 15jSisam j |12761 377.000i Ni 3.14 401 131 15iSisam tI. 1277j 377.0001 S| 3141 351 131 10Sisam 12781 377.000° N| 3.14) 40 131 10|Sisam j !1279) 377.0001 S 13.141 451 131 1O0Sisam 1280 377,00 S 3.401 451 '31 1alsam I I 281j 377.0001 N 3141 451 131 151Sisam _ i j 12821 3771.0001N1j3.141 45j 131 151stsam .| 12531 377T001 S 13141 45 13 1SISisam I 12821 377.000j N 3.14j 45 1'31 15|Sisam ______.___ 12841 377.0001 S 13.141 50 13 S isam I 1287| 377 0001 S 3.14| 55 13 15 Sisam 112871 377.0001 N 314 501 13 8 Sisam 112B8j 37770001 NI 314 50J 131_____Sisarnm 1289 377000 N 3.14 501 131 8 Ssam 12901 3770001 S 3.14 451 13 Sisam 1291 377 0001 S 3.93 451 141 8 Sisam 1292 377.000 N 3.40 451 41 E_Sisam I293 377.000 S 3-40 45 13 8 Sisam 11294 377 000 S 3.93 55 141 8 Sisam I ,!1295 377 OOCN 3.14 45 131 loSisam I i12961 377.00 S 3 93 5S 141 1 Sisam j 1297 377.0001 S 3.40 50| 13 10 Sisam 377.000 S 3.14 45 13 10 Sisam 1299 377.000 S 3.401 10Sisam _ _ 1300 377.000 S 3.40 3 13 10 Sisam _ 11301 377.000 N 3.14 401 13 10 Sisam 1 1302 377.000 N 3.14 40 13 10 Sisam I 1303 377.000 N 3.401 45 13 10 Sisam _ 1304 377.000 S 3.40 451 13 10 Sisam !1305 377.000 S 3.40 451 13 10 Sisam i1306 377.000 S 3.40 45 13 10 Sisam |1307 377.000 N 3.401 45 13 10 Sisam. 1308 3777.000 S 3.93 55 16 10 Sisam 13091 377.00C S 3.14 40 13 10 Sisam 1310 377.000 S 3.14 40 13 10 Sisam 1 1311 377.000 S 3.66 45 14 10 Sisam |13121 377.000 N 3.66 40 13 10 Sisam 113131 377.000 N 3.40 45 13 10 Sisam = |1314 377.000 N 3.14 40 13 10 Sisam __ 1315 377.000 N 3.93 55 14 10 Sisam 1316 377.000 S 3.93 55 14 10 Sisam 1317 377.000 N 3.14 35 13 10 Sisam 1318 377.000 N 3.93 501 4 10 Sisam ... 1319 377.000 S 3.93 j55 1 10 Sisam 1320 377.000 S 3.93 551 15 10 Sisam 13211 377.-000 S 3.931 55 11 lOSisam |13221 377.000 S 3.931 55 15 10 Sisam .. 1323j 377.000 N 4.71js 19 1cO Sisam . 11324 377.000 N 4.71 19 C i 10 sam _____ 113251 377.0001 4.71 60 1'9 lOSisam __ |13261 377.0001 S 5.23 50 22 10 Sisam 113271 377.0001 N 5.23 sol 22 10 Sisam 1328 377.0001 N 5.23 501 22 10 Sisam _. 1329 378.000 N 4.97 501 2 10 Sisam 1330 378.000 N 4.97 50i 22 10 Sisam I 1331 378.000 N 3.93 451 10 Sisam . 1333 378.000 N 4.71 551 201 10Sssam j13331 378.000 N 4.451 501 201 10 Sisam j13341 378.0001 N 34.711 501 20 10Sisam 13356 378.0001 N 3.931 45i8 8Sisam j13367 378.0001 N1 3.931 451 18 j10jSisam I Il1337| 378.0001 N13 3931- 451 18j 10|5isam 113381 378.0001 Nj 4711 501 22j 101Sisam j 113391 378.000 N 3.931 50j 191 1oSisam j13401 37B.000 N 5.50j 50j 24 1 10lSisam | 1341 378.0001 N 5.231 451 241 10 Sisam I

13421 378.0001 N 3.66i 40j 151 10 Sisam _ j 1343t 378000 N 4.191 40j 151 10|Sisam j j13441 378.0001 N 3.40 4c1 151 lolSisam i_ I 1345 378 000 N 3.401 25- 13j 10|Sisam |_ | 1346 378.0001 N 3141 451 131 10lsam I_ I 13471 378 000o N |m3.40 45 13 10 Sisam 13481 37/ 000| N 3.g3 5D 16i lOlSisam | _ | 1349j7 378.0001 N 4.191 45 15| lOSisam I { 13 N 3 .. 937 501 15 _ 100SIsam i 13511 378 .000 1 N 3.66 50 15| 1t Sisam I -13521 378.000 N J3.93 45 15 10 Sisam I 113531 378 000 N 3.40 45 15 1C Sisam 1 354 378 000 N 3.66 45 14 1CSisam 1355 378 000 N 3.14 45 13 1CSisam 1 1356 378 000 N 3 93 50 17 10Sisam 13571 378 000 N 4.71 50 20 1C Sisam 1 1358 378.000 N 4.19 50 20 10 Sisam 1359 378.000 N 4.71 50 21 10 Sisam . 1360 378.000 N 4.19 40 18 1C Sisam 1361 378.000 N 3.66 35 16 10 Sisam 1362 378.000 N 3.40 35 14 10 Sisam . 1363 378.000 N 3.93 55 17 10 Sisam 1364 378.000 N 3.66 45 15 10 Sisam 1365 378. 000 N 3.14 45 13 10 Sisam I 1366 378.000 N 4.19 45 18 10 Sisam 1367 378.000 N 4.19 45 18 10 Sisam 1368 378.000 N 3.14 40 13 10 Sisam 1369 378.000 N 3.66 40 14 10 Sisam 1370 378.000 N 3.14 45 13 10 Sisam . 1371 378.000 N 3.14 45 13 10 Sisamr 1372 378.000 N 3.40 50 13 10 Sisam 1373 378.000I N 3.40 50 13 10 Sisam 1374 378.000 N 3.66 45 14 10 Sisam I__ 1375 378.000 N 3.93 451 14 10 Sisam 1376| 378.000 N 3.93 4S 14 10 Sisam 1377j 378.000 N 3.66 50 14 10 Sisam 1378| 378.000 N 3.66 45 15 10 Sisam 11379 378.0001 N 3.93 45 16 10 Sisam 1380 378.000 N 3.93 45 18 10 Sisam 1381 378.000 N 4.71 45 171 10 Sisam 1382 378.000 N 4.45 45 17 10 Sisam 1383 378.000 N 4.19 45 171 10 Sisam 1384 378.000 N 3.66 451 16 10 Sisam 1385 378.000 N 6.28 55 27 10 Sisam r 1386 379.000 N 4.19 40 18 10 Sisam 1387 379.000 N 3.141 35 13 8 Ariun 1388 379.000 N 4.19| 35 201 10 Umber ficus 1389 379.0001 N 3.401 35 141 8 Sisam i13901 379.000 N 3.141 40 13| 8 Sisam |13911 379.000 N 3.141 401 131 8 Sisam |1392i 379.0001 N 3.141 401 13| iSisam 113931 379.0001 N 3.661 451 141 81Sisam 13941 379.0001 N 3.661 401 141 8iSisam I _ 13951 379.0001 N 3.40i 451 141 8BSisam 13961 379.0001 N 13.661 451 141 8Sisam I__ 13971 379.0001 N 13.401 451 141 81Sisam

13981 381.6001 N |3.141 35j 13| 8 Sisam _ _I_ _ 1399 381.0001 N _ 4.711 401 191 8Sisam I_ I |14001 381.000 N |3.661 351 16| 1ONeem I_I |14011 381.0001 N | 4.451 40 18 10Neem j14021 381.0001 N |4.191 401 221 12IFcus 114031 381.0001 N 14.71 401 221 15IFicus I1404l 381.0001 N i3.141 401 161 15iFicus 14051 381.000 N I3.14j 401 16( 15 Ficus I I j14068 381.000( N |7.851 40 401 5jFicus I|I 14071 381.0001 N j3.93) 35 11 10ICassia 14081 381.000) N 13.661 351 151 10 Sisam I 1409j 381 000 N j3.401 35l 13i 10 Sisam I i1410 381.000oN |3.141 351 131 10 Sisam I I j 1411' 381.000oN I 3.14T 35i 131 10|Sisam I I 114121 31.000 N 3.401 40 13 101Sisam j 4131 381.0001 N j3.6 351 15| 15|Sisam |14141 382.0001 N 4.19 30 22 151Pipal ficus religeousa 1415T 382.0001 N i3.661 40 16 44 Neem 116 382.000k N 4.71 45 22 12 Neemm 1417 382000 N| 3.93 45 17 10Sisam 1416 382000 N1| 680 45 32 5 SIsar ._ 1419 3820001 N 445 451117 SjSisam I420 382000 N 4.71 45 1 jj__sa_ 14211 382.000 N 393 45 17 5sam_ |l 422 382 0001N 1 419 45 11 SSsam 1 1423I 332,000 N13.40 40 14 10 Sisam 1382.000N | 3.93 40 17 _ 5 Sisam i 1425 382 000 N 3.66 35151 9Sisamc_ | 1426 _ 382 000o N 4.97 451 221 S Sisam 1427 382.0001 N 5.50 40 244 4 Sisam 1428 382.000 I N 4.19 50 18 5 Sisam I 11429 382.000 N 1445 40 18 5 Sisam _ 1430 382.000 N 7.33 451 35 4 Sisam I 1431 382.000 N 3.14 40 14 7 Sisam I 1432 382.000 N 3.93 45 141 7 Sisam 1433 382.0001 N 3.40 45 141 6 Sisam I 1 1434l382.000( N 3.66 45 14 7 Sisam I 14351 382.000 N_ 314 45 13 7 Sisam I i 14361 382 000 N 3.14 451 13 7 Sisam L 1437 382.000 N 3.14 45 13 7 Sisam 11438 382.000 N 3.401 45 13 7 Sisam I 1439| 382.000 N 4.19 30 18 5 Neem I |1440 3B2.000 N 3 14 351 131 5 Sisam I 1441 382.4001 N 3.14 451 131 5 Sisam I 1442 382.0001 N 6.28 451 301 5 Sisam I 114431 382 00 N 1 5.50 401 231 S Sisam |14441 382.000| N | 3.40 301 141 15 Sisam 14451 382.0001 N1 3.14 301 13 15 Sisam 1446S 382.000 N| 3.66 351 15 15 Sisam I.__.. 114471 382.0001 N t3.14 35 13 5 Sisam .- 11448 382.000| N 3.141 351 13 5 Sisam I ._. |14491 382.0001 N 3.14 351 14 5r Neem I | 14501 382.0001 N .3.66 401 14 51Sisam I i 14511 382.0001 N 3.14 45 14 15|Sisam r14521 382.0001 N 4.711 40 22 5 Sisam I |14531 382.000! N1 3 401 351 14 81Sisam I |14541 382.000 N 3.141 401 13 15|Sisam _ 114551 382.0001 N | 3.401 351 131 5 Sisam I 1456 382.00o N j 3.141 351 131 9 Sisam I 1457 382.0001NN 3.401 451 131 7 Sisam 1458 382.000N N 4.19) 501 181 8 issam I 1459 382.0001NN 3.141 351 131 5 Sisam I 1460 382.000i Ni 3.141 351 13i 7 Sisam 1 1461, 382.0001 N 3.141 35( 131 8Sisam ! 1462 382.000 N 3.401 401 131 5 Sisam 114631 382 0001 N 3.66 401 131 B|Sisam I i 14641 382 000i N 3.401 351 131 81sisamr r1455 382.000! N 3.661 35 131 8 Sisam I .- r14661 382.0001 N1 3.661 451 131 7ISisam _ T14671 382.000!N 3.93( 40 .15L 7tSisam _ |1468 382.000| N 3141 451 131 7|Sisam 1469 382.000° N 3.401 451 131 8Sisam I 1470l 382.000! N! 3.41 451 131 8 Sisam 14711 382.0001 N 3 40 501 131 8Sisam I 1472T 382.0001 N1 3.66 50j 131 8Sisam I 14731 3820001 N 1 3141 351 131 81Sisam I t 14741382.0001 N| 6.28 551 261 8Sisam I 114751 3820001 N1 3.401 351 141 51Sisam I 14761 382.0001 N 14.71i 351 201 5 Sisam I i 14771 3820001 N 3401 4i0 131 5|Sisam1 1 14781 382 OO' N i 3.651 401 131 51Sisam I 14791 382 02. N1 3401 451 13 51Sisam I | 14801 382.000i N1 3141 451 131 5 Sisam I 1 r 382.0001 N [ 3.401 50 13 5 Sisam ._ 1482 382.000 N 3.40 45 13[ 5 Sisam 1483 332 000 N 3.14 351 13[ 5Sisam I 1484 382.0001 N 3.14 401 13c 5Sisam 1485 3E2.000 N N 3.14 401 13 5 Sisam 1487 382.0001 N 3.14 451 13 5 Sisam 1487 382.000 N 3.14 401 131 5Sisam 1488 382.000 N 3.14 501 131 5Sisam 14891 382.0001N 3.14 401 13 5 Sisam 14901 382.0001 N 3.141 41 13 1 5 Sisam 14911 382.000 N 3.14 451 13 5Sisamr 14924 382.000| N 3.40 401 131 5 Sisam 14931 382.000j N 3.401 40 13 5EAjns Sisam 14941 382.0001 N 3.14 401 13 5Sisam I 14951 382.0003 N 3.14 201 121 8 Arjun Kisan Bricks Udyog T14961382.0001 N 3.14 35I 13 3Sisam I 14971 383.000 N 3.14 301 13_ 3 Arjun 1149 383.0001 N 3.14 305 13 .3_ ArjunI 1499 383.000 N 3.14 301 13 3 Arjun 15004 383.000 N 3.141 35 131 8 Arjun I_I 15011 383.0001 N 3.14 35 131 3 Sisam I 1502 383.0001 N 3.14 32 13 8 Arjun I 1503 383.0001 N 3.14 30| 13 8 Ar un .I_____ 1504 383.0001N 3.141 30 13 1 8 Arun 15051 383.0001 N 3.141 351 131 38Sisam 15061 383.0001 N 3.141 251 1|3 8 Arjun 15071 383.000 N 3.14 25 10 Mango 1508 383,0O N 3.93 401 16 6 Sisam j 15091 383.0001 N 3.14 401 13 8 Sisam 15101 383.0001 N 3.40 451 12 SiAun 15111 383.0001 N 3.14 451 12 10|Arjun 1512 383.0001 N 3.14 451 121 10OArju 11513 383.0001 N 3.14 351 131 6Sisam I

1514 383.000 N 3.140 3 13 10 Sisam 1515 383.000 N 3.140 10 Sisam 15171 383.000 N 3.4014 313~ 10 Sisam______

1517 1 383.000] N 3.140 401 13 10 Sisam ______15181 383.000]N 3.141 4013 10 Sisam

15219 383.0001N 3.141 35 10 Sisam ____

1521 383.0001 N 3.141 351 13 41Sisam I_ I 15221 383.000| N 3.141 251 13 41Sisam i__ 15231 383.0001 N 3.14 301 13 41sisam I1_

15241 383.0001 N 3.141 301 131 4_Sisam _

15251 383.000| N 3.141 30 13 4jSisam Ij _

15251 383.0001 N 3.401 301 13 lOSisam i_ _ 15271 383.0001 N 3.401 301 13 4 Sisam I__ 15281 383.000C N 3.40 401 13 4ISisam I I__ 15291 383.000 N 3.93 401 15 loSisam I 1530| 383.0001N 3.66 401 15 10|Sisam _ I 15311 383.0001 N 3.66 40T 151 81Sisam 15321 383.000i N 3.40 401 14 3iSisam ____ |15331 383.000 N 3.66 451 14 8iSisam I |15341 383.0001 N 3661 451 141 8 Sisam

15351 383000o N 3.66 451 141 8 Sisam _ 115368 383.0001 N 3.931 351 16 3 1Sisam 15371 383.000 N 3.66 35 14 8Sisam I 15381 383 000 N 4191 40; 171 B|Sisam I15395 3830001 N 3.661 ^35 *51 81sisam j15401 383 0001 N 3 401 451 131 31Sisam |15411 383,0001 N 3 401 45 131 315isam I |15421 3830001 N1 3401 45 13 31Sisam 15431 383.03Di N 1 3401 4 13 3isam 15441 383.0030 N 1 3401 '5l 131 31sisam | 15451 383 000o N | 314 401 131 71Sisam 1546 363 0001 N14451 40 201 8 Sisam I

15481 3830001 N 340 301 16| 8 Ficus 1549 383.500J N 419 30 251 8 Barcad I 1550 383 000 N 419 40 15| 8 Sisam 1551 383.000 N 3 66 40 15 7 Sisam ,5521 383.000 N 3.40 40 14 8 S 1sam_ 15531 383.000 N 3.93 50 15 5 Sisam I 15541 383.000 N 4.71 50 20 3 Sisam I 15551 383.0C0 N 4.71 45 20 12 Sisam 15581 | 383.000 N 4.71 40 20 7 Sisam I _ _ 11557 383 000 N 3.66 40 15 = _lsisam I I1558 383 000 N 3.14 35 13 12)Sisam _ 1559 3B3.000 N 3 14 35 13 12 Sisam I 1560 383.000 N 3.14 35 13 10 Sisam 1561 383.000 N 3 401 40 14 10 Sisam I 15621 3B3.000i N 3.141 35 13 10jSisam I 15631 383.0001 N 3.141 35 131 10 Sisam 15641 383.0001 N 3.931 40 151 10 Sisam I 15651 383 OOOj1N 3.931 40 151 10 Sisam I 15661 383.0001 N 31N4 40 15| 8 Sisam I _ 115671 383.0007 N 13.931 40 151 8 Sisam |I _ ___ |15688 383.0001 N 3.931 40 151 8 Sisam I_, i 1569 383.0001 N 3.93 40 15 8 Sisam 1 15701 383000 N 3.40 35 15 12Sisam _ r15711 383.0001 N 3.141 35 13 12 Sisam _ 115721 383.0001 N1 3141 35 13 12 .Ssam | i15731 383.0001 N 3 14 451 13 101Sisam j j15741 383.0001 N 3.66 40 '51 121Sisam _ 15751 383.0001 N 3.14 401 131 10 Sisam _ 15761 383.0001 N 3.14 401 131 10 Sisam _ 115771 383.0001 N 13.40 401 131 8 Sisam _ i15781 383.0001 N 3.141 40 13 8 Sisam _ 115791 383.000; N 3.40 40 121 10Arjiun |1580| 383.000 N 3.14 40 13 10|Sisam |1581 383.000N N 3.40 40 121 12 Aiun 15821 383.0001 N 3.40 40 131 10iSisam I

1583| 383.000 N 3.40 35 121 10 NArjun __i 15841 383000 N 3.14 35 1 1OSisam I___ I1585| 383.0001 N1 3.14 30 13 10 Mango I

15861 383 000 N 3931 40o 171 lO|Sisam I_ _ |15871 383.0001 N1 3.93 401 171 10 sisam _ I 15881 383.000 N1 3.931 401 171 10|Sisam I 15891 383.0001 N 13.401 30 141 10ISisarn I 15901 383.0001 N1 4.711 55 171 10 Arjun 1591 363.000 Nj 340( 45 14 10 jSisam I 15921 383.000l N1 3.141 45 13 8BSisam I___.___ |15931 383.0001 N 314 45' 131 10Sisam |15941 383.0001 N| 3.401 451 141 81sisam |15951 383.0001 N 3.401 451 141 10 Sssam I______!15961 383000j N 3.141 451 131 1lOSisam L_____ |15971 383.0001 N| 3401 451 141 10|Sisam I_ _ _ _ 11598i 383.0001 N 3.66 451 151 10 Arjun I !15991 383 000° N| 314 401 131 10|Arjun I _ _ 16001 3B3000o N 4.45 45! 18| 1)lArjun 16011 383.0001 N| 445 45 181 lOArjun 1602 383.000j N 314 45 13 lOSisam 16031 383.0001 N 3 931 451 15! 10lArjun I I_6041 383.000 N 1 3.401 451 141 lolAriun ! I Il505l 383.0001 N 3.661 301 16| 121jackfruit | _ I 1606 383000| N 3.931 40_ 18 15lMana 1 16G071 383 0001 N 1 3.661 50i 141 lAr4un I1-506 383 0001 N i3 1 &5 113 10jArjun j 16091 383 000 N 419 45 15i 12Arun I 16101 383 ooo0 N| 3141 401 141_ 12Manoo i 161t 383.0001 N 3.14 40 14 12 Mango 1612 3830001 N 6.28 45 26 10 Arjun _ _ 1613 383.0001 N 3.66_ 45 14 8 Sisam I 1614 383.0001 N 3.66 45 14 8 Sisam 1615 383.0001 N 3.14 45 13 8fSisam 1616 383.O00 N 4.71 45 20 6 Sisam 16171 384.000 N 4.71 45 20 6 Sisam 1618 384.000 N 3.66 4 16 8 Sisam I 1619 384.000 N 6.28 451 30 5 Sisam I 16201 384.000 N 6.28 50V 30 5 Sisam 1621 384.000 N 3.931 40 17 10 Sisam 11622 384.000 N 4,71 p50 22 10 Sisam 1623 384.000 N 4.71 S0(22 10 Sisam _, 16241 384.000 N 3.93 50 18 10 Sisam _ 1625 384.000 N 5.231 S0 22 10 Arjun ,, 1 1626( 384.0001 N 15.231 551 221 10Arjun I ______1627 384.000 N 5.23 50 22 10(Sisam I_ 1628 384.000 N 4.71 45 22 f_ Sisam I 1629 384.000 N 4.71 45 22 E_Sisam I 1630 3B4.000 N 4.71 45_ 22 8 Sisam I 1631 384.000 N 4.45 45 18 10 Sisam I 1632 384.000 N 3.93- 45 17 10 Sisam I __ 1633 384.000 N 3.93 45 16 10 Arjun I 11634 384.000 N 3.93 45 17 10CSisam 1635 384.000 N 5.23 45 22 10Sisam _ 1636 384.000 N 4.71 45 20 10 Sisam 1637 384.000 N 4.71 451 20 10 Sisam _ _._,, 1638 384.000 N 4.45 45 18 10 Sisam _16391 384.000 N 4.45 451 18 10 Sisam 16401 384.000 N 4.45 45 18 10Sisam I 1641 384.000 N 4.71 50 20 10Sisam I __ 1642 384.000 N 3.66 50 16 10 Sisam _ _ _1643 384.000 N 3.93 45 16 10 Sisam .I._,_. 1644 384.000 N 3.93 45 16 10isisam 1645 384.000 N 5.23 50 24 10JArjun I 1646 384.000 N 5.23 50 24 10 NArjun 1647 384.000 N 4.71 45 22 10 Arjun I 1548 384.000 N 5.23 45 22 10 1 Mango I 1649 384.000 N 5.23 50 22 8 Sisam 1650 384 000 N 5.76 50 221 8Sisam I 16511 384.000 N 5.76 55 22 101Sisam 1652 384.000 N 4.711 50 22 10jSisam I 1653 384.000 N 5.23 50 22 lO-Sisam I |16541 384.0001 N1 3.14 301 131 S|Sisam I |16551 384.000 N 3.141 301 131 8 sisam |16561 384.0001 N 13.141 301 131 81Sisam I | 1657| 384.000 N 5.231 501 221 5|Sisam I | 1658| 384.000) N 3.931 551 171 B|Sisam 16591 384.0001 N 3.401 551 '51 5 Sisam 16601 384.0001 N 3.931 501 171 6 Sisam !16611 384.0001 N 3.661 401 141 8 Sisam |1662| 384.0001 N 3.401 401 141 8 Sisam 16631 384.000j N 3.931 401 141 8 Sisam 16641 384.0001 N 3.931 401 141 8 Sisam |1665| 384.0001 N 4.711 401 201 8 Sisam 186661 384.0001 N 14.711 401 201 81sisam 116671 3B4.0001 N1 4.711 501 201 71Sisam 16681 384.0001 N 3.931 5017 8iSisam |16691 384.0001 N 3.931 451 171 8 Sisam 16701 384.0001 N1 393 451 171 8 Sisam 16711 384.000 N 4.711 401 221 BSisam I 1672¢ 384.000 N 3.661 401 161 8 Sisam 16731 354000° N| 4 711 4s! 18| 8 Sisam | 1674| 384.0001 NI 3.i4l 351 141 81Sisam [ 1675] 384 0001 N| 4.711 45171 8 Sisam 1 46 N 13.931 401 17 6 Sisam 167 384 N 3 93 40 17 6 Sisam 168 384000 N 4 71 45 20 6 Sisam 167 384 000 N 5 76 45 24 1 SIsam T680 384 000 N 5.23 45 24 10 Sisam 1681 384.000 N 4.71 45 20 10 Sisam 1682 384.000 N _5.23 45 22 10 Sisam 1683 384.000 N 6.28 45 28 10 Sisam I 1684 384.00 N 8.37 50 35 10 Sisam .__ 1685 384 000 N 6.28 o50 28 12 Sisam 1686 384.000 N 6.28 40 28 15 Sisam I 1687 384.000 N 6.54 50C 28 10 Sisam I 1688 384.000 N 8.37 451 36 10 Sisam 1689 384.000 N 4.71 45 20 12 Sisam 1690 384.000 N 4.19 45 15 12 Sisam 1691 384.000 N 5.23 55 221 10 Sisam 1692 384.000 N 4.71 45 20 1o Sisam 1693 384.000 N 6.80 451 27 10 Sisarm I 1694 384.000 N 6.80 45 28 12 Sisam I 1695 384.000 N 3.14 45 13 12 Sisam _ 1696 384.000 N 5 76 50 24 12 Sisam 1697 384.000 N 5.76 50 24 12 Sisam __ 1698 384.000 N 3.66 45 15 10 Sisam I 16991 385.0001 N 3.661 451 151 10 Sesam I 1700 385.000 N 3.14 45 131 10 Sisam 1701 385 000 N 3.14 45 13 10 Sisam I |17021 385.0001 N 13.14 45 131 10 Sisam _I f1703 385.000 N| 3.93 50 1 7 8 Sisam I 1704 385.000 N 4.19 50 17 8 Sisam 1705 385.000 N 4.71 50 17 8 Sisam I 1706 385.000 N 4.711 50 199 Sisam I 1707 385.000 N 4.71 50 1C98 Sisam I 17081 385.000 N 5.231 50 22 12 Sisam r1709 385.000 N 4.71 50 19 12 Sisam 117101 385.000 N 4.711 501 20 12 Sisam 17111 385.000 N 7.331 501 32i 12 SisaM 17121 385.000 N 3.661 401 151 12 Sisam f17131 385.DOO N 4.71 401 20 12 Sisam 1714 385.000 N 4711 401 20 121Sisam | 1715| 385.0001 N15.231 401 20 12|Sisam 17161 385 000 N15.231N 401 20 12 Sisam j1717j .000N 4.711 451 20 12 Sisam | 1718| 3850001 N| 4.71 451 20 12jSisam I 1719 385 00 N 5.76 501 241 121 Sisam I |17201 385.0001 N 3.93 451 171 12ISisam I |17211 385.000 N 3.66 451 161 10|Sisam I |1722 385.0001 N 7.33 55i 321 10 Sisam I 1723 385000 N 4.71 451 191 10 Sisam 117241 385.0001 N 7331 501 321 10 Sisam |17251 385.0001 Nj 7.331 50s 321 10Sisam 117261 385.0001 N 6.281 451 281 10 Sisam 1727 385.0001 N 3.931 451 161 12 Sisam I r17281385.0001 N1 3931 501 161 12 Sisam I 17291 385.0001 N 4.451 451 191 12 Sisam I 17301 385.000j N1 4-71 45 191 12 Sisam I | 17311 385.0001 N 6.801 401 281 12|Sisam I |17321 385 000| N 4.711 401 221 12|Sisam I |17331 385 000° N 5.761 50| 241 10 SIsam I 1734 385.0001 N 4.971 451 201 10|Sisam I 117351 385.0001 N 7 5 50 321 101Sisam I 1.17361 385 000o N 3.401 401 151 16Sisam I |17371 385 000j N 6 54j 451 281 lO1Sisam I 117331 385.0001 N 7 59i 451 321 10 Sisam I 17391 385 0001 N 3.14 40 131 10 Sisam 17401 385I0001 N 654 50 28 10 Sisam J 1741 385.000 N 8.37 55 34 10 Sisam 1742 385.000 N 3.40 40 15 10 Sisam 1743 385000 N 4. 1 40 15 1CSisam 1744 385. 00 N 4451 40 18 12 Sisam 174 385.000 N 3 40 40 13 12 Sisam 1746 385 000 N 3.141 40 13 12 Sisam 1747 385000 N 3.66 40 13 12 Sisam 1748 385.000 N 3.66 35 161 1 Sisam 11749 385.000 N 3.66 451 16 1C Sisam 1750 385.000 N 4.19 50 18 12 Sisam 1751 385.000 N 3.93 40 18 12iSisam 1752 385.000 N 4.19 40 18 12 Sisam 1753 385.000 N 4.19 40 18 12 Sisam 1754 385.000 N 3.14 40 13 12 Sisam 1755 385.000 N 4.451 50 18 12 Sisam 1756 385.000 N 3.661 50 12 lArdusot _ __ _ 1757 385.000 N 3.40 35 13 12 Sisam 1758 385.000 N .3.66 35 13 12 Sisam ___. 11759 385.000 N 3.141 35 131 12 Sisam 11760 385.000 N 3.14 40 13 12 Sisam 1761 385.0001 N 3.93 40 16 12 Sisam 1762 385.000 N 4.45 40 18 12 Sisam 1763 385.000 N 6.80 50 32 10 Sisam 1764 385.000 N 4.45 40 18 12 Sisam 1765 385.000 N 3.14 40 13 12 Sisam 1766 385.000 N 3.14 30 13 12 Sisam 17671 385.000 N 3.66 30 18 12 Mango 1768 385.000 N 3.40 35 15 10 Sisam 1769 385.000 N 4.19 40 18 12 Sisam

1770 385.000 N 3.40 40 151 10 Sisam _ 1771 385.000 N 4.45 40 18 10 Sisam 1772 385.000 N 3.66 40 16 10 Sisam 1773 385.000 N 4.45 40 18 10 Sisam 1774 385.000 N 4.45 40 18 10 Sisam 1775 385:000 N 3.93 40 18 10 Sisam 1776 385.000 N 3.68 35 16 1OSisam . 17T7 385.000 N 3.66 35 16 10 Sisam 1778 385.000 N 3.66 35 16 10 Sisam 1779 385.000 N 3.93 40 16 10 Sisam 1780 385.000 N 4.19 40 18 10 Sisam 1781 385.000 N 3.14 35 13 10 Sisam ._. 1782 385.000 N 3.93 40 15 10 Sisam 17831 385.000 N 4.19 40 18 10 Sisam 17841 385.000 N 3.66 40 15 12 Sisam _ 17851 385.000 N 3.66 40 15 12 Sisam I 17861 385.000 N 3.14 40 13 10lSisam _ 117871 385.0001 N 13.66 40 16 10ISisam I 117881 385.0001 N 3.66 40 13 10 Sisam j 1789 385.0001 N 3.93 45 16 101 Sisam I 1790 385.000i N 4.19 40 18 10iSisam 1791 385.0001 N 3.93 30 18 10 Sisam 1792 385.0001 N 4.19 45 18 10 Sisam 1793 385000 N |3.6 50 18 10 Sisam 1794 385.000 N 3.66 50 18 10 Sisam 1795 385.000 N 8.37 50 34 10 Sisam 1796 385.000 N 3.661 5C 16 8 Sisam 1797 386.000 N 5 24 8Sisam 1 EnvironmentalManagement Plan - PackageI C GrandTrunk Road Improvement Project

Appendix 3 Wells and Hand pumps identified for enhancement

Communit Locatlon/ Sideof Road Distance Categoryfor S. No. Resources Chainage North/South fron CW Enhancement

1 Well 327.600 South 8.0 Archaeologicallyimp. 2 Well 331.200 North 18.0 C 3 Well 341.700 North 16.0 C 4 Well 351.750 North 10.0 C 5 Well 352.100 South 6.0 A 6 Well 368.100 North 5.0 A 7 Well 369.600 North 18.0 C 8 Well 373.900 South 7.0 A 9 Well 375.400 North 20.0 . C 10 Well 376.400 North 11.5 B 11 Well 383.500 North 12.0 B 12 Well 387.200 South 19.0 C 13 Hand pumps 374.200 South 18.0 3 14 Hand pumps 341.700 North 5.0 1 15 Hand pumps 389.500 North 8.0 1 16 Hand pumps 329.100 North 6.0 1 17 Hand pumps 329.050 South 12.0 2 18 Hand pumps 331.400 North 7.0 1 19 Hand pumps 331.500 North 20.0 3 20 Hand pumps 331.550 South 8.5 1 21 Hand pumps 331.600 South 9.0 1 22 Hand pumps 332.200 South 8.5 1 23 Hand pumps 335.250 North 22.0 3 24 Hand pumps. 336.200 North 5.1 1 25 Hand pumps 341.700 North 4.2 1 26 Hand pumps 351.200 South 3.1 1 27 Hand pumps 352.100 North 15.0 2 28 Hand pumps 352.210 North 6.5 1 29 Hand pumps 359.550 North 5.8 1 30 Hand pumps 375.900 North 10.1 1 31 Hand pumps 379.150 South 11.1 1 32 Hand pumps 381.950 North 24.0 3 33 Hand pumps 383.900 South 12.1 1 34 Hand pumps 83.950 North 14.1 1 35 Hand pumps 383.970 North 15.2 1 36 Hand pumps 385.700 North 10.0 1 37 Hand pumps 386.600 North 12.1 1 38 Hand pumps 386.750 North 25.0 3 39 Hand pumps 391.900 South 21.0 3 40 Hand pumps 392.650 North 15.1 1 41 Hand pumps 393.100 North 12.1 1 Note Type -1: Hand pumpsto be relocated Type - A Well to be relocated Type- 2 Handpump in the RoW Type- B Wellwih in RoW Type - 3 Hand pump on the edge of the ditch Type - C Well on the edge of the ditch

Appendix 4 Cultural properties to be relocated Chainage Type Side Distance Remarks 373.900 Temple+well South 7.0 Well is in use presently 368 100 Temple+well North 5.0 Well is in use presently 352.100 Well South 6.0 Well is in use presently

I @pA j4ssL.% EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Appendix 5 List of borrow areas S no. Chainage Distance from ROW Side of Road 1 325.650 South 250.Om 2 329.605 South 200.Om 3 333.600 North 225.Om 4 337.100 South 200.Om 5 340.680 South 225.Om 6 343.600 North 200.Om 7 347.300 South 225.Om 8 351.600 North 250.Om 9 356.500 South 225.Om 10 361.600 South 200.Om 11 365.150 South 250.0m 12 369.600 North 200.Om 13 373.550 South 225.0m 14 377.600 South 200.Om 15 381.650 South 225.0m 16 385.600 North 250.0m 17 389.650 South 300.Om 18 391.600 South 200.Om

Appendix 6 Recommended Quarry Areas S no. Place Material type 1 Jotana,Fatehpur Sikri Rock 2 Bayana(Damdama) . Rock 3 Tora, Ghatta, Indrauli,Sikri (Deeg) Rock 4 Palla,Ghatta, 1ndrauli, Lasher (Kaman) Rock 5 Naya gaon, Chora gaon, Shankarpur,(Gwalior) Rock 6 Rishari Rock 7 Digara, Laxmanpura,Bijoli, Katili, Pa8liSwissa Pahhari, (Jhansi) Rock

Appendix 7 Water bodies for enhancement

S DistN Side of Location Size Existing condition' land S. oad.(in) Road LoainL (in) x B (mn) us I remarks Design Prepared Presentlysinghara Detaileddesign 1 1.5 South 332.200 50x40m cultivation happening drawing No, 1 B1332.2/4 An old ruin stands on a Detaileddesign 5.0 North 388.900 200x40m hillock close by drawingNo. I B/388.2/8 Bawan Bhigha- very near Detaileddesign 3 25.0 North 389.800 300x300m Kwaja ka Phool drawing 25 N389.81P No.10

Appendix 8 Proposed Truck Parking Lay-byes along the Grand Trunk Road S. No. Location Direction Remarks Design Prepared

1 | 382.750 North Proposedin Engineeringdesign Typical Design Drawing Engineering ~~no.T-14

[ P., EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Appendix 9 Major and Minor Junctions identified for enhancement

S. No. I Location - Type of Junction Remarks Design Prepared Major Junctions Typical Junction 1 326.125 Y Junction Start of Ekdil Bypass design DrawingNo. 4 Typical Junction 2 327.000 Y Junction End of Ekdil Bypass design Drawing No. 4 TypicalJunction 3 336.000 Y Junction Start of BakewarBypass design DrawingNo. 4 Typical Junction 4 339.300 Y Junction End of BakewarBypass design Drawing No. 4 TypicalJunction 5 342.500 Y Junction Start of UjhayaniBypass design Drawing No. 4

6 350.500 Y Junction Endof UjhayaniBypass Typical Junction desion Drawing No. 4 7 347.600 Y Junction End of AnatRam Bypass designTypical Drawing Junction No. 4 8 353.0500 Y Junction Start of Ajitmal Bypass Typical Junction ______~designDrawing No. 4 9 358.700 Y Junction End of Ajitmal Bypass Typical Junction ______~~~~~~~~~~designDrawing No. 4 10 360.400 Y Junction Start of BhikepurBypass Typical Junction ______~~~~~~~~~~~~~~~~~designDrawing No. 4 1 363.450 Y Junction End of Bhikepur Bypass deTypical Junction ______design Draw ing No. 4 12 366.450 Y Junction End of MuradganjBypass Typical Junction ______~~~~~~~~~~designDrawing No. 4 13 371.500 Cross roads, Bus stand can be proposedon Typical Junction Majorjunction both sides of the road design Drawing No. 3 14 378.300 Cross roads, Bus stop also proposed Typicag Jungtion ___ I_ _. Major junction design Drawing No. 3 Minor Junctions 1 330.400 T-Junction Rural Area design DrawingNo. 5

2 357.500 T-Junction Rural Area Typical Junction ______design Drawing No. 5

I -a ALueLe:b2 ==7D EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Appendix10 LandscapePlans

I Zg7=O Package IC TCS Trees No. Shrubs No. TurfingArea (M2) 1a Cassia biflora 167 14400 Total 167r 2a Madhucaindica 1698Bouganvillae 6793 Gravillea robusta 10190 Total 6793 Total 11886 r 2b Madhucaindica 975 Bouganvillae 7800 7 Gravillea robusta 7800 Total 7800 | Total 8775 2c Madhucaindica 200 Bouganvillae 800

_ Gravillea robusta 1200 Total 800 Cassia Nodosa 800 Total 22001 2d Madhucaindica 1067Bouganvillae 4267 Gravillea robista 6400 Total 4267 Cassia Nodosa 2133 Total 9600 2e Madhucaindica 167 Bouganvillae 667 Gravillea robusta 1333 Total 667 Cassia Nodosa 667 Total 2167 3a Mangiferaindica 50 Bouganviilae 400 Acacia auriculiformis 400 Total 400 Total 450

3b Mangiferaindica 3785 Bouganvillae 15140 Lagerstromiaflosreginea 22710 Total 15140 TerminaliaArijuna 15140 Acaciaauwculiformis 15140 Total 56775 4a Syzyniumcumini 75 Bouganvillae 600 Lagerstromiaflosreginea 300 Total 600 ____=___Acacia auriculiformis 300 Total 675 4b Syzyniumcumini 158Bouganvillae 1267 Terminalia arjuna 633 Total 1267 Lagerstromiaflosreginea 633 Acacia auriculiformis 1267 Total 2692 Total Acaciaauriculiformis 17107Bouganvillae 37733 14400 Cassia Nodosa 3600 Cassia biflora 167 Gravillea robusta 26923 Total 37900 Lagerstromiaflosreginea 23643 Madhucaindica 4107 Mangifera indica 3835 Syzyniumcumini 233 Terminalia arjuna 15773 Total 95222 L S5 'L55-11111 7;3 7-3 1|5[1±115 55 1.2

SECTION:TCS-1. Ia

-.j

' ;: --- t…-1------l-.------. - … . - …- -… -:-,.t 1-- --1-- - … -- TRE *-____-I------.-- N1- --T------a~-~ --. 4-

*…------I-7--~--7 ------.-

r - ~ ~ -- ~

- ~~~------RF-2 D- - -- ….---

0z - - - - -1- - …_ r | PKG:1-C, Desi------2 lff INDEPENOENI 98t.0 14.-1535.-6,34ENvlRONME IIt - 64.4,- --- EE

PLAN: TCS-1,1a

PKG

~'~~GRANDTRUNK( ROAD NROVDIIENT PROJECTNE HWsAUt Okd E 1 INDEEONDETERNENALE"EW JLIKI 0 ~~~~~~I)No 1-e is to be pIeted w.Osis 2 6ieCI0 .e.1 -0"iti t Las Amaoiins SoUtS* PVt. Ltd. 2at.)Adte not nner ond OUter I- of ree. oreb to b .P.epr ~CflSS IffsOCebtee ivesieatoo nlffs othemmsedbr o.ed.eleed o & * *IO LANDSCAPE PLAN FOR PACKAGE: IC, TCS-1,1a (Urban) LandscapeSection: 321-393 Design Chainagefor TCS: 0-2, 9.8-10.7, 14.6-15.3,55.9-2, 63.4-64.4,66.2-67.3 Length (m): 12000 Average ROW available:42m Space for Plantation: None Both sides

North Service Lane Species Spacing No. of No. of Turfed area(m2) ______~~~~~~~~~(tbm c/c) trees shrubs Tre ra(2 1 row (322.075- 322.325+335.975- Cassia biflora 3 167 336.225) South Beyond Daylight So uth L ine ______

Median (1.2m) Median Median(1.2m) Grass 14400 Total Section _ _ Cassia biflora 167 Total Trees 167 Total Shrubs 0 _ Total Grass -1440 5.0 - -.4. l 1 7,3 5 73 il.3.A On_ 10.0 _ .

SECTION: TCS-2-ca

TT 0 X - GRAVILLEAROBUSTA

l 4 g X tW - 01-.….4E-I

ID ~ I

- ,-]> i_ ___r__ ¢ . .. _ 4~ , _ BOUGANVILLAE

t-- kfT r 01 FG t -- ?- :-~ @M C/C

A 0gi-K __e __<{ ___-__54 --

L- -L -Q0- ~ ~ ~- © 32M C/C

------F---e------o -40 i . > °0 MADHUCAINDIC

PLAN: TCS-2-a t,~~~~~~~~~~ I-P

_ 4-~~1 gI-mA

P19G:1- C, Des.ign CH: 10.7-14.6, 6.25-9.8, 29.26-32 RURAL SECTION RIGHT SIDE WIDENING Averoge ROW cvoiloble =40 ROAD LANDSCAPE SECTION: 321-393 |Space ior plantation =7.4m oDn left side At 334.275-334.525(N). one row of 4 10mr strip on Right Homelia pc tens (tali shrub) to be plonted ti 3m c/c| in the inner row(south side)for noise mitigation At 33.7-355N oneF rrcrr ol _ 1G sti on RightfulK_

|omelo OWpo 55|tren (tilshrb to be planted @ioi3m5n ncn/citn t lFbv -PAND -TP-NK-ROD IM NTPJT NaGa7H2,AHUGbA Y ONDI l RINDEPENDEN ENVIRGNMENGeLREVIEW 1 1 l =4

0 0 O'S 1) No t,.e ta be plooted ,,Ih,o 2,5"~ f -a;s.fi~q two. FhNb lAsaoeks SoUthAska PVL. Utd.

2) Aternote fleer and outrwroas or trees are to be repeate t*SS1UC where evec eutro 000nc0 5s avoJilale, or deleted wlrerere, IX,d i2 1.- L A41 eAscits.I~IAA11110 A|c t | c m_ wX 11111111 LANDSCAPEPLAN FOR PACKAGE: IC, TCS-2a(Rural) LandscapeSection: 321-393 DesignChainage forrTCS: 62549.8, 10.7-14.6, 29.26-32 Length(m): 10190 AverageROW avaiable: 40m Spacefor Plantation: 7.4m Left l Om Right North BeyondDaylight Species Spacing No.of trees No.of Turfedarea (m2) _Line ( m dc) shrubs_ Ist row Madhucaindica 12 849

2nd row Gravillea 3 3397 2nd row ~robusta South BeyondDaylight Line

l1st. row Madhucaindica . 12 849

2nd row Gravillsa 3 3397 ______~~robusta______3rdrow Gravilea 33397=

Median (5m) Median __ _ _ lst row Bouganvillae 3 3397 .______2nd row Bouganvillae 3 _ _3397 Total Section _ Total Madhucaindica 1698

Total Gravila 10190 ______~~~robusta ______Total Trees _ _ 11888 ______Total Bouganvilsae 6793 . - Total Shrubs 6793 |L,,0 | 7.3 5 7.3 4.0m 10.0 SECTION: TCS-2-b

;------'------t--- t y OUA ANVILLAE

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

MAHUA NDC

!. - t -t--:-G------

I X 1 t__t L_i__i I 12M C/_C

(g PLAN:Vs TA Vcr TCS-2-b _~~~~~~~~~~~~~~~~~~~I I

. ~~~~~~~~~~~~RURALSECTION PKG:1- C. Design CH 2-5.1. 46.7-47.9, 48-5-55.9.CONCENTRIC Average POW ovcilable =36 ROAD LANDSCAPE SECTION: 321-3'93 Spauce for plcntation =Om on each side + 10m strip on Right

INDEPENDENTEWvRONIVIENTAL REVEW I 1 _ S

O O -EV. 9;" |oNo 1) No treeiS tO tbe tPOrted-itwin 25 *11 0,,r ehlistq- tree. tm |[iM AsoWfts &8>l0 Aftr PVIt Lld ?0;= 2) Ait,ent. inn.r ond .. kW -.w of 1-. .e. torte -prrt.d TM n A^L r_"_. Lw--- ASiaCtff --- .r"s; --- othe%ise ored 1 |-- -rmcrress -hereever jbwbseee unie ]--Io LANDSCAPEPLAN FOR PACKAGE: 1C, TCS-2b (Rural) LandscapeSection: 321-393 DesignChainage for TCS:2-5.1, 46.747.9, 48.5-55.9 Length (m): 11700 AverageROW available: 36m Spacefor Plantation: lOm Right

North Beyond Daylight Sc Spacing No. of No. of Line (@ m dc) bres shrubs

South Beyond Daylight Line 1strow Madhucaindica 12 975

2nd row robusta 3 3900

3rd row Gravillea 3900

Median (5m) Median 1st row Bouganvillae 3 3900 2nd row Bouganvillae 3 3900 Total Section

Total Madhuca indica 975 _.._

Total Gravillea 7800 ______robusta _ _ _

Total Trees 8775 ___8775 Total _Total Bouganvillae 8775 7800 Total Shrubs 7800 3M C/C 0 1420 m I 1 7.3 5 7.7 3 II Q.in1n 1, SECTION: TCS-2-c

GRAVILLEAROBUSTA - C - __-- MADHUCAINDICA - I +I- 111 e-i-- -- I-- -

.i I -- ~~-00-'- - r-

| RURAL S CTION PKG:I- C, DesignCH: 19.6-20.8.RIGt1T SIDE WIDENING Avpercage9e ROp cla bleio =60mrtanlftsd

ROACGLANDSCAPE SECTION: 321-393 Spc| o plnato =233m on right side __ | ! + tC~~~~~~~~~~~~~~~~~30mati n right sid SOUGANVILLAE - ._ _ _ _

b~~~~GA Mcovuv.GUNDlRtNK0ADIMFVEMENT PRtOJEK Hkw" A*_ ay_ Otfhdb toEEs i~~~NDEPENDEN7 ENIARONMENtAL REVIEW_ _|tl

Ire An4 U d.b OtOwIsiriNtN.NristI. rpt-didhibbpmofrJn5si2Irbe ll;IJ_ &PA1LIid. S777v7MVP5 Alt-rnte lUf<;2) j-.,r -ona . .I~ Oace'Xovalbeo1- altetb ,r.r .ter l= _wamao_ L A--ociot M l ilb)~.- s sDPce.. I-, E = t -. -, -_ LANDSCAPE PLAN FOR PACKAGE: IC, TCS-2c(Rural) LandscapeSection:321-393 Design Chainagefor TCS: 19.6 -20.8 Length (m): 1200 Average ROW available: 60m Space for Plantation: 23.38 Left 13.03 Right North Beyond Seis Spacing No.ot No.ofaram2 Daylight Line Sei (@ m CO treesf shrubs r a (mZ

1st row Madhuca indica 12 100

2nd row Gravillea 3 400 ______robuSta______3rd row Cassia Nodosa 3 400 4th row Gravillea 3 400 rw robusta _5th row Cassia Nodosa 3 400 South Beyond Dayli ht Lne

I1strow Madhuca indica 12 100 2nd row Cassia Nodosa 3 400 Gravillea 3rd row robusta 3 400

edilan(5m Median _ 1st row Bouganvillae 3 400 2nd row Bouganvillae 3 400 Total Section _ Total Madhuca indica 200 Total Gravillea 1200 Tobl____ robusta 1 ____. Total Cassia Nodosa 800 Total Trees 2200 .____,Total Bouganvillae 800 ITotal Shrubs 800 100 40m. | 7.3 5S! 147rA0- 100 L7. SECTION: TCS-2-d

-L

BOUGANVILLAE> ~~aJ. ~~~-H-3MC/C ------

©GRAVILLEA 32M C/C *3DBU JSTA I

MADHUCAINDII

© 3M C/C - -~~~~~~~~~~~~~Spc fr lntton=2-o letsd

PKG:l- ~~~TKESPC, Design CH: 62-63.4, 54.8-166.2.67.3-68,69 9-72,.85A TRURiAL S-SECTION - RIGHT SIDE WIDENING Averoge ROW available =45M

ROAD LANDSCAPE SECTION: 321-393 + lOm strip on Right

C>>~~~ *GE5° TRUNKi|tRANO RO0AD IMPJVBAENT PROJ CT t:t |NblH9hwmWAurf Os, ,K Ei ESI I l INDEPENDENT ENVIRONMENTAL ECT REVlEWW_m

O a XC 515 G 1) N< I- is to b2 Pl-3.4 .dh;, 2.5 - e - I 6f . RURAW AEdlCTN South AtPVLd. 2) Alt::..ot. io-, cnd ouler - w ofIr- e Os0b xpceTSD_L Aarce L CIGHT SD e-WIDNINisspoce -A iV0 s p-4idd ROW voiloble Sou-t..Adahi-45 LANDSCAPE PLAN FOR PACKAGE:lc, TCS-2d(Rural) LandscapeSection:321-393 Design Chainagefor TCS: 62-63.4, 64.8-66.2,67.3-68, 69.9-72.8 Length (m): 6400 Average ROW available: 45m Space for Plantation: 12m Left l0m Right Noith Beyond Spacing No.of No.of North Daylight Species (@ c/c) trees shrubs Turfed area (m2)

Line ______1st row Madhuca indica 12 533

2nd row Gravillea 3 2133 3rd row Cassia Nodrosa 3 2133 South Beyond Dayl ghtLine 1st row Madhuca indica 12 533

2nd row Gravillea 2133 Gravillea 3rd row robusta 3 2133 Median (5m) Median 1st row Bouganvillae 3 2133 2nd row Bouganvillae 3 2133 Total Section Total Madhucaindica 1067

Total Gravillea 6400 Total______robusta 6400 Total Cassia Nodosa 2133 Total Trees 9600 Total Bouganvillae 4267 Total Shrubs 14267 ~- ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 J?

0 *90 *c24.O 7.3 .|5 , 7.3 [11 4.0n 10oo .12 SECTION: TCS-2-e

50HUCANVILLAE i © 3M C/C ---- o ------

COSSIA NODOSA-- -- *------00 ------_ La 3M C/C _G _ -

GRAVILLEA ROBUSTA I ------00 ------3MC/C© -v-fP-

MADHUCA INDICA -I - - G---o ------© 12M C/C -- t0~~~~----0 X------00I ------*------s- I

------

( i ------se-= -

PLAN: TCS-2-e

I GRANDTRJJNK ROMAD EROVBMEN PRO.JECT M ~fl AIh~Uy8DjtoeOf Indt (~(Dl uzowaNDEPENDENT ENVRONtMENTALREVIEW U l t_ t

rN tree i. bbe plontd lh 25s olF etlo o F L a 8auUdA0Ih Pyt Ld. 2r Alten-t ever Ond5rJ Oter sr0t btree .te tO be coca ed .. . | aala ta A-socOtO, =Gl Sv no .00 -leSrere eOCo ever qotrq5 oilobspace e. unless C OvOitObIt. OtheWi-5eOr Celetedspeoilhed._Ietre eve.. * j 0 a.1111 LANDSCAPEPLAN FOR PACKAGE: IC, TCS-2e(Rural) LandscapeSection:321-393 DesignCha.nage for TCS:38.1-39.1 Length(m): 1000 AverageROW available: 54m Spacefor Plantation: 21.3m Left lom Right Beyond Spacing No.of No.of North DaylightLine Species (1i m cic) trees shrubs Tured area(m2 1st row Madhucaindica 12 83 2ndrow Gravillea 2nd row robusta 3 _ _ 3rd row Cassia Nodosa 3 333 4th row Gravillea 3 333 robusta 3_333 5th row CassiaS osa 3 333 South Beyond Dayli ht Line 1st row Madhucaindica 12 83 Gravillea 2ndrow robusta 3 333

3rd row 3ra 333 Median (5m) Median 1st tw Bouganvillae 3 333 2nd row Bouganvillae 3 333 Total Section Ttal Madhucaindica 167

Total Gravillea 1333 robu-sta______Total Cassia Nodosa 667 Total Trees 2167 Total Bouganvillae _ 667 ,Total Shrubs t_.._667 t r- 7

4.0 1137.3 5 73 ( . 10o

SECTION: TCS-3-a

I I qi Iq

- _~00 - - r-

------BOUGANVILLAE

i 00 0 Xi4 0 <4 _ 3m C/C 0~ ~ ~ O~ -- 12M C/C

00------~ ~ ~ ~ ------MAGNIERA NDICA

-4 - -0- i -.. La

----K oo--0 4 -.- t

*K-- . ~ - . .------

___ - _ -_- o _ _ __ ACACIA AURICULIFORM 0eo -t ----

PLAN: TCS-3-a

PKG:1- C. DESIGN CH: 47.9-48.5.Concentric Widening RURAL SECTION ROAD LANDSCAPE SECTION: 321-393 Averoge ROW avoilOble =32 At 368.775-369 025, on extra row of shrubs to be plonted Space for plontation =0 on Each side on the south side for noise mitigation -I- IOm strip on Right

GRAM TRLnK IOM WO M - 114E0T11 a AI >O zn, I NEPNDENTENVIRON ENTALREVIE W .II .

00 o 11v1| I)IJo egNito ob be pb.td wih;b 2.5m of on e.i,t;n t Ife INeP|M S8 AIMPAL UL |uIS| 1 2) AfWlcole inoer oed oute, "sof 0 eel ar to be ePeed f he evel *.t0 Spoce is 0p0i13* or deetd bterevr 1 TC IA eW. pcw is obl.e LANDSCAPE PLAN FOR PACKAGE: 1C, TCS-3a(Rural) LandscapeSection:321-393 DesignChainage for TCS: 47.9-48.5 Length (m): 600 Average ROW available: 37m Spacefor Plantation: 4.4 Right

North Beyond Daylight NrhLine Species (mSpacing doc) No.trees of shrubsNo. of Turfedarea (m2)

South Beyond DaylightLine 1strow Mangifera 12 50 indica Acacia 3rd row Aunculiformis 200 3rd row Acacia 3200 Aunculifonnis 2nd row(368.775- Acacia 369.025) Aunculifonnis 83 iedian (5m Median _ 1st row Bouganvillae 3 200 2nd row Bouganvilae 3 200 Total Section Total Mangnifera 5 Total__ indica

Total Acacia 400 ______~~~~Auriculiformis40

Total Trees 4_ _ _Total Bouganvillae __400 Total Shrubs 400 .50 20.7 | .0 ii.7.3 S 7.3 t.4,*.O 2. 00 .|

SECTION: TCS-3-b

4;:E~YN_T__ MANGNIFERA INDICA

B_: . _ _ z K~~~~~~~~I 1I I ~~~TE R M IN A L IA A J N

PLAGERSfROMIA I FLOSREGINEA

7 tX > g 0 0 _- U RUI~~~~~~012MC/ BOUGANVILLAE

'z zLz~~ziz--- A ACACIAAUJRICULIFORtV4

PLAN: TCS-3-b

&)

* RAD ThR4MKROAD IMPROVEMET PROJECT I AuUiaftyOf Inds i!I323 k^< s INDEPENDENTENVlRONMENTAL REVIEW . iu

O O0EI S1WC-- " 1 No tre a. to Ptepo thd 2tt,.5./ at- of t"s beN UNs |.a9. SA Put Ld. 2) Alkt.t r endolred t-t.s..oes a t- e. or :iiii | mtoet Seohted PAI L t'l AnSoo,OteS I|' aroCe iS ooilble.C t,IesSot,'erAisC apeCitied. 00S 10't5 ar 00 Vlbl.o eee 0 Ij ~ W t .,eoe LANDSCAPE PLAN FOR PACKAGE: IC, TCS-3b(Rural) LandscapeSection:321-393 DesignChainage for TCS: 5.1-6.25, 19.3-19.6,20.8-29.26, 32-38.1, 39.1-45.8, Length (m): 22710 Average ROW available:80m Space for Plantation: 23.75 Left 33.75 Right Beyond Spacing No.of No.of North Daylight Species n trees shrubs Id area (m)

_____Line (~md) tes srb 1st row Mangifera 12 1893

2nd row Lagerstromia 3 7570 ______flosreginea Terminalia 3rd row Ariuna 3 7570 South BeyondDaylight Line 1st row Mangifera 12 1893

2nd row Lagerstromia 3 7570

3rd row Terminalia 3 7570 ______~Aruna______4th row Lagerstromia 3 7570 row flosreginea . 5th row Acacia 3 7570 auriculiformis 377 Acacia 6th row auriculiformis 3 7570

edian (5m Median L l l______11st row Bouganvillae 3 7570 12ndrow Bouganvillae 3 7570

rtls,Total Mangiferainctitca 383785

Total Lagerstromia 22710 flosreginea

Total Terrninalia 15140 ______A r)una______Total Acacia 15140

______auriculiformis154 Total Trees 56775 . Total Bouganviltae 15140 Total Shrubs 15140 r

4.0 77.3 73 40 O'-L 1070 2.

SECTION: TCS-4-a

LAGER STROMIA _ < FLOOSREGINEA------@3M C/C

©BOUGANVILLAE 3M C/C - ETI- -393 - A-er-ae----- s ^i

SYZYBIUM CUMINII- - - '-

- -P--A-TCS--4- -a

@ 12M -~~~~~~~~~~~~~~~~~~~c/C 0----sri ~rR;h X) PR

PsC Dg H 5 47 E V_t_O1 WIj IRA- I

43~ ~~ ~~ ~ ~ ~ ~ ~ ~ ~~~~~~~~a- fo planatic =Or on Lefsid OSpCol; for pnttiC1 n =10m P stri on ihn 2.5ghto sxidtr re. t 4.4mbbP onR L desii8

! l ess saoce~~mdvioie mce uaiiaei, othrw-detield -he TM _ 6A LANDSCAPE PLAN FOR PACKAGE: IC, TCS.4a(Rural) LandscapeSection:321-393 Design Chain-go for TCS: 45.8-46.7 Length (m): 900 Average ROW available:37m Space for Plntation: 14-4 Right

North Beyond Daylight Spacing No. of No. of Noryhonn Species (O mndc) trees shrubs Turfed_rea__m2

South Beyond Daylight Lne _ Syzynium 12 75 1st row cumini 27 Lagerstromia 2nd row flosreginea 3 300 Acacia 3rdraw Auriculiformis

Uedian (Sm Median 1strow Bouganvillae 3 300 2nd row Bouganvillae 3 _ Total Section

Tdtal Syzynium Total______cumini __ _ 75__

Total T Lagerstromia _00 ______flosreginea ______ITotal Acacia 300 To_tal Auriculiformis _ Ttal Trees r _ __ 675 |Total Bouganvilae | = __ _ iTotal I Shrubs _ I _ __600 -~~~~~~ -

L4. 1 7 4. 0 * O Z .

SECTION: TCS-4--b

YZYNiUM CUMIMHI - ___

12M C/C- - ._

OUGANVILLAE' . -. 35m C/C

AGER STROM IA -- -- 1. -- -- 0- r LOSREGINEA - - e - - -- -

ERMINALIAARJUNA _ - p - -

@ 3M C/C -

PLAN: TCS-4--b

PKG:1-- C, Design CH: 68.0O-69.90 .LEFT SIOE WIDENING RURAL SECTION

ROAD LANDSCAPE SECTION: 321-393 AverageSpace forROW plantation ovoiloe -Om=Om on Left s~de 12.4m on Riget side

Ci'"0I)EZEO AI-EE W R U E I U M I M|(O^lP RO VE M E WrR AJ- C t O f .>

)NDEPENDENTENVIPONIi4ENTAL REVIEW PRO1E1

0 O sceas ss '1) N. t,ee is t be Plantedoitshr 2- oatm an e-;ttsk Ir,e.ei j LA Auoot Stau A4h PAlt Ud LM

less space is avoilObie. alsic, athetrese specified _ g flC00S5 rlAra.a 2> heret CrC' eatrao spaces aable.- of tre,at Peletdare to eh,-ceebe p td TC84 ee LANDSCAPE PLAN FOR PACKAGE: IC, TCS-4b(Rural) LandscapeSection:321-393 DesignChainage for TCS: 68-69.9 Length (m): 1900 Average ROW available:45m Space for Plantation: 12.4 Right

North Beyond Daylight Species Spacing No. of No. of Turfed area (m2) Line (@ mc/ trees shrubs

South Beyond Daylight Line Syzynium 12 1st row cumini __2 _ __

2nd row Acacia 633 Aunculiformis 3rd row Lagerstromia 3 633 = ___3rd ____row__ flosreginea 333 4th row Terminalia 3 ariuna 633 Acacia 5th row Auriculiformis 633 ledian(5m Median I 1strow Bouganvillae 3 633 2nd row Souganvillae 3 633 Total Section Total Syzynium 158 cumini Terminalia 633 ai)una Total Lagerstromia 633 Total___ flosreginea Total Acacia 1267 ______Auriculifoffmis 16 Total Trees 2692 . i ~ Total Bouganvillae 1267 Shrubs 1267 EnvironmentalManagement Plan - Package I C Grand Trunk Road ImprovementProject

Appendix 11 Noise Mitigation Locations

l Distanceof Distanceof Size of Chainage Side of Name of buildingfrom Boundarywall buildingB(m) No. of Mitigation Proposed the road institution Carriageway from Carriage L (in)m storeys (Drawing No.) (m) Way (m) Height of the boundary wall will be raised to 5.5m. Space between the 322.200 North Schools Jr. 80 60 15.0 x 4.0 Singlestoried structure boundary and the school High School building is recommended to be thickly planted to a distance of 10Cmon either I______sideof thestructure(NM -1C-1) No Boundary 5.0 x 12.0 Singlestoried This structure in conjunction with the 331.500 North School 33 No Boundary 5.0 x 12.0 Singlestoried adjacent school at 331.900 shall be wall provided with a noisebarrier(NM-1C-2).

No Boundary A boundarywall of height 5.5m shall be 331.800 South School 60 wall 20 x 50 Singlestoried constructed and openings will be double glazed(NM-1C-3) This structure in conjunction with the 331.900 North School 30.5 13.75 12.5x76.5 G+3 providedadjacent withschool a noiseat 331.500 barrier shalland topbe floors shall be glazed(NM-1C-4) Height of the boundary wall shall be raised to 5.5m, Trees and shrubs to screen the noise levels shall be planted 334.400 South School 29.5 6 5.0 x 20.0 Single storied within the RoW extending to 100m on either side of the building and all openings shall be double glazed(NM- 1_C-6) Height of the boundary wall shall be raised to 5.5m and all openingsshall be double glazed. Trees and shrubs to 336.100 North School 22 14.5 19.0 x 6.0 Singlestoried recommended to be planted between the structure and the source extending to 1OOm on either side of the l______building(NM -1C-7). 351.750 NorthF CornmunityC Height of boundary wall shall be raised Norh1o75u0ty31 526 sq m to 5.5m(NM-1C-8).

3868.900 South iSchool Boundary 12.0 x 13.9 Single storied theCpremises(NM-1C-9)n 3890 South Scohaloostutinofbonar al ron Height of the boundary wall shall be raised to 5.5m and space between 374.200 South School 35 No Boundary 12.0 x 13.9 Single storied boundarywall and trees/shrubsshall be wall planted within the RoW upto a distance

I______I______of 0oomon either side of the structure lI l Height of the boundary wall will be 381 900 North School 40 No Boundary 8.5 x 12.0 Single storied raised to 5.5m and Thick plantation I l wall within the RoW up to 100m on either i______l______I______l__ side of the building(NM-1C-10) I I| l Height of the boundary wall shall be 384.000 South |Schoci | 65 15 |12.7 x 7.6; ised to 4.5meand space betweenthe chool I 15 ~~~~~~~6.0x 13.2Snlstre boundary and structure of the school Ishallbe planted(NM-1C-11) I l l l jA boundarywall of height 5.5m shall be i ~~~~~~~NoBoundary 11.6 x 6.8 constructed and openings in the walls 386 5001 North School 27 wall 6.5 x 21.0 Singlestoried of the structure facing the corridor shall l______l______i ______I I I l______I be double glazed(NM-1C-12)

Appendix 12 Table of ProposedBus Stops along Grand Trunk Road S. No. Location Direction Remarks Design Prepared

1 369A400 Nikla/Karampur Proposed, 10 - 15 people are Typicaldesign drawing seen stanPding No. T - 33 to T - 34. 2 371.500 Maholi/Paner Proposed, 10- 15 peopleare seen Typicaldesign drawing ______standing No. T - 33 to T - 34. 3 i 378.300 Jalaon/Auriya Proposed, 10 - 20 people are seen Typicaldesign drawing ______. E______I______standing No. T -33 to T -34.

Loa Astsociates IM7o EnvironmentalManagement Plan - PackageI C GrandTrunk Road Improvement Project

Appendix 13 Cultural Properties Identified for Typical Enhancement S. no Chainage Type Side Size -Railing(T-28, Type-1) Paving (T-27,Type-2) 1 369.600 Temple North Smx5m 20sqm 2 380.600 Temple South 15mx5m 1O.Om 48sqm 3 376.400 Temple North 5mx5m 1O.Om 15.5sqm

Appendix 14 Cultural Properties Identified for Specific Enhancements

S. No. Type Location Dist. From Side of Remark (Existing / Design Prepared OW (in) Road Proposed) 1 I Temple 322.250 10.0 North Elevatedfrom G.L. at a ht Detaileddesign drawing 1 ~~~~~~~5.5 m ~~~~~~~~~~~ofNo. 1C1322.25t1 Detaileddesign drawing 2 Temple 323.300 4,0 North Premises size - 35x22m No.1 Cd 323.3/2

3 Step well 327.600 5.0 South Very close to carriageway. DetaiNeddesgn drawing

4 Temple 351.150 2.5 North Premise size - 25x60m Detaileddesign drawing l______majorcomm. area (TS) No. 1C1351.1515 5 Well + Temple 375.400 8 0 North Mango Plantationat back Detaileddesign drawing ______~~~~~~~~~~~~~~~~~~~~~No.IC/ 375.4/6 300m long wall enclosing Detaileddesign drawing 6 [ Villagewall 388.100 8.0 South village No. 1C/388.1/7

LAnze pa ILea MIsnrltsb EnvironmentalManagement Plan - Package t C Grand Trunk Road ImprovementProject

Appendix 15 Reporting System

I oa AsneiaaebS 7T 0K

at c

Lea AssociatesSouth Asia Pvt. Ltd. LeaAssoc~ates New Delhi J Po j GRANDTRUNK ROAD IMPROVEMENT

w. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I 4, l

I *, i iw I _ E * * C-ontractor...... _=__r...... __,_I__r Desired Uonltodng and Repoetng Process and Resposbilities

IonbzctoSupSupu _ onn Pretd ImemeN&_atIon Uirt NH ) Wod Banl sfte of Fonnat cenrator Cor mtit (sc) NIIAI CentM. 1 Con1stmUctO No. IRem knlmpentatonand Su Reporting vrm ldReport to NHAI Oversee ReOrtto Dereed Reporig to SC t PIU (Center) B R Targt t for EMP PCI Reporting One Time Onerune Onegme Onetme P02 Report for EMPTargets Maly M__ OWN" K Yeartu Qi YOftY Reprti for Tree PC3 TT4..tston MonaHy ihbMat uar Qu____ P04 Culbt Pperty Relbdocation Mont Mh. Mond 0 wrbt( Quwatery Quf PCS Rdocationd Bus Sops Morn U Mm"yrb QuatFy Qum"_ 5 _ _ Raection of tAty and PC6 Communiy Resourcs MMrt lt Quarlry Quarterly __a__

C1 Target Sheetfor EMPActions One Tume One tine Onetime Targetsheet fbr Enhancement/Mitigation C2 Actons One Time One time Onetime Target Sheetfor Roadside C3 Landscape One Time One tme One bme TargetSheet for Pokution C4 Monitorin One rTne Onetme One time Reportingfor EMPActions CS Targe One rune Fohtly M QUM"ly Haff Yeartly Qu Half Yart

C6 Ternpor A sifiori of Land N Monl Q a_IaMo. C7 Bonowhea Ie"tlction One Time OneTirne One Time One Tie Onerun C8 Soc Idenffcation One Tune Oner u one run urane OneTine C9 a identifiton One Tune One One Timerrne One Time One Time C10 Se"upWodkersa One un OneTime One Time Om lime Onerme Monthlyas ASPer Polution per Quarely as Cil Polution M oMonibMtring Plan Daly schedul Seasny per adiedule Hygene Reportin at Supi_ _ C12 Carntucton Camnp W q D Q w5lmdk __ Waw Requred for C13 Conaticton Wed4 M"MWee Monir Quar HaltYe QuarS Hoff Yearby

Old ,OC14ustSuppr n at Stdk Yel Dal y Mm" MoridwbiU ONY Hdolb a Ha Yeady Dust Supreio at Borrow C15 Areas D__ Daly r i o mu Hlf Yearl Quar eK Yeary Dust Suppresionat 0C16 QuanyICnruherSites D Daly Monlhl .il Q HdfaHrtly 01 Yearl

Road Safetyfor Partial Closure C17 d Two Lt Carriageway Onerune Daly ni Quas u Hd Yearl Qurerl Hoff Ye Road Saietyat Detouron C18 Temnvy Diesion OneTme Daly Monat r QuaitelY HalfYeal Qr" Haif Y y Summary 0IO Mitigalon/Enhancements Monty Flt hftly UMontil jQu!!r Q buaty Yeady Qrum HatrYedty nennactUltigation of C20 Cural Pperes Mon" Fornightly Ma Qua y Qr Yy Qrt Hof Year Enhanceetitigation otf . C21 Water Bodies MiMontt Frtgh McrS Qua Quartel Yea Qwledr HS Yearly Enharcmento Road C22 Juncdkns MoY Faghtly Uadhb Quar Quaers Yeary 2ua Hff Yeay EnhancerenrlMiligationof Bus C23 s oopi Monthly Forbhty Mm" Quarterly Quay Yearly Quarty Haf Yearty Reprtg for Road Side 024 Plantaboionn* otrgty Mor" m rw Qudd ye rv rwud Hal Yeary ISurvivalReportinig of Road C25 SideLcaphgMonth Moffl MonthWy Quare Q(arb Quarterly Yea Quaro HalfYeary Survival Repring for C28 TRnspanted Trees Monthly Monttuy Qu Quary Quartrly Yeady QuarSdy HalFYearly Redevelopmentof Barrow C27 Areas montiuy Monthly Quarrdy rauly Quateri Half Yearry Ouarl Half ry C28 Redevebpn Quames Monthly Monthy nody QrlyQ y Qua HalfYearly Quwy HgYdwly Restoraionof Construcbon C29 Sites Monthly Monthly Quartedy Quarbly Quabiy Yeanly 0uar Half Yearly Construction w 0ioeC30 Disl of ConseucbonDebris Weekly Daily UMorrti Quary Qu Yeary Qu Hff Yearly TargetShed for Polution 01 Monirng One Time One time One Trne Survival Reporbtngof 02 Transplanted Trees _Quart Quartely Yeady Qutarel Half Year Survival Reportingfor Road 03 Side Lascape Q Quartarty Yearty Qumarb Hatf Year

eration Stape 04 Polution monrig Monioring Plan Se y Yeary Yearly QuarteY Net: SupervisionConsulant woulduse the sameformat of the contractorto SC for Reporing GRANDTRUNK ROAD IMPROVEMENT *I PROIECT

. EMP REPORTING Pre-ConstructionStage Reporting by PIU to CNHAI 'I

=-

Contractor-- : SupervisionConsultant-

[ Report dtd- i Package-

Jp- PCI: TARGET SHEET FOR EMPACTIONS REPORTING

(Reporting by PIU to NHAI (Central)) - Pre-Construction Stage: Quarterly Report: Date Month Year

Targets for Activity S.No Pre-Construction Responsible Time Schedule (to be Activity Agency Physical Financial completed by ddimmlyy)

Unit lacs

Site Clearance I Tree Transplantation nos 2 Tree Felling nos 3 Utility Relocation m 4 CommunityResources -Relocation no- (Signed)

Project Director

Tree Transplantnation Plan containing. Annexur 1- List of Trees to be transplantedincluding-arge, side of road distancefrom CW of each tree to be transplantedand locationat which it is proposedto be transplanted. Annexur2- List of Trees to be feled includingchainage package,side of road and distancefrom CW of each tree to be felled. Annexur 3-UtilityRelocation Plan containingList of all Utilitiesto be relocatedincluding chainage, package, side of road, existing distancefrom CW and proposedrelocation site details. Annexur 4-Locationspecific, packagewise list of all communityresources to be relocatedincluding cultural properties,wells, handpumps,bus stops. I PC2: EPORTING FOR E-MAPTARGETI

#(Reportingby PIUto NHAI(Central) ) i Pre-ConstructionStage: QuartelyReport: Date_ Month Year_

Ph ysical Target Financial Tar et _ Completion Target

S.No Activity Responsible Total Target Target % of task Total Budget Target Dateof Completion Reasonfor Achieved completed (bacs) Spent % used Date if taskcompleted Delay if any

1 Tree Transplantation nos _ - 2 Tree Felling nos _ 3 Utility Relocation m . 4Community Resourcesno 4 Relocation nos

(Signed)

Project Director GRANDTRUNK ROAD IMPROVEMENT PROIECT

EMP REPORTING Pre-ConstructionStage Reporting by Contractor to SC

Contractor--

Report dtd- Package- | ~~~PC3:RE-PORTING FOR TREE TRANSPLANTATION1

(Reportingby Contractorto SC) Pre-Construction Stage: Monthly Report -Date Month Year

Chainage Tree Side of Distance CW Date of Chainageof Side of S.No (Km) No Road (NIS) (m) transplantation Transplanted site Road (NIS)

Certifiedthat the above information is correctand all relevantinformation as requiredin attached

ProjectEngineer Transplantation(Contractor)' (SupervisionConsultant) I ~~~~~~CULTURALPROPERTY RELOCATION (Reportingby Contractorto SC) Pre-Construction Stage: Monh y-aMonthReport Year

SNo Chainage Propery Package Date Of LocaIon Side (MIS) Land Use Area Date of ______TypeRelocation lKm) ___ (mxm) Reestablishment

Certifiedthat the furnishedinformation is correctand all relevantinformation as requiredis attached

Project Engineer (Contractor) (Supervision Consultant) I ~PC5: RELOCATIONOF BUS STOPS

(Reporting by Contractor to SC) |Pre-Construction Stage: Monthly Report-

Dateof Relocation S.No Chainage Side (NIS) (ddammoiW)

Certifiedthat thefurnished information is correct informationas requiredis affached

Project Engineer (SupervisionConsultant) (Contractor) PCS: RELOCATION OF UTILITY & COMMUNITY RESOURCES (Reportingby Contractorto SC)

Pre-Construction Stage: Quartely Report: Date_-Month .Year

Physical Task _ Completion Schedule

S,No Activity Responsible Unit Total Completed in Comlet In % of task Target Date of Completion, Reay for Agency Previous Quarter Quarter completed Date if task completed Delayif any

Relocation of Community resources I Wells nos 2 TubewellstHandpump Jal Nigam nos 3 Cultural Properties nos 4 Bus Stops nos

Certifiedthatthe aboveinformation is correct

Project Engineer (SupervisionConsultant) (Contractor) GRAND+s TRUNK ROAD IMPROVEMENT PROJE'g'hT

*.

E'fMPREPORTING * Construction Stage - Reporting by PIU to CNHAIA *

9_

4~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

.* C~ L_4ta aoitra~~~ g 4-rL$5vmdH

* T_ Cl: TARGETSHEET FOR EMPACT1ONS

(Reportingby PIU to NHAI (Central)) Construcfion Stage: Date lMonth Year

Responsible Targets for Activity S.No ConstructionActivity Responsible Physical Time Schedule (to be completed by AgencyPhysical ~~~ddlmmtyy)

Unit 2 Temporary Acquisition of I sites I Landsfor Diversion nos 3 Temporary Acquisition of Borrow Areas nos 4 Identificationof Quarries nos 5 Set up of Constructioncamp nos 6 Setup of StockYard nos Total No of Site specific nos enhancements nos 8 Total no of Typical nos 8 Enhancementsno

9 Pollution monitoring lotios

Separatesheet for 10 Landscapingw slandcape items

Contractor C2: TARGETSHEET FOR EMP ENHANCEMENT IMITIGATION ACTIONS (Reporting by PIU TO NHAI(Central) Construction Stage: Report -Date Month-Year Target to be prepared by PIU before Construction period All Annexures to be appended with format

Implementing Tartgetsfor Activit _____ S.No ConstructlonActirvty Agency PhysDtal Financial Target Date

______Unit X I Cultural Properties Contractor nos 2 Water Bodies Contractor nos 3 Road Junctons Contractor nos 6 Bus Stops Contractor nos 7 Trjck Laybys Contractor nos 8 Access control gates Contractor nos Ramped Access to Contractor 9 embankment nos 1OSteppedAccess to Contractor 10 Embankment nontractor_nos II Sedimentation Chamber Contractor nos 12 Chain link fencing Contractor nos 13 Cascade and Gabion Structure Conrctor nos Barrier to prevent Garbage Contractor 14 dumping nos 15 Handpump Type I Contractor nos 16 Hand Pump Type 2 Contractor nos 17 Hand Pump Type3 Contractor nos 18 Noise Barrier Type 1 Contractor nos 18 Noise Barrier Type 2 Contractor nos 20 Oil interceptor Contractor nos 21 Seating Around tree 1 Contractor nos 22 Seating Around tree 2 Conracr nos 23 Seating Around tree 3 Contractor nos 24 Seating Around tree 4 Contractor nos 25 Seating Around tree 5 Contractor nos 26 Seating Around tree 6 Contractor nos 27 Seafing Around tree 7 Contractor nos 28 Seating Around tree 8 Contractor nos 29 Well shaft touching ditch Contractor nos 30 Well shaft within embankment Contractor nos 31 Well shaft within RoW Contractor nos 32 Canopy Contractor nos 33 Washing Platform Contractor nos 34 Shrine Contractor nos Annexure 1 Location specific list of all cultural properties to be enhanced Annexure2. Locationspecific list of all Waterbodiesto be enhanced Annexure3. Locationspecific list of all Road Junctionsto be enhanced Annexure4. Locationspecific list of all Bus Stops to be enhanced Annexure5. Locationspecific list of all TruckLaybys to be enhanced Annexure6. Locationspecific list of all accessscontrol gates. Annexure7. Locationspecific list of all Rampedaccesses to Embankment. Annexure8. Locationspecific list of all Steppedaccesses to Embankment. Annexure9. Locationspecific list of all SedimentationChambers. Annexure10. Locationspecific list of all Chainlink fences. Annexure11. Locationspecific list of all Waterbodiesto be enhanced Annexure12. Locationspecific list of all Waterbodiesto be enhanced Annexure13. Locationspecific list of all Waterbodiesto be enhanced Annexure14. Locationspecific list of all Waterbodiesto be enhanced Annexure15. Locationspecific list of all Waterbodiesto be enhanced Annexure16. Locationspecific list of all Waterbodiesto be enhanced Annexure17. Locationspecific list of all Waterbodiesto be enhanced Annexure18. Locationspecific list of all Waterbodiesto be enhanced Annexure19. Locationspecific list of all Waterbodiesto be enhanced Annexure20. Locationspecific list of all Waterbodiesto be enhanced nexure21. Locabionspecific list of all Waterbodiesto be enhanced Annexure22. Locationspecific list of all Waterbodiesto be enhanced Annexure23. Locationspecific list of all Waterbodiesto be enhanced Annexure24. Locationspecific list of all Waterbodiesto be enhanced Annexure25. Locationspecific list of all Waterbodiesto be enhanced Annexure26. Locationspecific list of all Waterbodiesto be enhanced Annexure27. Locationspecific list of all Waterbodiesto be enhanced Annexure28. Locationspecific list of all Waterbodiesto be enhanced Annexure29. Locationspecific list of all Waterbodiesto be enhanced Annexure30. Locationspecific list of all Waterbodiesto be enhanced Annexure31. Locationspecific list of all Waterbodiesto be enhanced Annexure32. Locationspecific list of all Waterbodiesto be enhanced Annexure33. Locationspecific list of all Waterbodiesto be enhanced Annexure34. Locationspecific list of all Waterbodiesto be enhanced C3: TARGET SHEET FOR TREE TRANSPLANTATION (Reportingby PIU NHAI Centre) C on stru ct i on Sta g e: Rep o rt -D ate _Mo nt h_ Yea r

Location at which Targets for Activity S. trees to be Financial No. transplanted Physical TotalCost Target Date Km-Km Unit nos Itree _

Certifiedthat the furished informationis correct

ProjectEngineer Contractor (SupervisionConsultant) |C4: TARGETSHEET FOR POLLUTION MONITORING (Reporting by PIU To NHAIC-eintral) Construction Stage: Report -Date Month Year Target to be preparedby PIU before Constructionperiod All Annexures to be appendedwith format

First Year of Construction- Second Year of Construction- S.No Monitoring to be complete by- Monitoring to be complete by- Locations for Rainy Winter Summer Rainy Winter Summer Monleoring Season Season jSeason Season Season Season Air Pollution Monitoring

b.

d ______=______Water Pollution Monitoring l 1 1

Soilr Pollution_Monltr~ _ _L i_ IC5: REPORTINGFOR EMAP ACTIONS TARGETSI (Reportingby PIUto NHAI(Central)) ConstructionStage: Quartely Report: Date Month Year

Physical Target FinancialTarget Completion Target S.No Activity Responsible Target % of task Total Budget % d Target Dateof Completion Reasonfor Agency Total Target Achleved completed (lacs) Spent u Date It taskcompleted DelayIf any

Unit _ _

Enhancementsand Mitiaatons 5 TemporaryAcquisition of nos sites/ Landsfor Diversion 6 TemporaryAcquisiton of nos

Borrow Areas ______7 Selection of Quarries nos 8 Setup of Constructioncamp nos 9 Set up of StockYard nos =-

(Signed)

ProjectDirector GRANDTRUNK ROAD IMPROVEMENT PROJECT

EMP REPORTING Construction Stage Reporting by Contractor to SC

Contractor--

| Report dtd- Package- C6: TEMPORARYACQUISITION OF LAND

(Roportingby Contractorto SC) Construction Stage: Quartely Report: Date _Month Year (Site Layout of all locations to be attached with forrnat)

Target Date for Dat of ILocaon(CPrsent size Existing Trees" Dist from Distance from Remarks by S.No Item Establishment Esblishment H) Landuse (mxm) greater than Nearest Nearest Water SC,ffany ______bilshmont ____ilshrnent 1 H) L nduse_ (mx 30 cms girth Settlement | Source _ _ _ I Borrow Areas

BA3l -BA4

2 Workers Camps BA4l ______._ _I_ _I WC2 _ _ -

3 Site for BatchingPlant

BP2

4 Site for HotMix Plant

HMP2 _ I _

5 StockYard | I I i - I_i

Certified that the furnished informationis correct and all relevant informationas required is attached

Project Engineer Contractor (Supervision Consultant) C7: BORROWAREAS IDENTIFICATION (Reportingby Contractorto SC) ConstructionStage Report-Date_Month_Year

Site Layout of Borrow Area and ProposedBorrow Area ReDevelopment Plan to be attachedwith format Format to be submittedbefore target date as (decidedby PD)for establishingQuarries Borrow Area no. BA Location of BorrowArea (Km) Package

S.No Item Unit Details Remarksby SC Date of BorrowArea becomingoperational ___ ddlmmlyy Current Landuse No of settlementswithin

___ 500mof BorrowArea nos Total Capacity cum No of Trees with girth nos more than 0.3 cms Length of Haul Road km Width of Haul road m Type of Haul Road metaUdirt No of settlementswithin 200m of Haul Road nos Size of BorrowArea sqkm Area of BorrowArea km x km QuantityAvailable cum Dist of Nearest Water y/Present SourceyPrsn_ rce ~~~~~UseJOwnershic) Quantityof top soil ___removed cum Detail of storage of topsoil

Certifiedthat the fumished informabonis correct and all relevantinformation as required is attached

Project Engineer (Contractor) (SupervisionConsultant) C8: STOCKYARDIDENTIFICATION (ReporWng Cyontractor toh) (- Construction Sp: Quartely Report Dt month_ Year (Sie Layout of StockYard to be attachedwith format)

Fonnat to be submittd before target date (decided by PO)for stockyard to becomwopeational StockYard no.SY- Locatln of StockYard (Ki) Package

S.No Item Unit Details Renwics by SC 1 Detail of stockyard dated Sy belowing operationalddimm/yy a PresentLanduse b Sizeof stock Yard sqkm c Area of StockYard km x km d No of settlementswithin 500m of stodcYard e Lengo of Haul Road km f No of settementswilhin 500mof stocYard 9 Ditance fom NearestWaterSourc Typeera

h No. of reeswifth girth more than0.3m. _ . 2 D.b"l of TogmoU Stackirn a Quantlt of topsd sacked cu.m b Detals of Topoi Stacking - Straf CdogoryDetls _ a_ Conent cu.m..m b Aaweg (Coarse) cu.m. c B_um_en _ No. of dnrms d Dbsel e ISand f Saoregate {ne) g Water tani _ ==les ___ 3 D*lhs of VehkbciftX- a No of Tankers nos b no of T ruck nos 4 DOdalb of EoultpmS a SboneCn hfPlant nios b Balc:ft Plants nos c HotmrntPlarSt nos d WdMlxt Pbnrt nos 5 DoOasof orkw a Total No of Labourers _ _os___ _ b TOMXno of Male Workers nose c No of Maio Worke below 18 yerm of age nos d Total No of Female Workers nos e ,Noof Femaleworkers below 18 ,Years of ape noas f No of chi_dren_ 6 Dotlh of fautelsb a Fencine arourfd StockYard Y_N b Avalnbioity of aewrilyouard 24 hrs a day YIN

C Detals of First Aid Fae__t_

Certiid that the fumishedinformation is correctand an relevantinfonnation as reqwredis attached

ProJect Engineer (Contractor) (SupervisionConsultant) Reporting by CJontractorto SC) Construction Stage Report -Date_Month Year

Site Layout of Quarry and Proposed Quarry ReDevelopmentPlan to be attached with format Copy of Licence to be attached with format Fornat to be submitted before target date quarries as (decided by the PD) for establishing Quarry no.Q- Location of Quarry (Km) Package

S.No Item Unit Details Remarks by SC Location Ch Licenseno License Valid till Date Sizeof Quarry m xm _ ___ Area of Quarry km x km Quantity Available cum Total Capacity cu.m No of Settlementswithin 500m

of Quarry nos______Width of Haul road m . Typeof Haul Road metalled/dirt Length of Haul Road sqkm.. No of Settimenmtswithin 5tlOmNm of Haul Road Nm Distance from Nearest Water TypelDistance

Whether Crus e-rPlant kxated Yes/No

Certifiedthat the fumishedinfomiation is correctand all relevantinformation as requiredis attached

Project Engineer Contractor (SupervisionConsultant) CIO: SETTINGUP OF WORKERSCAMP (Repor ng by Contradorto PIUafter CerGicationby S Construction Stage Report: Date .Month Year (Site Layout of Construction camp and working drawings of dwelling units with allied facilites to be attached with format) Format to be submted before target date (decided by PP.)of estblihing camps as Camp no.WC

Location of Camp (km_ Package

S.No m Unit Detils Remnrksby SC.tf any 1 Detal of itemcamp a Size of Camp mxtn b Area of Camp sq.n c Distancefrom NearestSettlement Type/Size/Capaci d Distancefrom NearestWater Source ty/Present _ ~~~~~~~~~~~~~~Use/Ownership) Date of camp belowingoperational dd/mm/yy Present land use No othe uos" with girU > 0.3m. 2 Detabis of toposoil stacking a Quantityof top soil removed sq.m Describe b Detaiiof storageof topsoil stacing .~~~~~~fam3gement 3 Doftalh of wokoc a Total No of Labourers nos b Total no of MaleWorkers nos c No of MaleWorkers below 18 years of age nos d Total No of FemaleWorkers nost e No f Female workers below 18 yeamof age nos f iNoof children nos 4 Dotslb of dwslb units a No of dwe s nos- b MinimumSize of Dwelling mxm. c Noof openrns per dweling nos d Mirimum sizeof opening mann e Walls sp _ci__c_t_s_. f Roofinp spedgao j Floorlng h DrinkingWater Tank specficato i Capacityof Drinkingwater Tank cum J Size of DrinkingWater Tank mxmxm k Total no of WC nos I Noof Wcs for femaleworkers nos m Minimum Size of WC mxm n Total No of Bathroomsfor femaleworkers nos o Size of septic tankfor WCtBaths mxmxm Capacityof WaterTank for WCs/ Bathroomsand _ general purpose q Fencingaround camp YIN 5 Deblis of facilities a Avaiabilityof securityguard 24 hrs a day Yes/No b Details of First Aid Facility Yes/No c Availability of Day Care Centre Yes/No

Certifiedthat the fumishedinformation is correctthe qualityof work is as per god practiceand all relevantinformation as requiredis attached

Project Engineer [SupervisionConsultant) (Contractor) Cil: POLLUTIONMONITORING (Reportingby Contrc to SC) Constrction Stage: Monthly Report-Dat_ Month Year ( Locatons at which monitoLn ta be conducted as per EMP

Comption Target

Location Monitoring Used Target Completionif for Dlay task completed Air Monitoring

3 4 WaterMonitoring _ I _ t 1 1111111 2 4_

SoDN lonitoring_

2 3_ 4-

NoiseMoniioring_ 777= _ 1 2 3 4.

|Cerbfiedthat the PdNutionMonitoirng has been conducted at llthe locatn spefied in he EMPand aS perte diFectionsofthe| ISC

|ProjectEngineer < ontmctor .(SupelvvsionConsultant -- C12: HYGIENEREPORTING AT CONSTRUCTIONCAMP (Reportingby Contractorto SC)

Construction Stage: Monthly Report -Date Month Year

S.No Item Unit Quantity Remarks 2 TotalNo of WCs . . 3 No of WCs Functioning_ 4 No of Bathroomsfunctioning 5 Water Tank cleaned Yes/No 6 FirstAid FacilitiesAvailable 7 EmergencyVehicle available & functioning 8 Campvisit by Doctor/month no of tmes

9 Accidentoccurred, If any be givelnto

10 Measurestaken betgaveto

11 Securityavailable 24 hrs daily Yes/No 12 Waterioggingif anyin Camp Yes/No

13 If yes,measurestaken

Certifiedthat the furnished information is correctand all relevantinformation as requiredis attached

Project Engineer Contractor (SupervisionConsultant) C13: WATER REQUIREDFOR CONSTRUCTION (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year

Frequency and Quantity of Sprinkling of Water on Haul Road to be decided by SC after Inspection of Condition of Haul Road

S.No Source(Narne) o a E Water Drawn S.No Soume(Name) EReak e2 mcmlday

_ _ _ -j ______

I Rivers____ 1~~~~~~~

2 Wells

3 Tubewells

4 Other source/tankers

Total Water Used

Certifiedthat the avove information is correct

Project Engineer Contractor |C14: DUSTSUPPRESSION AT STOCKYARD (Reportingby Contractorto SC) Construction Stag9eMonthly Report 4oa_Month Yer

Frequency andQuanilty of Sprinkling of Wateron Haul Roadto be decided by SC altar Inspedon of Conditionof Haul Road Fonnat (R'porting Pormat No. ) for StockYard prepard during PreConstruction atg to be submitteddurlng och monflyrepoftrng

STOCKYARD D___ CODE Ibm1I 2 2a78 4 5 6 9 1011 12 13 14 15 16 17 1 B 19 20121 22 2 25 26 27 281 30 Sy FrequencyofSprinkling of wateron Haulroad (timesday) QuantItyo WaterSprinlded(Il_res) uantttyof Water Spnnkled around -Site Sy Frequenoyof Sprinkiingofwater on Haulroad (times/day) ______Quantityof Water Sprinkles(Irea) Quantityof Waler Sprinkled around _ _ _ site SY FrequeTnyd Spnkling of water on ______Haul road(timesiday) Quantityof Water Sprinkled(litres) Quantityof Water Sprinkled around __ _ _ _ Site SY Frequencyof Sprinklingofwater on HaIulroad (times/day) Quantityof Water Sprinked(litres) Quantty orWater Sprnnked around _ SY~ Frequencyof Spnklig odwaler on SY______Haulroad (times/day) Quantityof Water Sprlnkled(litres) Quantity ofWater SprInkled around ~, Frequencyof Sprnldirgof water on H%ulroad (times/dav) Quantityof Water Sprinkled(lItres) QuantityofWer Sprinkledaround

SY Frequencyof Sprinkling of water on ______Haul road(timeatday) Quantityof Water Spnnkled(litres) Quantityof Water Sprinkled around Site I I I I I I I _ I I _ _ C15:DUST SUPPRESSION AT BORROWAREA SITES (Reportingby Conrractorto SC) ConstmctionStage: Monthly Report -Date_Month Year

Frequencyand Quantity of Sprinkingof Wateron Haul Road to bedecided by SCafter Inspection of Conditionof HaulRoad Format(Reporting Format No - ) for eachBorrow Areaprepared during Pre-Constructonsage to be subrnittedduring each monfy reporting

Borrow Date AreaCode 1 2 34 6 6 7 8 9 10 11 12 13 14 1S 18 17 18 19 20121 22 23 24 25 26 27 28 29 30 EA1 Frequencyof Spnnklingof wabtron

Haul roaid(timeslday)------Frequencyof Sprinklingof waterat BorrowSite (tinrrday) ______- - Totil Quantityof Watr_ Sprlnkled(litre) BA4 Frequncy of Sprinklingof wate on Haulroad (tbmeesday) Frequencyof Sprinkiingof waterat BorrowSite (timeslday)

TotalQuantty of Water Spuinkled(litre) BAS Frequencyof Sprinklingof wateron Haulroad (tIfmesdsy) Frequencyof Sprinkidngof waterat BorrowSite (timeWsday) TotalQuantit of Wate Sprlnkled(lIlr) r - - _- - - _ - _ _ - _ _- _ _ _ _- _ _-

Certied thatthe abovementioned works havebeen completed as specifiedby the ProjectEngineer and PIU

Project Engineer Contractor IC16: DUSTSUPPRESSION AT CRUSHERSITES (Reporfingby Contractorto SC) ConstructionStage: Monthly Report -Date Month Year

Frequencyof Sprinklingof Wateron HaulRoad to bedecided by SCafter Inspectionof Conditlonof HaulRoad Formatfor Quarry preparedduring Pre-Constructionstage for Crushersto be attachedwith the fbrmat

Date Crusher Iem 11 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29130 C Frequencyof Sprinklingof wateron Haulroad (tmsdY) Quantityof WaterSprinkled(litres) Quantityof waer Sprinkledon

C.o..neorBeIt _ _ - Quaniy of WaterSprinkled around _ Quantityof WaterSprinkled around Crusher Site Ifany c Frequencyof Sprinklingof wateron C Haul road(timesiday) Quantityof WaterSprinked(litres) QuantitySprinkled on Conveyor Belt Quantityof WaterSprinkled around

___ _ _site C Frequencyof Sprinklingof wateron Haul road(times/day) - - _ - _ _- - - - _ _ - Quantityof WaterSprinkled(litres) Quantityof waterSprnkled on ConveyorBelt Quantityof WaterSprinkled around CnrherSite iFany - C Frequencyof Sprinklingof wateron Haul road(timenMsy) _ _ _ _ - - _ _ _ - ______- - - -- Quanttyof WaterSprinkled(litres) - i I i I I Quantityof waterSprinkled on ConveyorBElt Quantityof WaterSprinkled around

___CrusherSite iany-…------CIS: ROADSAFETY AT DETOURON TEMPORARY DIVERSION One time reporting on co _mencen_t of onstructon In tte Consructzon e Sketch of Constuction Zone showingall sub zonesand locabonof signs etc to be attachedwith foriat (Repontngby Conbactorto SC) Formaton Acquisitionof Temporarydiversions to be attadied withfomat ConstrcWuonStage: Monthly Report -Date_Month Year DIVERSIONNO- LOCATION(km J

S.No Horm Unit Complance Remarkl

1 D-etasof ConstructionZone a of Construclion Zone in km b Distancebetween this and nexd Construction Zone in km Lengthof TransitionSub Zone(shouldbe min 50 Iro a speed c of 50 kmrhr) in km Lengthof Work Subzone In urban stretch (should d be-2 km) in km

e Length of Work Sub zone in rural stretch (5-10 kim) in kmr

f Distanoe between two work sub zones _ North side South side

2 Slgnags In Coruction Zones

_ Signg In AdVaoc waning sub zone

a Signsaying hen at Work I km aheadof Transitionsub zone YIN b Su lmen signsaying Diversion I km provided YIN . . c Sin saying 'Road Closed ahead' provided YoN d CornpulsayTurn RLgLeft sgn provided YIN e Detoursign placed YIN Sharp Deviationsign placedat end of advancewarning sub f zone YIN Sgnage In TransiUonSub Wbw*zone q Signagesaying 'Keep RightLeftprovided YiN h Delineatorspaoed alon l ofongth tranition YIN X____ Slgnage in work sub Zone ._.._.__ HazardMarker placed where railingfor CD structureon I divemsionstarts YIN Barricadeon eltherside of of work sub zone YIN

lSign tor Indlicatim of end of work zone 12Ornfrorn- erndof k tefrniation sub zone YIN

CerSitedthat the roadsafety meqasures have been adoptedas spedciedand as per the directionsof the SC

Project Engineer Contractor (SupervisionConsultant) C1T:ROAD SAFETYFOR PARTIALCLOSURE OF TWO LANE CARRIAGEWAY One fire faporting on coamincelet of constrxudon In the Constution zone Sketrh of ConstructionZone showinang sub zonesad bcaion d signs etc to be atached wth frmat (Reportng by Contractorto SC) Format on Acquisiton of Temporarydiversions bD be attched wth formt Condnon Stage: Monthly Report _Dte Monh_ Yer__ - - DIVERSIONNO- .OCAflO4 l(km)

S.N,lrom Unft Cornpliance Remarks

1 Detalb of Construction Zone =

a Length of ConstructionZo,ne in km b Distnce betweenthis and next Construcion Zone in km _Length of TransibonSub Zone(shouldbe min 50 fro a c speedof 50 kmhr) inkrn _k Length of Work Sub zone in urban stretch (should d be<2 km) in km

o Length of Work Sub zone in rural stetch (5-10kr in km _ Distance betweenhto work sub zones ______North sde South side 2 Sgname In Coastructon Zones SIgnugehI Adrnce wning sw zone Sign wsying"Men at Wot I km ahead of Transition sb a zone YN b Suppnentary sign "Civersion1 kffi provided Y/N _ Sign for Road Narrovng YIN _ d CompulsayTurn RigLeft sign provided YIN Sign for -Closure of Ca nagewayaWongwith "Keep Right/Lair at pointfrom where vehce is expectedto tnelan for diersion YIN _Signfor Diversionto toe other carriageway between _ above sign end median gap YfN

Sin for 'Sharp Diversionof Rouewwith conpusary "Tum rightVTumletr provided where gap in median opening _ startsand trafc Is diverted to other cariageway YIN Sign for "Two way taflf with plateindctng dislancelo which two way traflic is allwed placed at median to left of _ moving trafic. YIN Delineatorsplaced sterling fromCarriageway cdosed sign akong the centreiine of Cw e Detour ignplaceds YfN - I>narF Uevialn sign paoed at end of advance wamng f sub zone YIN _

Signege In Translffon Sub Wort zone _ g Signage seying'Keep RightLeft"rovided YIN _ h Derineators placad along lengthof transition YIN _ _ Signage in wor* sub Zone _ HazardMarker placedwhere railing for CD strcte on I diversionstarts YIN

- Barricade on either side of of work sub zone YIN I_ II_ _ Slgnagefk Trminaton sub zone _ Sign for kxdicationof end of work zone 120m from end of k ternination sub zone YtN

Cerified that the road safety meqasuresnave been adoptedas speciliadand as per the directionsof the SC

Project Engineer Contractor (Supervision Consultant) C19: SUMMARYMITIGATIONS/ ENHANCEMENTS (MonthlyReporting by Contractorto SC) ConstructionStage: Monthly Report -Date_Month _Year

PhysicalTargt FlnancialTarget CompletionTarget S. Item Dateof No. Target Acrhget c ofptask (Tlac) Budget Spent % used TargetDate CompletionIf Reasonfor Delayif

______Achieved complete (fees)__ task completed any I CulturalProperties Unit 21WaterBodies nos 3 RoadJunctions m

e BusStops nos

7 TruckLaybys . 8 Accesscontrol gates nos

_Ramped Accesstoembankment nos

SteppedAccess to Embankment nos 10 ______.__

11 SedimentatonChamber nos 12 Chainllnk fencing nos __ . 13 Cascadeand Gabion Structure nos

14 Senier to preventGarbage dumping nos 15Handpump Type I nos . .

IS HandPump Typo 2 nos

17 HandPump Type3 nos __ __ iNose BarrierType 1 nos ______18 ______19 NoiseBanier Type 2 nos _ _ 20 Oil interceptor nos 21 SeatIngAround tree nosr 22 SeaUingAround tree 2 nos 23 Seaffng Around tree 3 nos 24 Seaftng Around tree 4 nos 25 SoetlngAround tre 5 nos 26 SeatingAround tree 6 not 27 SeatingAround tree 7 nos 28 SeatingAround tree 8 nos 29 Well shaft touchingditch nos 30 Well shaft within embankment nos

31 Well shaft within RoW nos 32 Canopy nos 33 Washing Platform nos 34 Shrne nos

leted as specified and as per prevalent good constrcutionpractices.

Project Engineer Contractor (Supervislon Consultant) C20: ENHANCEMENT/MITIGATION OF CULTURALPROPERTIES (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year__

Side(NIS)and ~~~~CompletionTarget S. No. EnLanocd Distance from CWC l Em) Target Date Date of Completion if Reason for Delay If any taskcompleted

Certifiedthat the mitigation/enhancementworks have been completedas specified and as per prevalentgood constrcution practices.

Project Engineer Contractor (SupervisionConsultant) C21: ENHANCEMENTIMITIGATIONOF WATER BODIES (Reporfingby Contactor to PIU after Certificationby SC)

1Construction Stage: Monthly Report -Date lMonth Year

Completion Target S. Location/ Side(NIS) and No. Chainage Dist from CW(m) Date of Completion Reason for Target Date if task completed Delay if any

2

4 5 Engineer | 6 Consullant) I

7 ______

8 ______

9 ______

ProjectEngineerI (SupervisionConsultant) C22: ENHANCEMENTOF ROAD JUNCTION

(Reportingby Contractorto SC) ConstructionStage: Monthly Report -Date_Month_ Year

~.Location/ No. Completion Target S. No. Chalnage Target Dateof Completion Reasonfor DelayIf .______Date If task completed any C23: ENHANCEMENTIMITIGATIONOF BUS STOPS (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year

Side(N/S)and CompletionTarget S. No. Location! Dist from Chalnage CW(m) Target Date Dateof Completion Reasonfor Delay if any.

Certifiedthat the mitigationlenhancementworks have beencompleted as specifiedand as per prevalentgood constrcutionpractices.

ProjectEngineer Contractor tSupervision Consultant) LC24:REPORTING FOR ROADSIDEPLANTATION All landscapeworks to be as per LandscapePlan (Reportingby Contractorto SC) IConstructionStage: Monthly Report -Date_Month Year ]

S. No. Section Trees along roadside Traffic on Shrubs i NCoise (Km-Km) st row 2nd row 3rd row 4th row ootpath media barriers

_ _ _ s o n o r ow 4 h rw.______

-. C26: SURVIVALREPORTING FOR TREE TRANSPLANTATION (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year

Location Transplanted trees at w hich ______S. No. Total Trees Total Km-Km Planted Surviving % Survival nos nos

ICertifiedthatthe ProjectEngineer Contractor (SupervisionConsultant) IC27: REDEVELOPMENTOF BORROWAREAS (Reportingby Contractorto SC) ConstructionStage: Monthly Report-Date Month_Year

Reportingby Contractorto PIU in OperationPeriod Drawingfor Redevelopmentto be attachedfor eachBorrow Area Descriptionof Redevelopment,if QuarryCode any/Confirmatationto existing S.No No RedevelopmentPlan Remarksby SC

Certifiedthat the furishedinformation is correct

ProjectEngineer (SupervisionConsultant) Contractor C28: REDEVELOPMENTOF QUARRIES (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year

Reporting by Contractor to PIU in Operation Period Drawingfor Redevelopmentto be attached in case Quarryinghas been done at site which did not have redevelopmentPlan Descriptionof Redevelopment,if Quarry Code any/Confirmatationto existing S.No No Redevelopment Plan Remarks by SC

[Certifiedthat the furishedinformation is correct

ProjectEngineer Contractor L(SupervisionConsultant) C29: RESTORATIONOF OF CONSTRUCTIONSITES. (Reportng by Contractor to SC) Construction Stage: Monthly Report -Date Month Year

Reporting by Contractor to PIU in Operation Period

Si. Item Location(k Unit Volume of Topsoil Remarks by SC No. m) (cu .m) Restored (cu .m)

1 Restoring top soil at diversions a b d

2 Restoring of topsoil at Workers Camp a b c d Restoring of topsoil at Construction yard 3 and disposal of spoil a b . c d_

Certified that the mitigationlenhancementworks have been completed as specified and as per prevalent good construction practices. Contractor ProjectEngineer I GRANDTRUNK ROAD IMPROVEMENT PROIECT

EMP REPORTING Operation Stage Reporting by PIU to CNHAI

Contractor--

Report dtd- Package- L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. IC30: DISPOSALOF CONSTRUCTIONDEBRIS (Reporting by Contractorto SC) Construction Stage: Monthly Report -)ate_ Month Year__

Reporting by Contractor to PIU in Operation Penod Drawingfor Redevelopmnentto be attachedfor each BorrowArea Location of Disposal Volume of Spoil S.No Site(km) Dumped(cum) Remarks by SC

Certified that the

Project Engineer Contractor (SupervisionConsultant) 01: TARGETSHEET FOR POLLUTION MONITORINIG (Reportingby PIU To NHAI(Cental) OperationStage: Report Date Month Year argetto be preparedby PIU before Constructionperiod IAAnnexures to te appendedwith format

- |-FirstYear of Construction- Second Year of Construction- S.No Monitoringto be complete by- Monitorim to be pete b- Locations for Rainy Winter Summer Rainy Winter Summer Monitoring Season Season Season Season Season Season Air Pollution Monitoring

__ _ c ______-_ d. e _ Noise Pollution Monitoring a b c d

eb _ _ =______r lWaterc Pollution_ _ Moniltoring _ __ _ J _ _ ! ______a_ '- ______I ____ I______

Soil PollutionMonitoring =

-= a ___r_ _r______r__

e I i I ii 3333' 11 'HIH'' I 3 I a I III Il Ialj III I II II IlIFFIiE I If I!I11lFIIIIII I ::I :: 1313 I I I W3 1 4l I I I I C I 131 I ' Ia-Il I II 3 31311 II ''IFFII C a S C * I rp Ir I-'I 3 I I 3 33 333 ii

3 C)) C I I 3 1 3 - 3 cU I 3 I 3 I I I I F-I I I a - I .5 1 3 3 3 IF-'-' III 11 3 I .ti.±LiE.LA 3 C

a *'-..C I *1 13 1311.31 ii ' ' I I 3 F I F I. I a I - 3-3 31 3 3 I III 33 - urI 3 1 1 0 1 F I 3 3 30 3 I I? I 1 3 I I 3 33

3 13 I 331 1 3

3 3 C I I III

f1iC 3 3 3 12 3 3 1 I 3 3 3 f 1 3 3 1 I C I I I i- 3 3 I I 3 1 F I f 1 1 3 '---E" 3 I 3 F 3 1 1 1 3 3 I I I I I 3 I 1-33 3 3 II 1131 1 11- a.- - 1 ______F F I F F I i Z I ! I V -* S C. a i.,, a -rn-i35 -- I ' .a,;..sgm a a us a.aa I a * a I I p p, n S * ,,...,. ~~i; IJVV~. EOF'N4-.FCFROADI'DE LADSCAPND CANGG,

1 ~~~~~Shrubsiri blf1cIiar Turflng on 0.edian uhrfingon Emibankrnert

:.;~~~~~ I .'* T~~~~~~~~~taI~~roltaI TotZI Tctal oa I ~n-KniTr'c' o. a SrI Tutaivn I J)iva Area ttirfed ' Area rd.easrvI ~~~~~ ~~~~~~~ Iu ii( Suvvlturft)d(sq alrealc SLurvival tuirfed(sq suiwivuriiva .-..- . .--K---.----- 2!iL.. Surviving~ ~ ~ ~~~u -vvin A 11:) flu~no 11CS 90S nos FlOS X GRANDTRUNK ROAD IMPROVEMENT PROIECT

EMP REPORTING OperationStage Reportingby Contractorto PIU

Contractor-

Reportdtd- Package-

I 04: POLLUTION MONITORING (Reportingby Contractor to PIU) Operation Stage: Report -Date MAonth Year (Locations at which monitoring to be conducted as per EMP

CompletionTarget Details of Duration of Instruments Date of S.No Chainage Target Complstion Reasonfor Location Monitoring Used Date if task Delay if any

completed Air Monitoring

W ater2l ______in __ l______Soil Monitoring l

3

2 SoilI=4- Monitoring- _____

4 INoise__ Monitoring_ _ _ I ______

2 l

4= 3 l

Certified that the Pollution Monitoringhas been conducted at all the locationsspecified in the EMP

Contractor Lr(

If

-L,

F--2'

Eli 7,

IULF C3-D o~

Lea AssociatesSouth Asia Pvt. Ltd. LeaAssocates New Delhi J PROPOS'D

SPEI

-N O O' 06CASSLAHNA ~ ~ ~ ~ ~ ~ ~ CTL~~~~~~~~~~~~~~~~WING~

ITm g C/ H A .06 - §~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Al F 1 x NE. Zb ~~~~~- FLOWERiNGLEXSIG---M ASp EVL PRlpSSERVICE

_ INoTES~~~~~~~~~~~~PLNE I AS W)MUI a~~~~~~~~~~~~~~~DTI SR,ITIGT MARI o Ir PROPOSIDWILD NEEM PLANTATIONALONG TIE CANALFOR 1OOnL

EXI_TNG KAIWC'ROAD LEADINGT CIlTrBAUN VEUAGE EXISTINGTEMPLE COMPLEX

KEYPLAN U

PROPOSRIOMELUEANSWRU

PROPOSEDCARRIAGEWAY OUPRRWL

EXISTIN SHOULDER EusNBANYAN IRE MIA-5M.

PROPOSED SEATIG ARRANGEMCENTAS ICLDETrAILT12

T\PICAL DWTAI\ 2 tj~~~~~~~~~~~~~~~~~~~~~~~~POOFZW \\S ENRAC AS PER

<______- } g ; 8 > _ _\ _ RO11$51ND NfAIUC;OLD SEIWBS @~ 1.2m .2mCA C,'CMARI _D _ _IEIS

. . , . f . .~~~40C ROPOSBDBRWRBDaN

] ~~~~~~~~~~~PROPOSEDENTRANCEAS PERL TYPICAL DETI'E. PROPOSEDRAILINO AS PER TYPICALDETAIL NO. 2

NOESIN sKS2 DRAWN: SUNI PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT NaJonalHihways Ah Oflndia I) FIOW WRMDIIT NMUEIS ONLY PACKME IC CHECED UPINAL INDEPENDENT ENVIRONMENTAL REVIEW N.DW-1iU 2) AIL l SMAREB YUNlESSCIlESRWISE STATEDz. CHwIIGe.ESIPFr lTIE ENAL E LeaAssocates South Asia Pv Ld. 3) SITESSICIPECCAANGESEPANYTOREI MAISIGLYONAPlOVAL FORENHANCEMENT OF TEMPLE NAMDESIGNLc_ OF SUELRVIS CONSULTASNT SCALE w1o0 APPROVED DIPAIJ_Un _ 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

PROPOSEDTYPICAL 1 NRAGENO EL = = = PROPOSEDSHRUBS r - ENTRANCEDETAILi ------PROPOSEOASCK EDGING PROPOSEDLOW ESILiNG F PROPOSE OLUARORAIL BRICK(WALL SHOULDEREDGE

PAUINGTO EBEPROIUDED . \/ ~~~~~~~~~~~~~~~ASPERTYPICAL DETAIL T27, 1YPEA AS PERTYPICAL DETAAL T12

. OlIES: DlI No ' _ DRW: -UI GRAND TRUNK ROAD IMPROVEMENT PROJECT N OnlHhaSAeIOTIndla 1) FOLLOWWREITEN DIMENSIONS ONLY PAKf. IC C H | INOEPENDENTENVIPIONMENfTAL RVEW C 1 2) ALL DIVENSIONSMRE IN MM UNILE OTHPRSESTATED. 66O B~333~*~ ~ 5LmAscae_ ot d v.Ld 3) STrESPECIPIC CHANGES IF ANY,TO BEMA-DE ONLY ON APPROALCHNAKL JDESIGN FOR ENHANCEMENT OF STEP WELL 7_Ld OF SU~AISION CONSULACT R.I SCALE I _A DELHI a KANPUR

///.//;~~~~~'/' 7 t$-/ / // / 7 = 7

PROPOSEDGUARD RAIL

PROPOSEDPLANTER PROPOSEDSHOULDE AS PER TYPICAL DETAILT15 PROPOSEDCARRIGEWAY 10 C/C PROPOSEDHEDIAN- 0 E)tlSTINGC-ARRIAGEWAY _ \ al - I e < s W PROPOSEDWASHING GiAT AS PER T25

EXISTiNGSHOULDER - \ PROPOSEDFLOWERING PROPOSEDRETAINlNG WALL WITH TREE- SPECIE- AMALTAS WEEPHOLES FOR DRAINAGE

TAMARINDTREE PROPOS . P O AS POS 000 0 PERTYPICAL DETAIL Ti PROPOSEDBRICK PAIAND------AS PER TYPICALDETAIL T27, TYPE 4 PROPOSEDSTRENGTHENING OF /I EMBANKMENTUSING BRICK PITCHING DELHI _- - KAUR AS PER TYPICAL DETAIL

EltlST,NGTREES-- 0 ° / 1 | (( ! uiL aPL

fX v sI'\ A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~XITN

PROPOSEDMAG TREES |

2) ALLDliMENSIONS AilEIN NtU UNLESSOTHEWSE STATt'D. CHAltNAE2 33A22 IERd~ INA T, L.s _sdae Sot saP[Ld 3) SrfESPECliB CHANGES It' ANY, TrO BE tMADEONLY ON APPROVAL DR r DESIGNFO ENHANCEMENTOF POND | t, 0 =Siou*ffi EARflHFILUN

60600 p.CC. (1:3:6) EXISTINGTEMPLE

PROP'OSED)PLANTER WITH KEY PLAN BRICK EDGINGAND \C MARIGOLDSHRUBS MC\ EXISTINGBANYAN TREEGIR¶H-1.2M.

PR1OSE OTIA

o AS pER IYPICAL EAT n'WNG FCC(:4) DEt~~~~~~~~~~~~~~~~~LAILTYPE2. pROPOSEDSEAIING AS 'A. SEATING DETAIL SHOWNIN DErAiL I I nAT 'A'

PEGR1-z BRICKz E _ EDGING. I I PROPOSED

ROPOSEDLOW BRICK WALL

POSEDTsRUIT tBEARING TREES

PROpos BRICK MGO SPECIE0CSTM C/C RPSDBCKPAVING AS PER 0~~~~~~~~~~~~~~~~~~~~~~~~~YPCLEA T27, 4 TRPO BRICKDpLM -TYPE. W- AIGL ROpOSEDLOW poOE ARAFAY

~PROFSW-ENTRAN1CE FPOOE lDA

DE AT S A S.P E RN 0 E T LjP L t d .A m 3) OF SICALSORNWCONSULTA. N

EARTHFlLLNG EXISTINGMA ONS DELHI KANPUR

600 250MMTHICK ~~~~~~~~~~~~~~~~~KEYPLAN °BRIZP.C.CK.WALL_ EXISTING 'KATCHA' PATHWAY

} ° < 1 ~~~~~~~~~~~~~~~~~~~~~~~EXISTINGWELL WTH

SEATINGDETAIL AT 'A' , X

ROW PROPOSEDFLOWERiING TREES SPECIE- AMALTAS0 6~ C/C

<@ 'W-~ ( ~ oo > i ... BRICK EDGING"i ''''7PROPOSED

PROPOSEDSHRUBS - SPECIE- er E < t~~~~~~~~~~~~~~~~ANTANA RED a 1.2 C/C PROPOSEDSHOULDER

, SOOoP. OSEDLOW BRCK WALL

6000 8000

- - / / -, /7~~~717 /'IZ ______~~~~~~~~ - - r . __

Ll I

NOrM DmwkVNM ON&OM DPAVM: SMIL PROJECT ~~~~~~~~~~~~~~~~~~~~~NadoialHighwwpAy.t OfIndia ~~SWIlL PROJECT ~~GRAND TRUNK ROAD IMPROVEMENT PROJECT 1. EOk 1) FOUlLIOW1REN OIWWISIONSONLY PACKAGE IC |CHCKE D m:RJC INDEPSDENT EIIRONMENTAL REV1EW N.Dd-11

2) ALL DIMENSIONS ARE IN MM UNLESS OTHEWISE STATED. AtAA SE MNA 'T DRe EINFREHNEETOuEPEADWL Pvt Ltd. 3) sIrEsPEaFiC CAN ES IF ANY.TO BE MADEONLY ON APPROAL DE11NE: LDRAF DESIGNFOR ENHANCEMENTOF TEMPLE AND WELL N. - dI E. OF SUPERVISIONCONSULTANT 8CALE Io APPROVO DIPALJ N- PROPOSED BOULDERS VILLAGEWALL PROPOSEDTURFING DELHI _ PROPOSEDTREE PROPOSEDCACTII_ INFECTORIABS1

DASVPERMDENTAI L - > | 5 o KWAJA KA \ KWAJA KA PHKA L VILLAGE AS PER DETAIL KWAJA KA DRAIN AS ~ ~~~~ ~~~~~~~~PH-IOLVILLAGE ______

------GL. ~~~~~~~~~~~~KEYFLAN

1500 2500 p 2500 17000

SECTION THROUGH WALL SCALE1:6 297000

FLOWERINGSHRUBS _- EXISTINGTREE PROPOSED- DWARF-

PROPOSED BOUGANVILLA01.WMA H L ICACTI SHRUGS VILLAGEWALL TO BE SLOPEDEARTH WITH PROPOSEDE 1N2T, C/C CLEARDOF VEGETATION TURFING AS SHOWN AND TO E PAINTED. - -EXISTING TREE O IN SECLTONT LOW BRICK WALL ______

\ ~~~~~~~~~~KWAJAKA PHOOL VILLAGE Tu

NOTES: | DIlNa | IC7 | DRAWN: | SUNIL tPR GRAND TRUNK ROAD IMPROVEMENT PROJECTr 1) FOLLOWWRlilE DIMENSIONSONLY PAKA I * C CH|EC| INOEPFfNDENTENh MEIfTALPEEW | I m_1100 3) sATEspENFIO HNGs ^E5lir Ny To BE MAEONLY ON AFPROVL LEDESIGN FORENHMCEMENT OF WALL A|^ ^ ft@W, OFSUPERVSION CONSULTANT SCALEt :1 | APPROE = I . _ WASHING~OHAT ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~AHIGAE

PROPOED FOR v/7 KEY PLA THE COMMUNIYN 5215

EXISTINGTREES- A DRAIN RNIGPRRAONIN OFALONG CHAT E E TOHE DRAN WASHING WATERSTNE

DFCALE10

g-- --- ~~~~EOSIN-F---N

BRICK(SLOPE PROTECTION AS PER TYPICALDETAIL

PROPOSEDFLOWERING ego-_ _ TR82 OFhEES 70DO SPECIEAMALTAS PROPOSEDFLOWERING tV

PROPOSEDBRICK

TYPIAILP DETAIL TAI 2.1YPE4 PROTECTWATER BODY0 PRPOSED GUARD RAJL ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~EXISTiNGRUIN ON MOUND ODNCRETE NOIES:PER D4TYP|ICA3Llll-w3 |DWN:|`ANIL |IPROPOSED Tm-i-li11 PARKING BLOCK PA'KNGAS PER LTYPICAL NDITEMTYPE -2 PROPCtLLOWSWHMEDDIMNSHIRNS E)DCMENSIONS ALL IN RROiNWS OFHEWS-OFAHE S2SHRUBS

3)RSmE9E l0tE SPECIFIC CtNLY CAN4ESCtN IF FNY, TO DESIGN FOR ENHANCEMENTOFDPOND NNF%RFVAL 71@KtNET:_D r EcR41wt /

y Autlodl Of India NOFES: SUPER\IIC!SION CONSUNIL NaETtN.W al HI 1NOLLO WNTD IRSSOL ~ cGRAND TRUNK ROAD IMPROV'EMENTPROJECT 1) FoLLowONLY wRrrrEN DIMENSIONS PACKIJM CCH4ECKED: MMINA INDEPENDEN-TENVIRONMENTAL REVIEW O E: LeaAssocates South MMi Pvt. Ltd. 3) ALSITENSPEIPCCWONAS REIN~y MM UNESS OTERS STTD CHN .H.Pftd%. 2) SrrL SPEIFIC CHNCS IN MMULSTOTBE MA ONYSE NAPEPRaUGKEALAH ITE IGN FORENHANCEMENT OFPOND OF SUPERNISIONCONSULTANT APPRLVED,.DPA NDd- II -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ WAL

18.,0::4,~~~~~~~~~~~~~~~~~SEOA-

u D \ ] / t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:10MRD / / /

T~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~NEEDN /EIv E---NENA NS-1

2)At IENIN AREIN MM UNESOhRIElTD e

3)TESn: SPCFC HNE I N,10 AE NYO rauB@a DRWN UNREA 1 DESINDFRENH RANCIPEMENT OF PWRIM O NDC Lena1Macate Saudi MI. P Lndla

OF SUpERVISIONCONSULTANT SCALE 1:700 AFFROVU) OIPALl Rm.- C mnm A

AS PER LENGTH OF COMPOUND W LL L LLLLLL PAVING L L PER E NGTHOF COMPOUNDWALL KLI4OLL,~

\ tLL\LLLL

,RRICKBAT THICK WALLLLJ~L B (= ~~~~A

__ ea ssoiats\out AsaLLLLLtd SUPRVSIOCNSLLTOITAPROVD:OPLJ~ L L L

g2 ' ' '" X '~~~~~~~~~lATE SCALE

ffi; 9 g 9 ffi ; t ot _ X i ~~DETAIAT'?B'wCA 110

SECTrIONA-A 255

LLLI0l7EIS:I I b-1 DRAWN:FWESH -PROJECTNaUonal HighwaysAuity OfInoia

1) ALLwRTTNDIMESlNSiNMM S IL NECXED: I1RUSHII(ESIi I_EEDN ENIONE TA PR OJiECT NDV11, 3) SITESPECIACI4NGES IF AOY, TO BE MDE ONLYONAPROA OF 1tDE:I DO PEVENTON OFDIRECT ACCES O N HGWY_ ___ L. IL I~~~~~~~~~~~~T iii;lit1 ~~~~~~~~~~I1~~~~~~~~~~~~~~~~~L

_ t~~~~~~~~~~~~~~~~~~~~~~~~~~~...... '.'. ''.'.'. '.''. ''.'. "i'.'...... ;.;,., ...Z.

...... - ...... - ...... ----

i0 t X n X . . . Xr . ------_ _ _ ... ~~~~...... efif

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

......

t d ~~~~~~~~~~~~~~...... ,

...._......

S ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~..X...... /

w...... s .. .1 .. . .

...... ~~~~ ----- ~j t~~~~~~~~~~~~~~~~~~~~~~~~~......

R ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~...:::...-:... :.: liii I ,0 w' 1 i ] ,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~..',,/. g|-.,......

|~~~~~~~~~ ------n

S I 7 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~...,,...... , ...... ,,,, ,,. , mi;PiS t Z B::::'' -::: :::- ...... ::::'':::::.::::.'::::::::::::':::: t. ::::::::::::::::. . i 15 i!ni O0 . i I_t f!

t.o MANHOLE(.2 M. x 0.6m. 12MMTHICK PLASTER DITCHtINE DITCH LINE *4SS DIC LINEth RUNGS(MS SECTION 4'T OPENINGFOR DITCH 45MNX 45MM)0.45M. ~~~~~~~~~~~~~~~~~~~~WATER(0.6m. x 0.6m.) WIDE1X 043mMO.5Mc * WITH 16MM0 IRON . . _ _ _ v _-L _ t>,9dxwo 79<5-2 BARS

CAST IRONPIPES ON CAST IRONPIPES ON EITHEROF THE SIDE EITHEROF THE SIDE TOWARDSPOND TOWARDSPOND (O.9M.DIA.) (0.9M.DIA.)

REINFORCEMENTAS TANK. 12MMOMAIN LTING F REINFORCEMENT, 8 mm DIA DISTRIBUT,01N SECTIONX-X CAST IRONPIPES ON ELEVATION REINFORCEMENTI| EITHEROF THESIDE REINFORCEMENT TOWARDSPOND |X I (0.9M.DIA.) |MANHOLE3200 'I tl2 6MMDIA. C150MM DISTRIBUTION v rWALL I l l | } I 1 n | WING REINFORCEMENT

* L PLASTt' ERING- '5 ' k' tl:3- ;MORTAR, T I I (T AS

* , |OPE> NING7o ... FORDITCH * WATER~~(0.6m. x 0.6m.) I-l.IJI _ __I SI L FENCING 11 I 11 I I I I I IING IOMM00200MM V T C/C 6MM0 IRON REINFORECEMENT

I I SCALE:

PLAN TOP SLAB REINFORCEMENT T. T| T

NOTES:1)FOLLUOWWPTTEN DIMENSIONS ONLY Doft No:T-4 DRAWN. HRUHIKESHPROJECT NaI nal HIghwas AuthaltyOf India 2) ALLDIMENSIONS IN MM UNLESS OTHERWISE STAIlO GRAND TRUNK ROAD IMPROVEMENT PROJECT I Wi,f > 3) ErTHEROF THEPIPES HASTO BEU 3 EDDEPENDINGUPON CHECKED HIJSIKESH INDEPENDENTENVIRONMENTAL REVIEW TttESIT CONDrFtON SCALE.I:6 |WSctDEIND RSIENTL e saPtLd 3) StTESPECIFC CHANES IF ANY. TO BE MADE ONLY ON APPROVAL SEDIMENrATIONCHAMBER Ada AaFwOcIa SouthA8Ib PAt Ltd. OFTIE ENGINEER APPROVED:DIPAU tiP E.N-11 1000j0 GO PAVE D

-bCC _ X < ~~~~~~~~~~~~~~~~BANKPROFILE| ~ ~~ ~~~~~~~~~~~~~~~~~~RUER._

NATURALFAL LINEOF THE LANOI. (GRADIENTUNE DETERMINESSPACING 1SC _ = \ DF ~~~~~~~~~~WEIRSFOR CASCADE) \0.1

,LX Doo 1 2 - < WL WE]~~~~~~~~~~RIWLVEOEIANKANO BASE OF WEIRD ~~DO-.- OF WEIRDFOR CASCADE)~~~~LAST WEIR WAL.L TO BE CONSTRUCTEDMNTHIN F REQUIREODSIES AND INVERT BELOW RIVER BED LEVEL OF DITCHTO BE PROTECTEDWISH P.C. BLOCKSLAID SN REFERTO DErAlIL'A' ON MISCELLANEOUS RIVERBED31. DETAIL -R2OR1 SLOPEPROTECTION SLOPEPROTECTION' E m~~~~~~~~~~~~~~~~~~~~~~~~~~~~NCCAPERN.OAIN -CEOTEDMLESIMLDt NACCAFERRAR APPROVEO1HON GAB3ONON X / 4

CASCADE (STANDARD) LONGITUDINAL SECTION

LEVELLEDGABIONRAND BOX COMPACTED LAIDON DETAIL-3 GROUND ORAINAGECHANNEL 10D0

RQADUNPAVED -1-1 \3970, 7D0DfO SHOULDER MACCAPERRIGABION OR EQUIVALENT (Tmw~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~10

i 1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ROAD GE'OTEXTILE14ON OR 0R1 3.111 SIMIL,RAPPROVED KEEPOR EQUIVALENTCAEION(M.G.)

GABION] BOXWO LAION 1 l L \ _ _. _ Z =-_ LEVELLEDAND COMPACTED 0.1 ||\n2X1oT IF REQUIREDSIDES ANO INVEfGROUND GEOTEXETLE 14E N ITMACCAFERRIOR N (GIOOR E D UIVALENT OF DOTCHTO BE PROTECTEDWITH SIMIR APPROVED PC. BLOCKS LND ON GEOTEXTILE REFERTO ON MISCELLANEOUSDETAIL SLOPE PROTEClON CASCADE CROSS SECTION

rN N3ODLAID ON EOCOMPACTED

GA D-EI6LL-2~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~A

GAS3ION EXTENDINC_ SD (WWG WING WALL GASION 1TO CHAm IN INE _WrFH DIAPHRAGMS_ 1000 |-_ IN-TOCHANNR m VRERBANK PROFLE -UIDERL (WWGNOTE, I~~~~~~~~~~~~~TYPICALI) LASTWEIR WALL TO BE CONSTRUCTEDA (WG WITHINPROFILE OR ErVERBANK AND WATERFLO) BASE OFWEIR WALL TO BE 1000 BELOW ,TE FLW RIPERBED LEVEL

iWWG% WATER EXIDONGBED

GEOTEXTILEMAF] IR140N DR SIMILARAPPROVED AS BC \ GEOTEMILE14CN OR OF CASCADEBAD WINGWELL OABIDNS (WWG|| R SI(0SIMILAR APPROVED

CASCAoDEGABION ^BOWD N WISHDIAPHRAGMSBOLADN LEELGANDCOMPACTED TYPICAL CROSS SECTION DETAIL THROUGH GROUND STEPPED GARION CASCADE" FOR DITCH ENDING DETAIL-

DETAILS OF GABICN BASKET RETAINING WALLS

M." f T4 RJC -NVIHRSIEMNatonal HighwasyAujthority Of India 1) FOULOWWRITEN DIhNEBIONS OtLY HRUSHKES GRAND TRUNK ROAD IMPROVEMENT PROJECT QIECIRED: ~I INDEPENDENT ENVIRONMENTAL REVIAEWNOB.1U 2) ALLDIMENSIONS L11MM ScEa ?TBQL DESMAtED HRUSH4IIK5 , .PCSCD 1 AD AIO LasASaOcIatesSouth Asia Pvt. Ltd. ) STE SPECIFICCH,NGESIF,TO BEMADEONLYONAPI AOOF CADEANDOMION MUCTURE |N AO *wf. OJOSHOGI SUPERVOSONCONSULTANT APPROVED:DIPA I PhI- -._WGX1 2500

ANGLESECTION (50 X 50 X 4) M

E '" r ~~~~18MMTHICK '

CFMENT MORAR

ELEVATION

400 U 1u SECTIONA-A CHAIN A -F --- LINK B7

18MM THICK CHAINAIN_E___,_ 1 PLASTER IN 1:6 LINK t I I CEMENT MORAR tB SECTION BANGLE IBRICK WORKIN 150 x 50 X 4) A O- - I_ 1:3 MORTOR PLAN

- -2 . P-C-CM20 SCALE:

500MM 200MM OMM0 500MM 1OMM SECTIONB-B

1) FOLLOW WR1OIENSIOMNSOMONLY CEA:Eo HRUISHI(M INDEPENDENT ENVIRONMENTALEREVIEW N_lm10m1t7i' 2 ALLDIENSIONS INM UNLESSOTHERWE STATED Lo A_oamsuh saPLLd 3) SITE SPECIFIC CHANGES IFANY,TX)BEMDE ZONLYONAPOAL OF =27EBE rrL LIKNNGLftGPt.m-NHMS SLPERYISIO CO NSIJTANT APPOED:O W , 1.1 W '*_ RAILINGTYPE I

75X75X6 MM M.S. ANGLE SECTION DUMPER

75MM THICK P.C.C. ------(M20) BEO ACTINGAS A DOP.C.

25MM 0 GI. DRAIN 7 PIPE AT I M C/C - - - THROUGHOUFT THE LENGTH

500 MM THICK - PIVOT C BRICKWALL IN 1:6 CEMENT MORTAR

CEMELL3F,LENSIOMTILEE STATEO NNN UNIESS . INDEPENDENTENVIRONMENTALREVIEWXSTIN_ SCENARIO

75MM THICKP.C.C . (M20) ... 0

RAMMEDBRICK____ BAT

RAIUNG PLANTER SHUTTER CAUN NOTOPEN---- 500M9200MM 500M9OMM 1000MM GARBAG GARAGE DUtL

DUMPER

100MM THICKPOCC. (M20)BARE

FOOTPATH *660 960 DETAILSOF BARRIER SCALE PROPOSED MITGAT'IONTO PREVENT

500MM 200MM 0MM 500MM 1000MM G R G LW N

NOTES: ~~~~~~~~DiwwkigNo:T-7 OPW: H*jHKE IPROJECT NatmioaHighays AuthxftyOf India N~~~~~~~~~~~~~TF5 ~~~~~~~~~~~~~~~~~~~~~~~GRAND TRUNK ROAD IMPROVEMENT PROJECT I.E.O.' 1) ~~~~OIMENSIONS ONLY CK5CI~~~~~~~~~~~~~HRWNIIEBH ~~~~~~INDEPENDENT ENVIRONMENTAL PEVEW NDiU.linm 2) ALLDIMEN0SIOSNMM UNLESSOTHERMW SSTATE SCALEID1EIND :20IIE4 *,. AREROPEeN ALee UPNGO IHWYSO A.isocate oul saPLLd 3) SMMSPECIFIC CHIMGES IFANY.TO SE MADE ONLY ON APPROVALOF PSKM EKND TTE SFMF OPEETGRO UPN NHGWYSD mw"fQ- THE ENODMEE APPROV1M DIPALI -d-im SBCFONB-B

=M_ | ~~~~SECIINA-AI r ==r c a=r,r=O=r r=r======r==I rr;/

______00000 00000000000000000 N .00FR000 00000000 0 NO00S 000 000 .00 0 000RAWN:0 0 0 0 00000 s w_ - r 1 000 000ND000NK0O0DI0P00000EN000OJ00 T 44 DETAILSOFSLAB~I- ma

DETAILSOF SLAB

A A

L~~~~~~~~~~~~~~~~~~~~~~0 00000 0 000 0 000000000 000

REINFORCEMENTPLAN OF THE SLAB PLAN

NOTES Or,o.1g N T.8 DRAWN: HRUHIKSSN PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT 1) KLLOWWRITTENCIMENIUONS ONLY CHE_ED HRUSHIIKSH E N MV .¶ 2) ALL OWLI9ISIONSIN lFNE OThERWISE STATEo O | SCALE:1:o DESIGNED:HRUSHIKESH ANUPL 3) SITESPEaNCINCAN MS IF Y O BEMADE ONL ONAPPROVAL OF Aoa South Asia Pvt Ltd. | r ANPMTYE | A N- N1 . THE S4E4NER APPROVED: DIPALI N- -IIQ A A B

KAND~~~~~~~~~~~~~~~~~~~~~~SN LLS FIRST BRICKBEAND

PLAN PLAN

,.,l,~~~~~~~~~~~ ..... HISHWAY ~~~~~~~ ~ ~~~~HIGHWAYSLURRY

SECTIONA-A SECTIONB-B TYPE 3. TUBEWELLON TYPE 2: TUBdEWELL

SC^LE ~EDGEOF THE DITCH ~~~~~~~~~~FNSEW_r NEA CEMEN WITHINROW

Diuw4ng NeT4O DFAWN~ HRUSHIKESH PROJECT i NationalHiginwaysAuthor ity Of India Non:LN GRANDTRUNKROADIMPROVEMENTPROJECT 1) POLLOWWRIrrENWDIMiESIOS OTpNLY ETAE CHECKIED:HRUS1IIKED4 INDEPENDENTENJVIRONMENTAL REVIEW _ flra 1

3) SITESPECFlC CHANGES F ANY. TOSS MADE Ot ONLNAPPROlVALoF Sl>LE: DES"NEOHFll"HKES Tm H ING FIRST CLASS AND A1S0 Asia THEENINNEER APPROVED:DIPAU AND N_ o2 2 POLYCARBONATE SHEETS 25mm THICK

"75 =%E,~~ 2OMM , IRONRONFLLTS NOE4

SWTH-Ke THICK

aEISTINGWALL E)SIlNG WALL

ISLB75 75 8 75 |MCU 757 lSMEC IS 5 76B IS7C575

$5 , ,. gX 1' _ L;_ZS 7~~~ ~ ~r ~~~~4002400| -oOl 70 1 4014

Isup 75I EC L'375U 75

TYPE-1: NOISE BARRIEROVER EXISTING WALL TYPE-2: TYPICALMODULE OF NOISE BARRIER

NOTES: D." T DRAWN PAJESH t) FoLLOWwwrrEN P GRANDTRUNK ROADIMPROVEMENT DIMENsIONsIto Y ||lEOmO PROJECT 2) |SAT6H | Of India ALLDIMENSIONS INMM UNLES OTHERWISE STATED INOEPENDENTENY1RCNMENTAt REEW I | 1 1 3) TrrESECFIC 3) SIT FSPEOICnr~ CHNGES y CHANGESIFANY, TO~o BE ~WIDE MADE ONY ONoN ~DEA SCADESGNED R H1EENGINErzR APPROVALOF N AT.S TiTLE -In | Lea MAssdatesSouth Asia PYI. Ltd. |APPROVED| D.SATISH |t-lIEN NOISE BARRIERS:TYPE 1U2 _ ~~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ | N- FM" D AW. ~ ~ ~ ~ ~ M - S -~~~~~~~~~~~~~~~~

PLAN

SIDE ELEVATION

TYPICAL CROSSSECTION AT A-A

PLAN

NOTEB: 1) F0UflWRr1TEN D6f9.NSloNy 2) Mi. DW5NSIIN SOLeRY.E SE DRW:ROMY DNo:T-Il D RJC 3) ALL O I OEYE STATED : PAIESH PROJEar GRANDTRUNKTROADGIMPROVEMENTNPROJECT | NatonalHRghwaysaina C HEC H ihasAitot AbtNPrCtyIOfAindianl INDEPENOENTENURON4ENTAL RE\1EW m * a 31STEEL 4EI _4 FATEIEVATION I C YUAPNEPLAT IN LO |SCLE N.T.S DS 620'4EEPElRS INDICATEDN eApPRflLVE 41 TOCHaREIEPERSONE-DGESCONCEPTUALDESIGNOF NTH D.SA | AflSOVEED:_ _ EO 3 SNASAr:S TRUCTURALNOISECONCEPTUAL LeaBAsRR M Om DESIGNOF STRUCTURALNOISE tEsS S h At. L. Msm PIEM ON EDWS APPROVED: ~ ~ BARRIER ~ ~ ~ ~ ~ ~ ~ ~ P ~ -~ - 7:6 UM . i WAS IN 1:~~~~~~CEMENT ~~~~~~~~~~~~~~~3SLAB FUPE IN i Z ' En: _t -. SERBHICK P NEHTC T SLURRY ~ ~ ~ ~ ~ ~ ~ CXBRCK25M HIK 8M riC

P.C.C.F FOKNSKSBN MOO SMMTHICK INLLITOEMETEMENT PLASTER ESLE PASC?:I. SECTIONA-A SECTON B-B

500MM TllCK ERICK l5MM ThlCK CEMENTL.-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~GL PLSTER X50MMTHICK P.C.C. (M20) HK--A IN 1:3 CE4ENT IN 1:6 MORTARI - A RINISHEDYIITH NEATCEMENTSLURRY WAIIL

_ . _ _ THICK ERICK 2544 ThlCR 134M THCK.S iORTAR | l § ~~~~~~~~~~~~~~~~~~~~~12544 CEMW ENC MOiNI - .S FUSOR INwaR 1:3 -I _ _ _ _ _E -_ - - _0 - - IN1T3- _ - _ -

PLAN PLAN 2) STATEDALL OWENSIONS IN MM UNLESSOTHERWISESOME. t~~ ~ ~ NMRUE4NESMR111t1250M THICXIBRICK2uMML 1AK Pyt. LHI. TYPEI TYPE2 SCALE

500MM 200MM 0MM SW0MM

T RHOJECT 2 GRAWNDTlRUNSK DI NH POKEyn M OM CBRK NOT 1' DMINlH T- K| SVIERHR U SH Ik ESN NTRNKD ONEMPR ENTM I)FO U.OW RIW IT TE N D I ENS IONS OXNLY M tARE WICGAR H E a NSW:ERNT 1 S1 C HRUSHIKE8HM A ANGWRR M ENT SLAB P APPROV AOCF 3) >MITESPCIFIC^n ANGESI F ANY, TO SE MADE MYON F THE ENSIIEER APPIOVEED DUALI l ]''~~~~~~~~~~~~~~~~~~~~~~-- ,aX .

NorsNo:T-13 PROJECT NatioRalHighways A_ulty Of India 1OESFO.WRTE IINOB ~GRAND TRUNK ROAD IMPROVEMENT PROJECT . A l) FoLLOWWRITTENDIMENSHMOUiNLY CHQE:HUSIEHIDEEDfK INDEPENDENTENVIRONMENTAL MERM REViEW W1 N-.DdM.iIOW 2) ALLDSRESIONS N MA LENLESSOTHB*1SE STATED S N TOSCALE DESIGNE1-HRUSHIKEH TrTLE LaIsoaMRSuhRiIY Ltd. 3) SITESPECIFIC CHANGES IFANY. TO SE M1ADE ONLYON APPROVAL OF NS ARRIE. Ud. THEENGINEER APPROVED,DIPAU ft- _dz ER ~ ------~~~~~~~~~~~~F

-. ~~~~~~~~~~~~~~~~~~~~~T

I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.I~~~~~~~~~~~~~~~~~~~

|~~~~~~| ~~ | O iN.> ' r g~I E| |r E N ------_- -|- -

co~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~! a 0 W g

IF F|Ql A lI al Sl

i/ ii 500 500

WHEREPLANTER S ON SOIL

WHEREPLANTER IS WITHINPAVING 165 ~~~~~~~~~~~~ASPER DESIGN

CEMENTTILES AS RAMMEDEAF;rrH PERRECOMMENDED

I_PREFERABLYMULTYPLE OF 500MM_l PLAN SECTION

1)m :FDnLOWY. T-16 DMENSHRUSH KlLI GRANDTRUNK ROAD IMPROVEMENT PROJECT \ awlbw"AhEolo 1) FOIIDWWRITlEN DIUENSIONSONLY CHECKED HRLtSHIKESHt _ ~~~INDEPENDENTENVIRONMENTbLREYIEW , _lDhl- ¶0S.

3) flTESPECIFiCCHANGES SE DEONLY O AsVaLO TOH THEENGINEER R MMY, ASEDSG APpIEaRn: orPj A4 I~ - 1000

N SPACER GUARDRAIL BEAM VGrTO Nz SECIONPMST SwNv%-f2I 4 ~~~50/751900 LONGGEEX1-WLALOTH A1-C TO -TA- WAFTE AS

G,~~~~~~~~~~~~~~~~~~~~~~~~~~~~

NATNAL SOIL ACCOASTE IN This SPAcE %AACH FAciUrTATEs AEGETATIONIN THE COARSE1OF TIME

V W DE AILS ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~OFGAEiON BOXTRE CLE11

v~~~~~~~U

500MM 200MMOMM 500MM 1000MM

GABION BOX TYPICAL SECTION FOR WATER BODY NEAR THE HIGHWAY

NOTES: D 4AVNO:T 16 DRAWN: HRUSHIKE9HPROJECT R N ponalHighways Autat Of India GRANDTRUNK ROAD IMPROVEMENT PROJECT | fifl 2)AILDIMENSIONSINNRLISNIKO I SCALE-S120I. INDEPENDENTENVIRONMENTAL REVIEW Ifrfi-l1w 2) ALLDIMENSIONES IANYMMBUNLESS OTHYOW STATED PSCALE: 1.0 DESIGNED-HRU TITLE 3) SITESPEO FtC CH4GES IFAN,iTO BEm MAD ONL ONleAPHUStSVALSlOS LeaAssoDIatS Sol Asi Pvt Ltd. _ G GABIONSTRCTURtE FOR SLOPE PROTECTION .IAA- PIclW THE ENGINEER AP~~~~~~~~~~~~~~PROVEWDIPALI NSC-IW- _ _ _ _ O - O SLOTS 100MMC/C

SUPPORTINGMES - ANGLE FRAME A

0~~~~~~

GEOTEXTILEMIRAFI O 140 N OR SIMILAR M.'. ANGLE APPROVED MAKE- MM X 3MM)

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~G L > E5T, coI

LI-)~~~~~L

ELEVATION SECTIONA-A GECTEXTILE FIXED TO L AND T SECTIENS WITH BINDING WIREG A I GEOTEXTILEMIRAFI- E 275 27 140N ORSIMILAR 1 -- M.S. ANGLE APPROVEDMAKE 2M 25mx3m LE (25MM X 25MM X 3MM) SUPPORTEDONMESH (25MM X 25MM X 3MM) BINDINGWIRE 625 THROUGH SLOTS 11 i

A-- PLAN DETAIL AT A -IAwbNOT-17 DRAWN HRUStIIE8HPROJECT NOTES NHUonalHighwaS AuttlOrlY OfIndia GRAND TRUNK ROAD IMPROVE-MENTPROJECT I.r 1) FOLOW WRrfrEN DIMENSIONIIONLY CHECKED.| HRUSHIKESH| INDEPENDENT ENVIRONMENTAL REVIEW I-IU 2) ALL DIMENSIONSMM UNLESSOTERWSEa STATED SCALE 1H E 3)SrrE SPECI4C C0ANGES IF Aw. TD MADEONLY LeeASocItS SouthAi PvI Ltd. BE ON APPROVALOF |ESD | H SH TTLE GEOTE)MLE DETAIL | N._ w o. THE1ENGINEgR AFPROVED:LDPAU | I 0 l.11 ~~~~~~~~~~~~~~~~~~8 8

o BRICK PAVING~~~~~~~~~~~~~~~~~~~~~~~BRC PVN T,.S B E O e-

1<~~~~~0 64650 ,

AREA (TYPE n PLANOFPSITTING 2)

FOLLOWW ENISINSGRANDTUN OF SITTING AREA (TYPE )4 P.CROAD PROEEPTANPROJECT 50 0

2) GMENSS NALL M UNLESS EWWI AK2S5ATD00 GROUND

w P-C-C.tM20) ( _ SECCTCIONM0B-BRICKYPAVIN

I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~SCISECIO A-AYPYE 1)2)

N07ES |Drc-9n N.: T-ls DRAWN: HRUSHIKESH jPRCQr.T GRNTRNROOMROEENPOEC 9h ilo3cgh altd 1) FOLLOW WRITTENDIMENSIONS ONLY CHECKED: H UIKESH _- _~g _ hewDl O

2) ALL DMENSIONS IN MM UNLESS OTHERWISESTATED 3) STE SPECIRCCHANSES IF AY. ro BE MADE ONLY ON APPROVAL OF SCALE: 1 TiTUE SEATING50OESI6NED ARUND TREE-i A-220,NY HRUSHIESH FHS CS Icy.L THE ENGINEER APPROVED: DCPAIJ P.ehi 682291E052290- 6 b0, / 1320 2460 1 60 I1 -.9+0.0_-\ } 1 l 9+0.0

4±0 4±i000 L -4I0+150 j _ _ -++450 0+150 -4+150 -4~~~~+450 +- 5 SITTING -S-+300++450 *+300 cA( -4±30O + ARRENGMENT(OTLA) -+300

t S_ 0 _ ++300 __ . ++300 )_ EARTHFILLING - -B CKREST 2000 1-750~~~~~~~~~~~~~~~~~~~~~~+5 .rwk TM+0+d 50 0 9+450 23-_-450 ++O O

.4+0.C ++. O TREETRLO _-+450 -4±50 o ~~~~~~~~~~~~~~~~2000

e±15 ~~~+450 4+5

-6+300 Ed -i -300 . -4±0 <9

150 ++1so5+o _PLAN OFSITTING AREA (TYPE 4)

±00 _-/±000 EARH FIL0NG

6460 P.C.C. (M20) 75MM TIC 5 250MMTHICK BRICK W AUI 125 PLANOF SITTINGAREA (TYPE ') BRMMTICKPAVINGC^

EARTH FILLING \ // Slnl"G A3GH (OTLA) ~~~~~~~P.C.C.(1125 /.-/

125MMTHICK BRICK WALL S AS 15M T RI WALL P.C.C.(M ZG)P.C-. -HC BRICKPAVING (M0 5M SECTIONB-R (TYPE4)

SCALE

SECTIONA-A (TYPE3)

~~NQ:T-1B ORAWm: HRUBHIRESPROJECT NationalHighways Authority Of Indla GRANDTRUNK ROAD) IMPROVEMENT PROJECT .r-A FOLLOWWVVTTN DIMENSONSONLY CHECKED: HRUSHIKESH INOEPENDENTENVIRONMENTAL REVIEW | I .Ddi-IiU 2) ALLDIMENSIONS IN MM UNLESS OTHERISE STArED CD I DegI SL a L SITE SPECE CHIFANGESfPAY, TO BE MADEONLY ON APPROVALOF | | IGN.ED HRUSHIKESH TffE S lNG A ND TREE2| | THE ENGIfEER EVD | DIPALI_ .|A 300 0 2460 1700 300

00 T ~7aiO0 SITTINGAREA*GIENT ++1509+150 rl +750 *+450 | < S+4509+31 10 X r B EARTHFILLING - a; CKREST -&+300 -9-~~~+300 aB20

Tak ±.750 L 0+45 e 4+45 Trunk rf the Tre TREETRUNK

++450 +~~~~~~~~+450 45

g0 °______50_____2000 2000 200 + 45 J 230~~~~~~~~~~~~~~~~~~~~~~~0

PLANOF SITTING AREA (TYPE 6) -9+300 Er rth +0 -110 ~ ~~~~~Filling-- +3"0 Sitting Arrengment O+150 4+450 9+1 sa

4±0dO ______±000 EART FILLING SITTING 4+O.0 BACKREST

6460 P.C.C(M20) 75MM THI StONEPITCHING

PLAN OF SITTINGAREA (TYPE 5) 250M1THICK BRICK WALL

EARLOFTHETFlLNG SItTTINGAWVNGIeNT (TrLA) P.CC. (MO) / SIACI

P.C0MTHCKb RlC) 751'_ 1 BRICKPAVING J 125MM7THICK BRICK WALL BIRICKP A V I N G bG GlV itNDSECTION B-B (TYPE 6)

P.0.0. (10

SCALE SECTIONA-A (TYPE5) Tl 7

I)DMENSIONS FOU~IIWNI11SNONLY 1Om." NW. DAWN PROECT -1 Nintbal HighwaysAuthority Of Irdia N)FOTES: TrENDIUEN8aN3r0NLr ICHECKEDIHRLI3HIKESHDI~ GRAND TRUNK ROAD IMPROVEMENT PROJECT I I B , 2) ALLFOLLM DlaEMNSWMTENSI INDIISMENMM UNES .SS ONLEYISOTHEBMSES STATI;;D_SAE1 CL 1CHEREINDEPENDENT ENVIRONMENTALREVIEWLeAsoltaothM Pt.td 3) SIT SPECIFICCHANGES IFANY. TO BE MADE ONLY ON WLE 10 LOLE IHRL3HIKESH| DESIGNED SEATINGARROUND TREE-3 =A NoFI..f THEENGINEEF APPROVECIOIPALI uI <0 :5297y 2460 797 300 c f10 +. 4-100 i ~~~~~~~~~~~~~~~~~~~~oCo B RICK! PAVING r+-450 - 50L-+ SITTING +0 ARRENGMENT(OTLA) -- +0 *+750 TA

EATH FillING -B CK REST B 30

a++00 ++450 _ ji5 +0 )L g 5 \ TEJ) t

TREETRUW REN

r 4-50 O4-St +4S0-0450 +300 +

4+0.0 PLAN OF SITTING 461353 AREA(TYPE 8)

PLAN OF SITTING AREA (TYPE 7) TRUNKOF THE TREE

EARTHFILLING SIT G ARRENGMENT (OTLA) EARTHTFIING\R SNTTS (tnA) BACKREST EARTH FILLING Ia42 B,I9 538 P.C.C 5120) 75)5 THIC P.C.C. CM20) 75MM THICK 250MM THICK BRICKWALL ~~~~~~~~~~~STONE 50MMITHICK~~~~~~~~~~~~~~~~~~~~~~~25M ZStM~~~~~~~~~~~~~~~~~~~~~~~~~~9 HIKBIC AL 120mmTHICK B3RICIK WALL TaTIPUITCHING BRICK'A VIING

F.C.C. (MOO)- '- *.~~~~~~~~~~~~~~~~~~~~~~~~~~~PC..(m0

SECTIONB-B (TYPE 8) SECTIONA-A (TYPE 7) SCALE

DMW MMT-1 MVM: HFUSHKEs PECT N tonlHighwayvs AuthfortLyOf India

*}FULOW#lRrTENaIme:SICNSONLY 2) FOLLUOWWrNTEN DIMENSIOS ONTL GRANDTRUNK I ROAD| CH IMPROVEMENT l ,,,,,*TPPROJECT I CHECOEft. NHRUSHGIM INDEPENDENTENVIRONMENTAL REVIEW __ i | 1.IIUS_ 2) ALLDIMNSdIONS IN MMAUNLESS aTHERMIE STATED SCALEI=DME.HUHKS TLESAIGARUDTE LeaaAssodlate South Asia PvL 3) SITEsPECIFIC CIANGES IF ANY, M BEME ONLYON APPWROVAL OF Ltd. THEENGINEER A, APPROVED|IPAUJ N Dm._. P.C,C BED (M20)

BRICK ALL TO RETAIN APRONDRAINING INTO DITCH 18MMTHICK CEMENTPLASTER CHANGE) SECTION 13001 BRICK WORK IN 1:3 CEMENT

(00MMTHICK M20 CONCRETE

R.C.C PIPE 900MMDIA.

g z L Y 4S - _ -SX AJA CPIN _ 2300 100MMTHICK P-C.C- BED

2XLX1__ _-- _ X BRICKWORK IN 1:3 SECTIONB0 - <1: (n L \ i3- - - - - B-BRN

4 L I\

100MMTHICK P.C.C EARTH FILLING R.C C PIPE 900MMDIA. BED (M20) SECTIONA-A E

DITCH-I COPIN I / BRICK WWORK IN 1:6 I CEMENT MORTAR PLAN 5

IOOMMTHICK P,C.C R.C.C PIPE 900MMDIA. D0M D 75MMTHICK P.C.C BED (M20) I:2-) 75MMTHICKP.C.C B.P.C.CED (M20) <, . ' '< SECTIONOF BRICKWALL CHANGEDSECTION : , 7

WEH .1 ~~~5-,,PLASTER NORMALSECTION - -

SECTIONX-X BRICK WALL TO RETAINCHANGED SECTION

NOlrES: NDT22 D~w1.iDP_ N~-2| OPIW~~US43ESNPROEIDRAWN: |HRtUSHIKESH | PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT-| NalonalHighways AuNtrity Of India 1) FOllW .WflWrN DWEUOtJS ONLY cIEVKED: KRUBHIKEa4 INDEPENOENT ENVIRONMENTAL REVIEW~ 2L DALOI ONS IN MMlUNLESS OTHEWAEE SCAEL. NTS GESHH Lee AasocateSouth Asia Pvt Ltd. T) SrrE PECWICCHANOGES ANY. To BE F IADE ONLYON AL W SHAFT TOUCHING THE OrCH N TMHEN Lt. QINER V D - Z~~~~~~ Z

IZ - p ~~~~~~~~~~~tedqe oF ROW ~

400mm WIDEGRAVEL RAMMED IN EARTHAS A 70,nm THICK LAYER _ ~~~~~~~~~~~GRAVE!,BELT \ \ \ \ GRAVELDEBRIES I |

A L O0 4 y , : 2 ~~~~~~~~~~~~~~~~~~~~MNOcis, ; G A L slope t 50MMM THIC600PICpC.

E _ WcilRetNning t / / /~~~~~~~~~~~~~~~~~~~~~~~~~~~~avn a- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~RECASTR.CC. SLAB

Retaining0 Woll ITC NED WITHBRICK

1)~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r FLOWTEDM2N30NONL RAMECYDHRW4EH__ _-1w

1) FOL.LOWWMrEN DiMENSION4SONL.Y CCE.HUH INOEPENDENTENVIRONMENTAL REVIEW dIOu 2) ALLDW ONS INMM UNLESS OTHERW18ESTATED SCALE., DE1somE IJSN(H1SH _1TmLE WELLSHAFT WrTHIN EMBANKMENT 3) SITESPECFI C iANGESF AMY, TO EEMADE ONLY ON APPROVAL OF LeeAodatea SouthAsia PvL Ltd. _ PhmP- _ V THE EMNEEGAPRINOFUNOMio 230

H A E C T D05 5

> 6.2 1 600 700 4800 500 1 90C l5MMTHBRICK PAVING IN 1:3 CEMENT MORTAR - - - ~~~~~~~~~~~15MMTHICK LAIC)ON 60NMMTHICK P.C.C. (MV20) 6.2 1600 700 4800 500 2900 APRON I0 130 AS PER SITE RAMMEDEARTH gxz 1150 o CCNDITICNS BRICK WORK IN 1:3 SLOP12 MORTAR -I GL

P.C0C. (M20) ITIONSDSCOND WITH BRICKS

100MTHICK C T IHBIK

SECTIONB-B GUARD RAIL

_ i m< 1 ~~~~~~~~~~~~~~~~~~230 0

' 5 S~~~~~~~~~ING 260

o \C 3aot% t .> . 0_ 230RETAINING COPING

BRICK PAVING IN 1:3 CEMENT MORTAR AREA ~~~~~~LAIDON 50MM THICK P.C.C. (M20) r GRAVEL/ RIKWRK.d.. .. 1 5 . . ACCESS TO ON RAMMED EARTH

cl 0 t ~~~~~~MORTAR-

I_r ,'-', ~150

LOt M20 SECTIONA-A 230 SCALE

D c5dl S5MM 2XJMMO 5fCMM 1000MM

NOTES: Dluk N T-23e DRAWN: HRUSIIIKESHPROJECT - NatOlIalHlghways Autwhty Of India I) FOllOWWRrrrEN DIMENSIONMS ONLY GRN_TUK____IPRVMETPRJC I 1-fA 2)MM UNLESSALL ONENSIONSOTHEtSE STATED IN SCALE.,PSIP NENVIRONMENTAL REVIEWN_O_ | | 1_= 2) SrrESPECIFIDCHANES IF/ATNYO BERMAE AONLYON ALOF 1O2 DESIGNEDW HRUSHIKESHi TITLE WELL SHAFr WIrHIN EMBANKMENT |i Aascdte SOuth Asia Pvt Ltd. 1111 ENaIEER ~~~~~~~~~~~~~~~~~APPROVEM.DIPAl. NSDam.Irn 1T 1000OIA. COVER E FOR INSPECTION 50 R.C.C. SLAB M-20 n I _-S150 GRATING

BRICK BAFFLEWALL 225 BRICK SLAB 225 x 00 100 CC SLAB M-10 PVC PIPE 2000 LONG VERTICAL DRAIN WELL

AGGREGATE 8 I . GEOSYTHETIC FILTER FABRIC (2000 BELOW THE BOTTOM OF THE CATCH PIT) CROSS SECTION A-A

VERT CAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS

IA 1 00

B0-0W BAFFLE WALL

BAFFLEWAL. ______

PLAN VERTICAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS

SCALE

NOTE8:SWhJ NOTES NO:T-24 ORAW: HRU8HIKE8H IPROJECT _ NaLonalHighways Auyhorsy Of India OEEA1~~~~~~~~~~~DfNo:T -24AW HRUSNIIEESPRWOEC GRAND TRUNK ROAD IMPROVEMENT PROJECT 1.Of IndA- 1) FoLLOWWRrrENU IMENSION8ONLY CHECKED: HRUSHKESH INDEPENDENT ENVIRONMENTAL REVIEW N- d-1 2) 8a oE NSECIoNSICCH^NGNMM uW.h OTh UE ) arm~SPECIFIC CKANGES SAEOYDN SCALE. 110 DESIGNEDT HRUSHKESH TILE RELCHARGING PIT FOR URBAN DRAIN I- A S A8h PVt Ltd. IFANY. TO SE MADE ONLY ON APPROVAL OF 2_____hW THEENGINEER APPOVD, AL IOAAA1111(ml ~00TATIIKATOl 505 .A ArA0L31AT311D

FRONT~ELEVATIO ~ ~ ~ ~ ~ ~ ~ SP EEVSO

WV a

PL4N~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ AHN PLATFORNMARE SAEM

_ X I

11 FOLLOW WRrrrEND#ENa'CM ONLY CHEcKED. HFWM ~a%%~~~~~~~~~~2001119 AM

^ | ~~~~~~~~~~~~~~~~~~~~~~~~~~~~SECTIONA-A (RFVERGEFILTER WELL)

NOTES' A_IISTU WN: ~~~~~~~~~~~~~~~~HRLHIHIKESHPRjc _ - Nml Highways AuthwrkyOf Inciia , V Fl wlfl m 1J FOLiowwNrTENDtENSIONSCNLYOEINDEPENDENTSENVIRONMENTAL HRUSHKESHMb REVIE 2mALLoEWONs INM OFORMWWA AND DEwE F ANY, TOE WSEN PLAOEPL AT THE EDGE O a L". 3THE APP GERNDTRUNKROAD.IMPROVEMENTY P J E TheMaENOEN AppRovED. CIPAJJ-wiiKva P.C.C. (M20) FINISHED WITH 5MM THICK M.S. LEAD FLOATING COAT OF NEAT EMENT 675 _50 100 SLURY SLOPE 1:40 DRAIN P.C.C. (M20)

INLET PIPE 100MM 0 -. C ~~~~~BAFFLEWA.LL

250 MM THICK BRI RAMMED BRIC EA vqvWALL IN FIRST CLASS BRICKS IN 1:4 CEMENT MORTOR

300 75MM THICK P.C.C. (M20) BED

SECTIONA-A 50 1D0c 50 50 50 AS PER REQUIREMENT RAMMEDEARTH SECTION-B-B

SLOPE 1:40

DRAINWITH A SLOPEOF 1:40- …-n

SLOPE1:40 BRICKW 875 2

Li I I ~~~~~~~~~~100~~IOMM 0 PIPa I ~~~~~L

A M.S. LID

LA OIL INTERCEPTO . 13~~~75,

ROADSMDEnalE -1375- KEYPLAN~ PLANOF OELINTERCEPTOR

SCALE

500MM 200MM 0MM 500MM 1000MM

O..& N.; T-M HRUAWN: HIEHPROJECT |Neoali5 HighwNays AU&wt Of India NOMS: DIMENSIONS PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT 11.ha i) F(PWRrrrEND MIONsOLY CHECKED: NRUFHIKESH INDEPENDENT ENVIRONMENTAL REVIEW N_ i.11W6t 2) ALL DI SIONSTN MM UK-ESBOTERWISE SEATE SCALE 120 DESIGNED: ISUSHISI4 TIILE STORAGE AREA FOR OIL AND GREASE L eOUAsS h As Pv Ltd. 3) SrTEWEFIC CHANGESFPANY. M B MADEONLY ONAPPROVAL OF Amb.fb fl,_ THEENGINEER APPROVED:DIESEl10 140of 290 00 20 CORRER nB50 1s0 o 300 300 3 I

mE.~~~~~~~~~~C~E HALFr OL n

TylER TRIE2 TYPE CEMENT TILES IN 1:G CEMENT MOCRTAR

CORNER TLE 1 20AS PER TILE DESIGI 11nd CLASS BRICMS W ON FROG AND RXED IN 1:0 CEMENT MORTAR

MM1fMORTAR G 0 MkP 7l O U4 MORTAROAR

iu 1@ 1t^; b RAUSED EAI5H nEk -st fl ~~~~~~~~~~~~~.1PCC(M20)

JFIDIw RAMMED EARTH - H^aF TILEr= =T|-

500MM 200MM OMM 500MM lOOOMM F;~ ~ ~ ~U

NODaMWk4N. T-Z7 DRAWN. HPSHIKS PROJECT National Highwap Aut 01 Indla 1) POU~~~~~~~YWRIr1~~~~~~N DIhENSIONS a~~~~~~~~~~~~v ~GRANDTRUNK ROAD IMPROVEMENT PROJECT 1) PXLOWWInlEN DINIENSIONSONLY CHECK

A~~~~~~

DETAILAT B SCALE 125

TYPE-2 DETAILAT A SCALE 1:25

NarEOLLOWA" NM TT-E ORAM HRUSIIIS PROJECT NatonalHighways Authority Of India GRANDTRUNK ROAD IMPROVEMENT PROJECT 1.f~A 1) AOL L OW WI TT EN OS t E N S I UN S LI t Y Qf Q W~ . NIE E S TATED I PE N NDED E N T EN V I RO N M E N T A L E EW .-5 m 3)) SITEALLESpECMOIFIDSPEES IF ANY, HNETDBE MMDE 1IF ANY, OTN~To BE MADEONLY ATECLON APPFIVAL OF SoA. DESE: S TRLING DEIL LAssate SouthAsia Pvt Ltd. RALN EALAm%AaRb.&0.,~ h THEENGINEERt APPROVEDa5PAU ftNWOOlISc -5~~~- IC 6~I

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

_---X- --

------I~ - i

------~ ~ ~ ~ hA ------

z - -~~~~~~~~~~~~~~~~~~~~~~~~~~-----

______M_ J 0 3_ U U _ 30 MI1_ _~~CY

------DRAIN WITH SLOPE OF 1:100 X BERM AND DRAIN TOWARDSROAD SIDE DITCH

H U U S~~~~~~~~~~~~~~~~~~~~~~N UI IC

A

", _ _ ;~~~~~~~~~~~~~~~~~~~~~~~~BErOA-A

_ ,, ,, _ _ =~~~~~~~~~~~~~~~~~~~IIE T_E IAN1 DI AV/~1 WYrOH SLP AS = NI-M _- |N

DETAILAT s' DETIL AT 1K

NOTEST ^:HR-HFS GRANDTRUNK ROAD IMPROVEMENT PROJECT 1) FOUOWWRrrTENDIMENSSCNLY ~~~~CHEIOKDHRUSI4(ESN INDEPENDENT ENVIRONMENTAL REViEW P_.5 2) AlLLDDENONSIN OEWSESAE, ,,,,EOS> SCAWLE1:70 DEI@: NRUSNkESH TIT1LE WASTEDUMPING ErrE i.a M;;ta SGV is v.Ld

THE ENDIrWER APED:WFUP._A 267 0 = BRICK WAIB USNL VIS MM TIHlICKRLC SLAE

2k1 2CS KS WIH 12MM B REINFORCEMENT . ,vING MI5 M_RA 0150mm C/C TR Y. AS. GO------I200 |MMC rWOWAYSLAB. 16MMWWITH S a TWO LEGGED I 00 STIRRUPSe001MM

RCC -RE -A 400MM X 300MM 18MM THICK

ARRANGEMENT I SlzE R CC COLUMN - I 420 I

722 1 406MM 0 600MM~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~16M WITHIMM

ELEVATON STRRUPS 0200MM I I~~~~~~~~~/

FLOORI1NETNGA AS PERGL PRA lWING DRAWINGOO 2TP _____ { ~~~~~~~~~~~~~~~~~~~~~~~NO.T-27 I

L lrlOD 333 --- 1000-~

SCALE~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ STEP~LEADING~~II ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~TOLGE RINOREMN 00~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~2M @0M

U, O. ~~~~~~~~~~~~~~~~~~~~C/C

IUN ARPED 5ALtCF SIE I_COLUMN

I SEC~~~~~~~~~~~~~~~~~~~~FTIONA-A SCALE 1-50

3)EInEEfCFIC4WBb F NYSCALE T NEBO OL CN PPOAL OF S>LE 1:h DEIIND M SIZ AIU -AOY 4 OlW Suh uaP T2~~~~17 ~~PLANOF CANOPY

NOTES: ~~~~~~~~~~o!whABI5NO -SI DR.AWN: HRUSHBKESHPROJECT NadoioaHighways Authority Of Indla 1) FOLOWVINORTrENDIMEdSKM ONL GRAND TRUNK ROAD IMPROVEMENT PROJECT I..iA 2) AL,OTHERW-M OIlWSIQI IN WATMIS MMUNLM HIJB 1KESWINDEPENDENT ENV1RONMEzNTALREIEEW -W10 2) AWMDWE=qWONSMM IFNAESSBTE MWIS STATED IPMA O SCALS.1:76 DESINE1 HRUSINHES TITLE CANOFY Lee AssocimtsSouth Amis P;E Ltd. 8UPERVua49COOULTANT APPROVED.OIPAU -Mio DETAIL X'

LAYOUT OF BUSBAY

irrm BRICK SOLING

DETAILS- X SCALE 1: 10

NOTES Di NoNW.: T-T HRLISH4ES .ROJECT NaO-iel Highws AuthortyOf India 1) FOLLOwWRrrEN DIENSIONS ONLY _ CHEcKEn HRUJSHIISH INDEPENDENT ENVIRONMENTAL REVIEW 2)ALLDiMENS IN8MM UNLESS anrWsE STATED 2) cCATOBEIMADENSONSLYN ANY, ONLSSAPPROV AL OF8CALE: NTB DE8GENED 3) SrTESPE(3FIC o4NSL IFANY,TO BE MADE ONLY ON APPR_VAL OF HRUSHSESH TffE GRANDTRUNK ROADPROJECT LaNAssoclts SouthAsia Pvt. Ltd. SUJPERVISIONCONSLTANT APPRVNN VAL. _____im 0.45~~~~~ .45 )31 2.1 5 0-# 2 0,i0.3

k 2.9 i 4.1AI

FLOOR PLAN

j ~~~~~~~~~~~~~~~~~~~~~~~~~GL IGL

FRONT ELEVATIONSETO M

IKITES: DgNsTJa CI>WN UHiPROSECT ~~~~~~~~~~~~~~~~~GRANDTRUNK ROAD fMPROVEMENT PROJECT -" a 1) pOULoWYWRrEN DIMESINONSONLY CHECXED: HRUSHKU INDEPENDENT ENVIRONMENTAL REVIEW _O.11Wi 2) ALLDIMSPONS IN MMUNLESS OTERWISE 5TAEE Lee Assodat. SOUtIAsia Pyt Ltd. 3) NM SpeCIFICCMES F ANY'TO EMADE ONLY ON APPROVALOF 5 5v. IPERVISIONCONSULTAIT APPROVED DIPAL C NO5,12 0 4 @ _50 C/C

. T C150/ / C/Cze _ _ -120 C/C

- 120 @150~ C/C ~ ~ ~ FLOO 8L 0 CVE

\ / | \ l l PLAN17 SFCTION:'CCS

10 0@150 C/C 12=@20 /

I 1 ~~~~~~~1200250 C/C 0 C 1sPLAN 1 \ I

_ | l 1 =~~____X REINFORCEMENTDETAILS K \ ~~~~~~~~~~~~~~~~~~~~~~OFRECTANGULARCOLUMN . Z- 7_= 7==u (SCALE 1 10)

REINFORCEMENT DEDAL[ CE SLAB (SCALE 1: 20) 1 2.01o

100 18 C/C @2

FOUNNOlON 75mm~ o}K LEVEL P.CC. 820

G.DRAWINO OF SECTION: ' RECTANGULARCOLUMN (SCALE 1 20) (SCALE 1 205)

NOTES: Dl_hi NM T-34 Y HRARUUH PROJECT Hhwys ONfaMeO India 1) .OWIWrrIjhNMEMNIONS ONLY ) KIXWS - TENDMEWWN>Ly affoeR HRUSHKBHGRAND TRUNK ROAD IMPROVEMENT PROJECT ==-^ CHECKn* HRUTSHATE INDEPENDENT ENVIRONMENTAL REVIEW NDMN.11C01& 21 ALL OIhENSIO NSSMM UNLESS OTHERWISESTATED SCALE' DEK4D HRU8HfIESH lTTrE ThE BSouth SARUTPAE 3) L1"sAmoot ___ STE SPECFIC CHANGESF ANY.TO BE MADEONLY ON DETAIlS OF THE BUSSMP 8TRUCA SUPERIN CONSULTANT APPROVED DIPALU X100 75 100 75 1009t r

OPENSPACES FILLED UP DR STONEPITCHING- -, WIT SOILI RASS PLANTEDWTH GRASS l 8I_ - R8 REaAR 2H 1A A

PLAN REBAR DETAILS thaO875+10075 1GoSb 250 THICK

SECTION ON A-A

CONCRETEBLOCKS LAID ON 1RONGEOTEXnLE SUPPLIEDEBY rZ CECHCINIAK) P'Vr LMD OR APPROVEDESUIVAEEN P ROUGHCUBIC STONES OF 25 CM NOMINALSIE AIANDPICCED ON THE SLOPES. INtERSTICESFILLED UP WITHSPALLS AND SOILORWSSPLANTED IN THE INTERSTCES. PRE CAST CONCRETE BLOCKS FOR SLOPE PROTECTON FROM EROSION

OR RIVER BED SCOUR STONE PITCHING OF SLOPE SURFACE BREK PITCHIN

OETAIL "A' D L D_TAIL "B', ¢

TOP T0EIN MADEUP W2TH MCS CONC. O WI

PRECNST L NCKSO T C C T B GROUNPE

EXG DIRECTONN o y GROtUNDLG | o lo ND TRUN R I OV 1 1) F°U=a1°p°r°a| DIMENSIONSONLY cstaawo IRICKSHISSM4 INDEPENDET E O L QRV IWN THESLOPE.

i - I ET .I 8--

1J EVM COLwNSuENTA SDN APPROVED:HR91ES IPARNcEOTENlRNETLRVE N_Qd - -110 a 3swmvlSPECIFICCONMGS LT ANY, T E E Y AZJ ALL DIONSCINS~ LFIN11^1 UNLERiS~ OTHEIUH6E STATED~ ~50 ~ ~ ~ DIPIL~ ~ ~ ~ ~ ~ I~ OETAILS~ ~ ~ DC~ ~ ~ h- 61MM na-T BRICKLAID ON EDGE

BRICKLAID ON FLAT

THIS SPACE. OBTAINED ~, FROMTHE PERTICULAR a ARRENGMENTWILL FACILITATEGROWTH OF VEGETATIONON SLOPE

GAB3IONBOX

BRICKELEVATION~~~AFTERARRENG~~~~~ENT TWOliomm (Brick laid an Flat)CORE ONECOLRCES OF 70mm (Brick laid on ed Ue)

KERSCALE KERBSLAB AS PER DETAILSIN PLANTERDRAWING DODDQUALITY BRICKS (CLASS II) HANDLAID ON THE SLOPE.

GABIONBOX AS PER DETAILSIN GABI1ONSTRUCTURE DRAWING

2) AU. DMENSION IN MU NLESS O hERWISESTATED ESIGNEDBRICK n PITCHTIN G OF.SLOPE.;SONRFAOESURFACEb h Ll J)Wa se ONY SECIFONAWRVAL a4NGE IF3F NY,10 B ES£2D: RSHKESBRICKBRCK PITCHINGNSL OF SLOPE

SCAI.~~~ LeeAssodates South Asia Pyt. Ltd.~~SCAL

0MIMM50 m THE ENQINEER APPWOV~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~DPAJ50M.2

N_ APPOVEDDIPAU ------75D

MONOTHICKMETAL SHEET 5 10 MM DIA RIVETS--

BACKGROUNDBLUE SIE 20 MONOTHICKMETAL SHEETF RETROREFLECTORISING PAINT NAME I DESCRIPTION i ;i LETTERINGAS PER DESCRIPTiON 1. R. C NORMS I DISTANCE

CAST IRON T-ANGLE l CAST IRON T-ANGLE _-___._ 75X75Xl0 75X75X10 (EMBEDED - WITH CONC.) (EMBEDED WITH CONC.)

PRECAST CEMENT ______CONCRETE CYLINDRICAL BASE

450

4 0

, E ]:': "'' ''1''1 ~ ~i -- 7t0 PRECASTCEMENT ___PRECAST CEMENT CONCRETE PLArl BASE CONCRETEOCTAGONAL BASE I C~~~~~~L GL

ELEVATION , ,0

750

D.-9,n N.; 7-37 RVN: YAJ O.CTNational NOTES: HighwaysAuthority Of India RN TRUNK ROAD IMPROVEMENT PROJECT 1) FOLLOWWRITTEN DIMENSIONS ONLY tE - DIPALI INOEPENENT ENVIRONMENTAL REVIEW 2I ALL DIMENSIONSIN MMUNLESS OTHERWISF STATED -CHECKED- SCALE: DESIGNED: MANJU TITLE DETAILOF SIGNAGE LeaAssociates South Asia Pvt.Ltd. SUPERVISIONSITESPECIFIC CONSULTANTCHANGES I ANY, TO BE MADEONLY ON APPROVALOF 2 ANRVD:DPL LIOF IGNAGo TOP TO N MOOTUP' T~~~~~~~TO MIS COOT. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~BR.CK< PiTOH NS FOR - WT M1S SONC e 1.0m E. ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~SOPE PROTECTION:

p < ClFECnON l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~PONDSLOPE EXIS1ING / T 1:4f '

6 ^ § PROPOSEDORNASMENTAL TREES OF SPECE O SOFT 600 S~~~~~~~~~~~~~~~~~~~~~~~~~GLMOHARTREES@IOMO/C SECThCNB-N

OTTo 7 PROPOSEDORNASMEN-A TREES OF SPECIE T MOO MTS COST 000.. V x-SET-L PASTASG a IN V/C NUME0ERiT

TYPICAL 3RICK P[TCH`I G DETAIL

EXISTNG PLOT BOUNDARY-_____

f~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -, - - - -D------7p,-_---- - :Xf 1 PROFOTEC SCT ON A A IhFT t~~~~~~~~~~~~~~~~~~~~~~~~~7------_ftI ------X UFC_qJ._--X -

SE m- - 7 -L7 - - -Y - L______EW.t''

0L7AS-IONS~~~~~~~~~~~~~~~~~~~~~~~L FPROPOSED _ _ BROR CK _-__ _ - - 7 ------RKPlCnEDTOGT PROTECTON |0 E _-- - ~=L: :. : Q ~~~ Q h '~~~~ :2 SLOPE AS PR,:=--== -_:--_-_---_E-- :

PMOPCR:NG FORC 7------STL~~~~FLD ACCERFASSWTE PITL HEaA ED' PRTCO ------7 :-_V00

SECTOCG F STEA AT A-A.u DE-ILD. SHOWN0 ------i021Q:

2 SLOPE AS Pti -- ~~~~~~~~~~~~~~~~~IASAGRA

SEOTES - TRUNK ROAD4

'5000550 SoADE TREES,3_S.UAERA SCALE AZACSAC:1-TATO CA _------25m O 10 15 2

~~~ROPOSFDSHAH TR--S. ~ SCALE:~~~~~~~~~~~~~~~~~~~Pn~MMMM86M2MM 1)NOTLS: A|E O ordwiOS ngNMo T.3 DRAVvN: YRAJU _PROJECT GRtANDTUKIMPROVEMENT RODPROJECT NationalHighways Authority Of india , SMFOLOAWITELLMESOOLYlCHECKED: MANJU 7 NDEPENCENTENVIRONMENTAL REVAEW Dh ALI C:RERS,OkOARC IN. MM UNLESSCTHERWISE S-AACC Le A_oitsSuhAi A.Ld 3,1) SE S'EC FT C CHANGES F ANT. TO NE MADE C\.YfS}1 AFPROVAL SCALE 1000 BESIONED: MANJU TITLE PROTOTYPEOFBORROW AREA TO BE REDEVELOPED LaAscae ot saPt t.L I OF SJ,P-RVISION CONSULTANT APPROVED: OIPALI ASA FISHPOND MbSPSDACoE Zebra crossing Lm DWARF BOUGAUWILLA @1.SMCaC

jT±OtOcm c

VISIBILiYTRIANGL TYPICAL DETAILOF ISLAND VISIBILITY TRIANGLE |

ROW-VARYING

I b_ : TREESTOBEPLANTEDASPER LANDSCAPE DRAWING

______-; - -MEDIAN TO BE LANDSCAPE AS PE - _------_- - - t------_ L ANDSCAPEDRAWINGS

ROW-VARYING

i --_ DWDWARF1 BOUGANVILLIA IS PLANTED @1 .5M Nobn j l l C/C IN THE VISIBILITY TRIANGLE 1)No. aceshall be pleatd wfhlethe visIbilitytriangle 2 No.arl sts rargenrobe shag be plantedWlt _2Cm wM,n 1too, awtr edrion openingP..Mg _ 3) Spde endnumber I at end nbeto bepheited as para,isoepe. drekNgsj 4) Themrsabe. at mcdie roascre 10d ino-eceedor decrasd ead the apoooovealba InROW

NOTES : roe oDAN RW: POET GAD TRUNKROAD IMPROVEMENT PROJECT r. tE_ A-eue fIni If)FOLOW WRSPENDIMENSIONS DNLY CORRIDORNF CHECKED: .NSEPENDENT ENA~RONMENTALREVIEW r.,is.-tWch 2) AL.. D,MENS:DNS ARE ,IN MV ENLESS OTHERSriSE STATED aE 1TDSIN:SIS 3)ClIANEES SITE SPEciE iF ANY, ~DNEALE NTS DEAPGPEDA TOSE PLANTATISON Lea AssociatesSouth Asia Pvt.Ltd. OF tPRES NON 00550 lAST CAD FILE: JUNC-A APR5DCOS 0 UNTO Fr-ehan- "mme I I R VA 0- NOV VARYINGUPTO Bm.

~~~~~~~_ _-_-_-__-_-_-_------TREESTO BE PLANTEDAS PER --' ------LANDSCAPEDRAWING

~~~~~~~~~~~~~~~~~~~~-rr------,1------

- - TRESS TO BE PLANTEDASPER LANDSCAPEDRAWING

ROVT VARYING UPTO 8m.

-LANDSCAPING ON MEDIAN AS PER - ROW - VARYING UPTO bOrn. LANDSCAPE DRAWINGS

Note: DWARF BOUGANVLLIA IS PLANTED @1.5M 1) No trees shall be plantedwithin the visibilitytriangle ISIBILITY TRIANGLE CC IN THEVISBIGTY TRIANGLE 2) Ngsmalltreestorlarae shrubs shall be plantedwitin wih0m ofte medan opening 3) Speciei and nymber of trees and shrubs to be planted as per lanascape rawings. 3) The number of middle rgws are to be IncreasedTr. decreasea accoraing to me space avai a InJin UP

NOTES: EN DRAVWN: | POJETGADTUKRA ECT MRVMN CT TNatioailHighways Authority Of India p 1) FOLLOWVVWRITrENDIMENSIONS ONLY cOEDt|NZ CECKED: jINDEPENDENT ENVRONMENlALREVIEW |N-NWhl*105 2) ALL DIMENSIONSIN MM DESIGNBD: TTLE JUNCTIONPLANTATION Lea AssociatesSouth Asia Pvt. Ltd. 3I ANYCHANGES TOBES MADE TO BE APPROVED ED:mTNCEJUNCTIONPnTnIN | AEODDN F.- W., SY THESUPERVISION CONSULTANT APL UTa APPROVED CROSSJUNCTION WITH MEDIAN BREAK PN OLNS RDO Traffic under pass to be shifted to the junction to facilitate pedestrian crossing g---ROWVARYING UPTOBOr

TREE TO BE PLANTED AS PER LANDSCAPE DRAPUNG

____ - - t+LANDSCAPING - -r --OF MEDIAN-- AS LANDSCAPEDRAWJNGS

-- ROW-VARYiNGUPTO B1O",

NO PLANTATION FOR 100 M. ONMEDIAN DWARFBOUGANVILLIA IS PLANTED51 SM FROMTHE CENTREOF JUNCTION NOTES: C/C INTHE VISIBIGTYTRIANGLE 1) Species to be planted by reffering typical landscape sections 1)No trees shallbe plantedwithin the vls[bllitytnansgile 2) No small trees or largeshrubs shall be plantedwftin I DOmof tie medianopening 3) SpecIesand number of treesand shn bs tobe plantedas as per landscapedrawings. 4) The numberof middlerows are to be Increasedor deoreasedaocording to the spaceavaliable in ROW. 5) A minimnumof Em distanoe.

NOTES lQoTESC i GRANDLTRUNKEROADIMPROVEMENT PROJECT N aHighways tionalAuthority SCALWNTDPROJECT GRANDTRUNK ROAD IMPROVEMENT PROJECT t,S A. Of India FOLLOWWRITTEN D MENSONS ONLY CORRIDOR NH2 CHECIES: INDEPENDENTENVIRONVENTAL REV_W Ni.rniS5t 2) ALL DIMENSDNS ARE N MM UNLESSOTHERwISE STATED. DRW.NO. DESIGNED: TE DESIG-NFORJUNCTONFLA5TION Lea AssociatesSout Asia Pvt.Ltd. 3) SITE SPEC FIC ChANGES F ANT, TO BE MADE ONLA ON APPROVAL DWN, DSGF-D: -Y1Lt.. OF SUPERVISON CONSOCANr CADFILE: JUNC-C APPROABD: i 50 JNC7TONWITHS VEHICLE UNDERPASS r- nen. sc1in _ _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~,ao0sooum Zebra crossing Zebra crossing + 0 cm

+ZTUI~~~~~~~~~~~~~~~~~~~~~~rn~~POOE Zeb ao nsingR NERIUMDRAWF SHRUBS

+ Qcm fi DETAIL- A

DErAIL - B -......

ROWVARYING UPTS e0m.

ESTO BE PLANTED ASPER

DANOSCAPEDRAWING

RO.VARYiNGUFOTS6. PROPOSED .WA SHRUBS 1 35 ~~~~~~~~~~~~~~~~~~~~~~~~~~~INVISIBLITYTRtLkNGLE WrSHINTHE ROW

Note: 1 No trees shall be planted within the visibility triangle DWARF BOUGANVILLIA IS PLANTED @1.5M 2) No srnaiitrees or largeshrubs shall bepianted C/CIN THEVISIBIGTY TRIANGLE AS SHOWN within 100S of the median opening 3) Species and number of trees and shrubs to be planted as per landscape drawings. 4) The numberof middle roWs are to be increased or decrneasedaccording to thespace available In ROW

____L______JPROJECT ~~~~~~~~~~~~~~NationalHighwaysAuthority Of Indi Ncres:,cO cr5 | DRAWN: PROT GRAND TRUNK ROAD IMPROVEMENT PROJECT , iwt p Su -IrlN-e MEEOUON '.n M.ann o',bwsoY,Ess M-SEonro CHECKED: INDEPENDENTENVIRONMENTAL REVIEW rai-re.W I 9,h¢FOFFe .o HCEF1_ 0100. -ESOS e IO ULn.TM Oinns roi. -,- . or -urSenlreceocl-rFonrO DESIGNED: TITLE JUNCTION PLANTATION Lea Associates South Asia Pvt. Ltd. of Su P: JUNCTION PLANTATION.Cr0 Yr..AOvED. INF LN .IOO OIUCO APPROVED YV-JUNCTIONLANDSCAPING Zebracrossing Proposedshrubs of specie Neriumdrawf pink @0.6mc\c

4cm TYPICALDETAIL OF ISLAND

ROW- VARYINGUPTO S0m.

, , 7, / ~~~~~~~~~~~~// ~~~~~~~~~~-,~~~~----- ~~~RESTOBE PLANTED AS PER

PLANTATIONIN MEDIANAS PER | LANDSCAPEDRAWINGS _--______. -______------______= _ _ _ ,,'

l l . 7 _ _ ,~~~~~~~~~~ROW -VARYING UPTOEiOm. 11 ~~~~~~~~~~~~~~~~~~~~~~~~~~~PROPOSEDDWARFSHRUBS Note:INVSLTYTIGE Note 1)No treesshall be plantedwithin the visibility Irangle WITHIN TROW 2)No small treesor largeshrubs shall be plantedwitin 220 withinIOOm of the medianopening 3) Speciesand number of treesand shrmbs to be plantedas par landscapedrawing. 4) The numborof mibblerows are t0 beIncreased or decreasedaccording to thespace availble in ROW DWARFBOUGANVILLIA IS [email protected] ClC IN THE VISIBIGTYTRIANGLE AS SHOWN

DRAWN:PIIOIEI ~ ~~~~~~~~~~~~~~~~~NationalHighways Authority Of India IMPROVEMENT PROJECT M--."h O d N) rrJLLoTE REs DiMENaoNs ONLY DrAWN: RAND TRUNK ROAD 2) FOLLOWWRrTEN AT CHECYED INDEPENDENTENvIRONMENTAL REViEW JUNCTIONPLANTATION Lea AssociatesSouth Asia Pvt.Ltd. 3) SITESPECIELC COASEES IF ANY.TO SE MAOE ONLY ONAREOD. D TITLE OF SUPERVSIONCONSULTANT OasU APPROVED TYPICAL T- JUNCTION h See.;102V. - HEIGHT OF THE 07a5T sOUNDAY WALL m HEIGHTOF THEBOUNDARY WALL F-TUBERA'JSEI TO U.nm

._____ -- ____----- 400000 .- T------~-I 4 0000.0

-47000- .0 , 4700.0 _l2

-O--WolX t-D

-62000- OPDOORS (1200xF2SIM0020)M

-47000- I DAZNOUBOGLDONG OF

400000 1M.0 00mo .0 OFDOORS (12000M)~ ~ ~ ~ ~ ~ ~ ~~~200

cE*kSg. Heatmof BoqrnOeyWar an/mtiain Ch the Red 0 0 Height of the boundarywall will be raised to 5.5m to bring down the noise Dh~~~~~~ ~E4du20o Tree levels by 8 - 10 dB(A). Space between the structureboundaryF and the school d bfS 4m OW E building shall be tidy planted whlthinthe RoW to a distance of themon P!opowd of i*w= sittw side of the strurture to further reduce the noise level. Bdagsy as i.m ROW Wm0 O--k-dn=

HdE of BIdk& 4m Heigi ofEmbuwin G-nld LI ,evd-=

TNOE FOR I O AN: DmATV RIAE PROJECT NOISE MMGTION FOR JUNIORHIGH 3CHOOLL AT PILWARkn 31Z200 (SOUTH) GRAND TRUNK ROAD IMPROVEMENTPROJECT Natinal Dmw No: N l DESGNED.RAHULSERAHULSING INDEPENDENT ENVIRONMENTAL HighwaysAuthortty Of India REVIEW OV Ncb: mD: SCALE: CHECKE ASTISH 2) FolowwOl d*nhmemorgy NTS J LeaAssoclates South Asia Pvt Ltd. 2dvwanaN APPROVED: DSATISH PACKAGEIC kon321.10OTOkmn393.000 N-DOO1D1 G' Ph NEW BOUNDARYWALL OF HEIGHT 6.5 A-~ROUJNDPREMISES OF ThIE SCHOOL

4358.0 L -______3500.O~~~~~--~~ 8500.0108.

WINDOW(90O1100)oDOO (1100x2100) WINDOW(900x 1100) § i

12000.0

Chahom9 331.seo I4elhtsfwdla0by W.II -M Sdrib.lasdNorl . WTn~ T L CULTNAEION Thisstructre Inconjuncin wi theadjacent scol at 331.90 shll be PpcipaqD41n, 2 s - providedwfth a noisebarler. thebanier will extend to 1WOmon theWestem ahilidine hoWmFlof Indsi1 of-_ thlh-+ 4 stmcture ]5e _ _ and_ _ the _ _ other _ ddeside wA join wtth boundarythewall of the Pmupo.sdDhtmio.of- - _- _ _ _ _ _ S--- ______adJacentstructure. Height of boundarywall for boththe buildings shall be 5OWIdUyw8IISoI ROW - Oxugde 1 --- _ _ =-~ - =-- _ raised_ _ _ =

HdSdEI uko*Ing 3m Heightof Enbrlwn- 1m =*__

NOISEMmGATIONFORPRIMARYSCHOOLATkm331.500(NORTH) DmwtgNo:NM-1C-2 |DRAWN: |RA.ESH PROJECT GRANDTRUNK ROAD IMPROVEMENT PROJECT NationalHighways Authority Of Indla DESIGNED: RAHULSINGH| INDEPENDENTENVIRONMENTAL REVIEW |M..W -

Notc SCALm CHECKED: D.SATISH PACKAGEIC 1qn321.100TO km393.000 Le_s oclates_SoutlAsiaPvt._Ltd. 2) Fobwwvtbn dhbnmnoiu |rly APPROVED:D.SATISH Nea Asoi oh i _TENTATIVELOCATION OF BOUNDARYWALL 5.5i HIGH GATE r----WINDOW(900 x 1100)

DOOR ( 1100 x 2100

19000.0-- _-I

______Is 19000.0

8400.0rsElEomRoW-Oubn 5000.0 6600.0 _ _=______8 n e0 5s

5300.0

DESIGNED- RAhU LD(IUBLEGLAZING OF DOOR LSINGH IDOUB LE G NAZING O F WiN D O W 1 10 0 x 210 0 ) 5 3 0 0 .0 n _~~~___< [l - 5500,0 _ (AoIi lo C b)

a ~~~~~~~~~~~~~~~~~~5500.0

_ ____d______3m_pofEmanns _ _ _ _

-e----5500.0 -- -

C3uInme 331.800 Hd5hBo~f l(n8y WIi - ULTnoNLAND Mitigation: sideof do road Sot Eftf Tnms A boundarywall of PVCgi-6DMM=WTO heighTt5.5m1 shall be oonstructed amuundthe prernisesof tihestructure and the openings'AII be doubleglazed to of bidin fltrn ROW orn, IFUlde Ireduce the noise levels. Fpoe OIStnM of 5o.ndwywel ftMn RdW - ud3

Heighof BSidng 3n, F0 gOof Embn*eIoit liim

I,,,, DRA00~~~~~~~~~~~~~~~~~~~~~~MFAJESH PRtWECT National TOISTL GTO FRME SCOLEAA n3.50SOI) DiawlOgNO:NM-1IC-3 HighwaysAuthortty Of India NOLSEMrnGAMSCHOL MEHAFORANDDL AT M33181W (OUTH)DESIGNED: GRANDTRUNK ROAD IMPROVEMENT PROJECT ,I..A RAIILLSINGH INDEPENDENTENVIRONMENTAL REVIEW M-1.1,o NOON' CHECKED: 1)N dlnmwlwuem In mm o6iwwleg,'ge iee ~~~~~~~~~SCALE: DMATISHI LeaAssociates South Asia Pyt. Ltd. PACKAkGEiC kF11 321.100 TO km 393.000 .- 2) FOllOW eilEen elan. Oil~~~~~~~~~~~~i 4 APPROVED-D AKTISH Al.:2 ~ N,, IOWLNa i4EW r-E1STlNG BOUNDARYWALL OF HEIGHT 2Jmrn tEMI$NG BOUNDARY WALL OF HEIGHT 5.5m

11850.0,D q ,t05CQ.00 - __ tXI IZl ~~ ~~~~~~~~~~~ -~~~~~~~~~~~~~~~~~~~~~- I

.0 CMLER(PLESTOREYa, CLAS5ROAOARM

l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -; - 1.^>oUD.i Iir

0 -~~~~~~~~~~~~~~~~~~~~~~~~~~ GRouND ~~~~~~PLAY

- p g sPLAY GROUND

z! i

Chaldalle 3S1.0I0 HeightrofHcndamyWall 3m ______EisOnS Trn_I Mitigtlion: FedW Dbbnce _- .| of bul frm RoW 2m A noise barrier mentoned abovevill be provided In additlon to which the .a..... boundarywall of this structureshall be raised to S.Sm.as this StructureIs Baundary wal na RW iOmc dose So^rbdagyOuWside wS rmm PeW 10m 12 to ftheoorridor and Is muots tored, topfloors shall be glazed to decrease _ . ___. _ } 11 thenoise levels as they will be exposed directy to Incoming noise. Heiht oBrtdkIg 10m Height ofEmbomnwnt GOn,d Level ______=-__ = _ ____==__

TrrLE DRAWN R^IESH PFOJECT NOISE MmGAnON FOR OYANSTHALI ENGUSH MEDIUMAT SCHOOLWMi.900 Din1ing4No: NM-1C-4 National Highways Authority Of India GRANDTRUNK ROAD IMPROVEMENTPROJECT I.Em'-m DESIGNEP: RAHLLRSINGH INDEPENOENT ENVIRONMENTAL REVIEW VEW-ow11n Nd:a SCALE: CHECKED: DOSAlISH i)M dAlensinloam Inm unltalnlt.owhotm sd NTS Lee Assodates South Asia Pvt. Ltd. 2) FoIowwolEe dienoa onl PACKAGEI C km 321.100TO kn 393.000 Ftd. APPROVED: D SATISH - =mi- Cove __ _-= s EXISTINGBOUNDARY WALL 5.5m HIGH

GD6 EXISTINGBOUNDARY WALL

.8~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.

7500 WINOOW3250. (900 x 1100)000 -7200.0--, 7500.015000.03250oe-- , 3250 0 10500.0

IDOOR (1100x2100 ) P WINDOW(90OR x1100)

l 1.9m. ChWhtB 334AWo Hsbhtof8munydayaI Midgation: downthe noise Slds ofto foo Sot Ex|i '=Height of theboundary VT4Il shall be relsedto 5.5mto bring tp edCfinrTn 2 dB(A).All openingsshall be doubleglazed to fUrtherbring =_lvels by10 -1 25 O kw dW ndi _____WINDOW(900x 1100)~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~OMWOF2 sideof the building L n>rowiOplanted whlthn the RoW extending to 100m on eithr 4 Byd wall 5Bm FtoW Om O ulwb mmbanWntGGroundo*% Heg ofBuldinig 3m HOW of d lmH !~ ~~~~~~~~~~s~ttfoi. 1 l~~~~~~~~~aI NationalHighvvays Authority Of Indieaz hwNNoNWCDRAVND s RrCTRAJEK PR°ADpOJMECTALP TITI.E 105c00. 2500.0 Ic km321.100 TO Ion 393.000 A 250.0 = _ CHPACKAGE 1)An dkwW- - In - u.nq_,A_ gd - -~~~~~~~~~~~~E-

aCahug. 336.100 HdeawofBmdavW.M 1a.2-

Propmedr dd Trs a - _ Heightof the boundarywall shall be raised to 5.m to bring down te noise ofhfddi lamRoW 22-0m In e 3 J levels by 10 -12 dB(A). Double-glazingof allopenlngsshall be double Ppoed Dl_d of glazed to furtherbring down the noise levls. Thick plantation up to I OOm Bqr,d&"waflmROW r oil14.5mu ; = = _ on either side of structurewithin the RoW shall be pmvided. Htut5ulBdh 3m H.gtofEorb.nkWlt GroundLve_ , _ _, a _ ~~~~~~~~~~~~LIN" ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~CU,,,,nC)t

TmLE OIRAWN RA4ESHDP-AYM: PROEcT GRAND TRUNKROAD IMPROVEMENTPROJECT NOISE mMGATIONFOR PRIMARY SCHOOL MEHAWAAT kn33.18W Dw No NM-i1-7 LESIGNED. FtAdESti~~ ~ cJjA11~ ~E NationalHighways Authority Of India INDEPENDENTENVIRONMENTAL REVIEW RAHULSINGH-W1-d1

2) Fo5.AvDd5nnOhmune olhcriy NCALE CHEa

OOOo(1000

w~~~~~~~~~~~~~~~~~~~~~~~~~~~ I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I

I~~~~ / /A In, I

Cth'n. 351.75o HIg odf wa.dWWai - tigudon: SiOftho rood Nam PRising the height of theboundary wall wll beeffective In decreasing the noise EPd*r Tn.. level to acceptablelevels. Moreover it Is a smailsingle storiedbuilding and of budding bm RdW - 5 quitefurter awayfrom RoW to be Impactedby noise.

SowIdrywaI fran, RoW - Om 7 HkdhtDd5ofkbn 3.n H 0f Emn1bnWd GroundGdL

NSETGAN FCRC NIY SPACE AT DNoN ¢8 R E1H.7R0 OJECT GRANDTRUNK ROADIMPROVEMENT PROJECT NationalHighwy AuthorityOf india NESGNEA FIAHULF SING INDEPENDENTENVIRONMENTAL REVIEW - 1 I

NoX nb_dSC CHECKED: DSATISH Lea ASsca tes South Asia Pvt. Ltd. l) Al dfllUUIOI mmIn nwn unl. iffoluvs .b4.d N s\PACKAGE I C Ion 321.100TO In,, 393.000 AQMX..PO.*cOIo. 2) FolowwMnm dimnUoanonly APPROVED:Da.ATnSH 1-4 R _ " Pk_ - on 0*000t~ -- 0'00~~~~~~~~~~~~~~~~~~~

0 r : °S1; ~~~ ~ ~~~~~~~~~-009 i 3 GLA ZN_

; OL OFDOOR

W-NDOW(goo xo W)IN9O

DOOR(1100 X 2100)

0.008,9

Chnp 381.o H MhtorB5ndSuYWll Witgaton: - SkboftorA , u d x Trh Heightof the boundarywal shall be raised to 4.5m to bring down the Prqp_t EiMane Tr_4 noise levels by 8-9 dB (A). There Is enough space between the of eWM1ha1 ROW 412m,, boundaryand structure of the school fbr growing plantallon that would RoPtmd OW Wo f further decreasethe noise levels. SRIIwly vha ll RoW -

HI1kt rspBulig 3m Hlgitoof Emb"nloGunt Lmd

NITinE FWN D No NM-C-S DRAN: RAJESH PROJECT GRAND TRUNK ROAD IMPROVEMENTPROJECT Natonal Highways Authonty Of India DESID: RAHULSING INDEPENDENTENVIRONMENTAL REVIEW i- , NOW.- SCALE. l CHECKED.D SATISH Lee AsoclatM South Asia Pvt. Ltd. 1) Al dhlmenojsam0 o dlhewo sTd A PACKAGEI C lni321.1 00 TO km3s3n..000 A-=-Ffat 2)ckwulons ahibwnborty w N APPROVED:D *A.BATISH oI - EXISTINGBOUNDARY WALL OF HEIGHT1.6m HEIGHTTO BE RAISEDOF THE TO BOUNDARY 5.5m WALL

--- 8500.0---- b.

0 0 8~~~~~~~~~~~~~~~~~~~~~~~~~~~~

DOORS (o03X32000)00.w q ~~~~DOUBLEGLAZINGF DOORS(1000x2000) ______~~~~~~~DOORS(1000x200)

20N -I' I DOUBLEGLAZING WINDOW WINDOWS(900x1200) WINDOWS(900 x 1200) 0io .0 §50 I 49~~I

300 .- ---5 j

GATE GATE

ghw5l5 381.900 Hll Bevelof WSWM - Msdgon: Sideafftrm North E"ng Tm" Heigt of theboundary wall wIlf be raisedto 5.5mto brlngdown the noise RoPosed Dbl EXIS"STl of buhofm RoW - In =k=_ levelsto 64.5dB| - (A) fmF thepredicted level of 83.8dB (A).Thick plantation wffhlnthe RoWup to 100rnon eitherside cofte bunddngshall be grownto P. Dkt~~~~~~~~~~~~~ of bringdown ~~~~~~~~~~~~~~~~~~~~~~~~the noiselevels. Boun(1ry wl lom RoW OuW* 10 m. -

HotdofEul 3UOm HeW of EmbaIu Ground L_

TtTLE | | DRAWN: PAJESH PROJECT GRANDTRUNK ROAD IMPROVEMENTPROJECT NOISEMITIATION AT PRIMARY SCHOOL, JANJEfFR kt. 30sis0 (NORTH) D.WngNo: NM-1C-I0Ci.E6-A National HighwaysAuthorty Of India DESIGNED: RAHULSINGH INDEPENDENT ENVIRONMENTAL REVIEW 1 No:b SCALE, ICHEC}ED. |DSATISH 1)Aihlnomn Inm uro,esoleemw d I NTS \ LeaAssodates South Asia Pvb Ltd. 2) PACKAGE IC Cnk321.100TO kn 393.000 X =N.Fft d.u,, Followilwn dnwulorn ony NS pROVEa D.SA`nSH INOdn1hi-IIOOIL GA

TITLE ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~L,O1,

iew-0~ ~ ~ ~ 1~ 6 ~~~~~~~HihofBoundy al r 5 hw1.3m11de1 mX ' MIuueftecotrgaingpantiUon:htDlfrhrera

rd r d^ noiselevels. 1ond,wllbom RoW6.3or OujMi. 4 HqlhetdBulcbS 3Sm, H.lg,1Erk.oO1O1 OrowrdLe 3

_OmLE ODTWAHIGHCHOOLAfQI,38C.N:(5|LJT) IUHO| C >'RO GRANDTRUNK ROAD IMPROVEMEN T PROJECT NationalHIghways Aulhorty Of India , N018E lirTI~~~~~~~~~~~~~~~OSSIOATJhAHH8HO : RAHIULTm81NGII4.0(S U )DE1GIfaDINDE PENO ENT ENVIRONME NTAL REVIEW N-

) d .hmm NTS CHECKED: D.SATISH PAC E 1Cbnk393.00 LeaAssoiates SouthAia Pvt.Ltd. 2)rshw gmonS +~~~~~~~~~~~~~APPROVED: D.8ATI8H ?4d111 WINDOW(1100x1200) -- HOW OF OUNMwWAL .TO E RAIED 70&.

,- 110 -. -

2OW-0~~~~~~~~~-

BE~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~GT

DESICINED: RAHULSINGH N-~~~~~~~~~~~DOOREaAZNGO WlNDOW(900x11100

ChIdln 3085-00 Hattt o afdSyWa 1.8m CULTIYAlIN UNL-WaRn

Pi Dt NcwE T noiselevels b -7 dB (A). Since tahe srDstrucj sdoeto bthe Pmosned or buldiwng RoW 27m I n d 3 teoad, nos thevl shoJculedbefurther reduced by gbzhg tthe openirs in

Boundary _b[mmP-W - Oude 15 * .=]t

Hdilhf 8.9ding 3Z. 5 H.4ght fEnl 0.11m .

TITLE Drn N.N-G2 DFIAWN: |RAIESH PRWCTFC GRAND TRUNK ROAD IMPROVEMENT PROJECT Netloal Highways Authority Of India NOISE MMiGATION FOR PRIMR SCHOOLMWHTU, AT kn 38e S00 (NORTH) DE13E:FHLSNHI NDE PE NDENT ENVI RONMENTAL R EVI EW N C*.11W6-

N)Alidn nmmub S NSCALE: CHECKED: D.AIHPACKOkGE IC Ion321.100 To km 3S3.000 Lee Assots South SothiAsiavt..Ltd. 2) FdoAwwrn dhaons |* -APPRtlYED: D.STIS P _