NATIONALHIGHWAYS AUTHORITY OFINDIA
Nolhfm Tnank Roae in AmcI,tmiSo (RDoM2ANp Al
Public Disclosure Authorized - Grand Trunk Road Improvement Project
Environmental ManagementPlan PackageVB
~~'\-~ NorlthemTrunk Rout" in medstevl tnda .$erak-e-AW')
'4oithernThmI Rod4)
¢~ ~ - +t9-(.T. Raad) 7 t ,dp-- J Proposod TkPATNA Public Disclosure Authorized
I AA RO7s t I 5 x F& 2X1~~~~J-xwe
PooeiTrunk *RdNOtWOIk * 7A.D.) FINALREPOIR A410.Februar 2001 Public Disclosure Authorized FILE'_OPY _ir>ser*ir:_z SbouihAsia-Pvt. Ltd,---- eg...... S)8OM SNIdVOSaNflGNVi vantiln3IOH S V18 1 L9 ...... 9 NI9 N 3 = fp z L L 99 ...... -- w4 - - ''' '''' '''NIHO±id 3NOISA8aG £V£LJ 99.------+-fl- +flWmnasNo1gb'Q Z;C 99. ,,,NI3lSY1d --- IN3W33------' 1.[' V' 9Szz<96zzzS@£9.ONIVd...... S3 n o 8I N''M0313VONOoLZ £1 -C£V . 69...... (DNwH3LnHSI )NI~JN.IN3)M~OMflJO:j S-SL-
95 ...... -O -- * -- ¢*-''--'''''- 3- NI1Ij }t[ £S.SfO --- duoOs°°d dwvaJ S £ V I.
Zs ...... ------.13.31ONfl. 3ON,V' L'£V' Zs------, ------NMOM 3 S------S3S
9Zs -...... S.....lN3W313lN33wDNVHN3N 1 S iVIIdAI S . ''''.... . *-...... SVV. S3lIS lN3W3DNVHN3D13iO3ds VI...-......
...... Nvrd ONWNO.UNO 0 t1. .t*....----.-----.------.... --. --...... -....-..---. N.WONINOnS13A33 3SION t'6 1. 6£.ONIHO11NOY AUlvnfl H31VM £C6 1l 8 .. NIdOIINOW(ovV) AiflYIlO NIVlN3"ivV Z'6' 1 9£ ...... (Sid) SHo±vMtaNp30NM8W4Eld V6- 1 £ .NmdDNWOJJNOW VN3wNOlIAN3 6 1. L8.... anO l8OddnlS wVoluslEO-1 C-9- 9£ ...... ONINIVUJ IVNOU.IOG Z 8 1. 9£ .dHNI 83GNnf3SOdONdACl3GV1VONINIVSIj Lt89 9c ...... ------.------N9NINl 8' gg ...... SM4N3W30NVHWIVNOWULSNI L
9...... V.S NO..llV3do S£9 9...... ,...... 39V1S NOlon8ISNOD Z9 S I g...... 30V±S NOllOnul SNOD-a3 d l'S I -...... SOdO.d S3lnSV3WJ NMW39VNVWvN3nwNo1lAN3 9-1 ------.S------3flsS / S1oVdfql VI.> do AWvINflwS P S9.1N3flH1U11 S38 I [*9
>.t 8.w. *--- .----ivunhln -S3l±ls3dOsjd6-£~1
p. -.------s3nlVA 3Sfl NW4rH L't I. 1'.VNflVj 9'CL
. 3sVNlV8O- CNV -----ADO1OsaOAH ----- :As3jeM ZC 8
S.lN3lNOO JO318V±
P .Jd JUSWAOJdWIpeo g.un.ij puB S A a°'f3Gd - fW), ~VGduWG5LO¶IJU.Wuo4iau3 EnvironmentalManagement Plan - PackageV B Grand TrunkRoad Improvement Project
LIST OF TABLES
TABLE 1 CONTRACT PACKAGESOF TNHP AND GTRIP ...... 1 TABLE 2 PROPOSED IMPROVEMENTS- PACKAGEV B ...... 2...... 2 TABLE 3 ENVIRONMENTALMANAGEMENT PLAN ...... I...... 7...... 7 TABLE 4 PROPOSEDTRAINING PROGRAMUNDER GTRI P ...... 36 TABLE 5 NATIONALAMBIENT AIR QUALITY STANDARDS...... 38 TABLE 6 INDIANSTANDARD DRINKING WATER SPECIFICATION-IS10500:1991 ...... 39 TABLE 7 NOISE LEVEL STANDARDS(CPCB) ...... 41 TABLE 8 ENVIRONMENTALMONITORING PLAN ...... 422...... TABLE 9 SUMMARY BILL OF QUANTITIES FOR SPECIFIC ENHANCEMENTLOCATIONS ...... 44 TABLE 10 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENTELEMENTS ...... 46 TABLE 11 ENVIRONMENTALBUDGET FOR CONTRACTPACKAGE V B ...... 4...9...... 49 TABLE 12 GRADED STONE AGGREGATE...... 5...... 56 TABLE 13 GRADING OF FINE AGGREGATE...... 57 TABLE 14 GRADING OF SAND FOR USE IN MASONRYMORTAR AS PER IS: 2116 ...... 58 TABLE 15 GRADING OF SAND FOR USE IN PLASTERAS PER IS: 1542 ...... 58 TABLE 16 ELONGATIONPERCENTAGE OF MILD STEEL BARS...... 58 TABLE 17 PHYSICAL PROPERTIESOF MILD STEEL BARS...... 59 TABLE 18 TOLERANCES FOR FORMWORK...... ----. - 59 TABLE 19 STRIPPING TIME FOR FORM WORK ...... 60
LIST OF APPENDICES
APPENDIX 1 METHODOLOGYAND TECHNIQUESFOR TREE TRANSPLANTATION APPENDIX2 TREES FOR TRANSPLANTATION APPENDIX 3 INCIDENTALSPACES IDENTIFIED FOR ENHANCEMENT APPENDIX4 WELLS AND HAND PUMPSIDENTIFIED FOR ENHANCEMENT APPENDIX 5 CULTURAL PROPERTIESTO BE RELOCATED APPENDIX6 LIST OF BORROWAREAS APPENDIX 7 RECOMMENDEDQUARRY AREAS APPENDIX 8 WATER BODIESFOR ENHANCEMENT APPENDIX 9 LOCATION OF WATER CASCADES APPENDIX 10 MAJOR AND MINOR JUNCTIONS IDENTIFIEDFOR ENHANCEMENT APPENDIX 11 LANDSCAPEPLANS APPENDIX 12 NOISE MITIGATION LOCATIONS APPENDIX 13 TABLE OF PROPOSED BUS STOPS ALONGGRAND TRUNK ROAD APPENDIX 14 CULTURAL PROPERTIESIDENTIFIED FOR SPECIFIC ENHANCEMENTS APPENDIX 15 REPORTING SYSTEM
Lep.e02jeI Fnvironmental Management Plau - Package V B Grand Trunk Road h.nprovement Project
LIST OF DRAWINGS
Specific Enhancement Drawings
1 DESIGN FOR ENHANCEMENTOF Kos MINAR VB/244.2/1 2 DESIGN FOR ENHANCEMENTOF TEMPLE VB/252.012 3 DESIGN FOR ENHANCEMENTOF TIMP .E VB/263. 19/3 4 DESIGN FOR ENHANCEMENTOF TEMPLE VB/271.25/4 5 DESIGN FOR ENHANCEMENTOF TEMPLE VB/274.63/5 6 DESIGN FOR ENHANCEMENTOF INCIDENTALSPACE VBI275.8216 7 DESIGN FOR ENHANCEMENTOF PONDICOMMUNITYAREA VB/292,3/7 8 DESIGN FOR ENHANCEMENTOF COMMUNITYAREA VB/292.4/8 9 DESIGN FOR ENHANCEMENTOF CREMATORIUM VB/292.7/9 10 DESIGN FOR ENHANCEMENTOF SHRINE VB/300.0/10 11 DESIGN FOR ENHANCEMENTOF MOSQUE VB/303.7511 1 12 DESIGN FOR ENHANCEMENTOF SURAJKUNDGATE VB/310.9/12 13 DESIGN FOR ENHANCEMENTOF MAZAR/COMMUNITYAREA VB/305.8/13
TypicalEnhancement Drawings
1 PREVENTINGDIRECT ACCESS T- 1 2 RAMPEDACCESS T - 2 3 STEPPEDACCESS T- 3 4 SEDIMENTATIONCHAMBER T-4 5 CASCADES TI- 5 6 CHAINLINK FENCING T - 6 7 BARRIERTo PREVENTGARBAGE DUMPING T - 7 8 HANDPUMPTYPE 1 T - 8 9 HANDPUMPTYPE 2 AND TYPE 3 T - 9 10 NOISE BARRIERTYPE 1 AND TYPE 2 T- 10 11 CONCEPTUAL DESIGNOF STRUCTURALNOISE BARRIER T- 11 12 SEATING ARRANGEMENT T- 12 13 NOISE BARRIER(CONCEPTUAL) T- 13 14 OILINTERCEPTOR 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 SEATING AROUND 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 SHAFT WITHIN EMBANKMENT T-23 A 24 WELL SHAFT WITHIN EMBANKMENT T-23 B 25 RECHARGINGPIT FOR URBANDRAINS T - 24 20 WASHING PLATFORMAT THE EDGEOF THE POND T - 25 27 STORAGEAREA FOR OIL AND GREASE T - 26 2Y PAVING T- 27 2591 RAILING DETAIL T - 28 3 ILAYOUTFOR CONSTRUCTIONCAMP T 29 ,,1 WASTEDUMPING STE T -30 CANOPY T- 31 33 LAYOUT OF BUSEAY T - 32 34 DESIGN FOR BUS STOP T - 33 3., DETAIL OF BUS STOP STRUCTURE T - 34 36 SLOPE PROTECTIONDETAILS T - 35 37 BRICK PITCHINGON SLOPE T-35 A
I pt crtae '¢I2,I List of Noise mitigation drawings
NM - 5B -1 Noise Mitigationfor School at Pipra, Km 274.800(North) NM - 5B - 2 Noise Mitigationfor School and healthcenter of titchia at km. 276.500(North) NM - 5B - 3 Noise Mitigationfor Harijan Vidyalayaat -Km.290.900 (North) NM - 5B - 4 Noise Mitigationat Primary school sakreyKm. 298.000 (South) EnhnwtaManagerut Plan- Psaage V B GrandTimnkRoad nrovaentProjact
1.1 INTRODUCTION
The National Highway-2 (NH-2) connecting Delhi with Kolkata is one ot the most impFotant high- density corridors in the country. The existing highway is a two - lane carriageway with traffic bottlenecks and various highway defidencies. To cater to the existing high volume of traffic, there is an urgent need for capacity augmentation of this highway.
The Govemment of India (Gol), acting through the National Htghways Authority of India (NHAI), a part of the Ministry of Road Transport and Highways (MRTH) is improving the Agra - Dhanbad portion of the NH-2 with assistance from the World Bank. To facilitate the project preparation, the corridor stretch has been divided into five packages. International consultants have been appointed for the planning and design of each of these five packages, each about 200km long. Each contract package has been further divided into several contract packages.
The 1400km long NH-2 falls in the Upper Gangetic Plain in northem India and traverses through the states of Delhi, Uttar Pradesh, Bihar and West Bengal. As part of the Delhi-Kolkata segment of the Golden Quadrilateral, the Delhi-Agra section (210km) at the west end, and Barwa Adda - Kolkata section (278km) at the east end of the NH-2 have already been 4-aned with assistance from the ADB. For project preparation, the Agra-Barwa Adda section was divided into 16 contract packages. Eight of the 16 contract packages were selected for Thrd National Highway Project (TNHP) (Table 1), depending on the project preparedness, progress on land acquisiton and utility relocation. Of the remaining eight packages, seven are proposed to be taken up under the Grand Trunk Road Improvement Project (GTRIP). The Allahabad bypass (Contract Package Ill-B) has not been included as part of TNHP or GTRIP and will be taken up subsequently for constructon by NHAI with funding from the WB.
Table 1 Contract Packages of TNHP and GTRIP
Contract Description From To Lerngth Part of Project
I- A Agra- Shikohabad 199.660 250.5ao 50.840 GTRIP I- . Shikohabad- EtawahBypass (start) 250.500 307.500 59.020 OTRIP Etawahbypass 307.500 321.100 13.600 Etawahbypass I -C Etawahbypass (endF-Bhognipur 321.100 393.000 72.825 GTRIP 11-A SikandralBhognipur-Bhaurti 393.000 470.000 61.600 TNHP il-B Bhaunti - FatehpurBorder 470.000 38.000 51.330 GTRIP 1i- C FatehpurBorder- Khaga 38.000 115.000 77.000 TNHP 111-A Khaga- Kokhrq 115.000 158.000 43.000 TNHP ill- B Kokhrai- PaharpurVdiage 158.000 245.000 87.000 AllahabadBypass IIN-C Paharpurviflage -Raja Talab 245.000 317.000 72.000 TNHP IV -A Raja Talab -Mohania 317.000 85.000 76100 GTRIP IV -B Mohania-Sasarambypass 65.000 110.0000 45.000 TNHP IV -C Sasarambvpass 110.000 140.000 31.100 GTRIP IV -0 SoneRiver - Ararigabad 140.000 180.000 40.000 TNHP V- A Aurangabad- Raniganj 180.000 240.000 60.000 TNHP V-B Ranhgan- Barakatha 240.000 320.000 1.570 GTRIP V -C Barata Basa*Ada (Dharbad) 320.000 398.750 78.750 TNHP Total GTRIP 422.780 Source NHAI, 2000
This Environmental Management Plan (EMP) pertains to Contract Package V B, between Raniganj and Barakatha.
______e=us 1~~~~~W EnvironmentalManagement Plan - PackageV B GrandTrunk Road Improvement Project The EMP is an integralpart of the ContractDocument. The conditions stipulated by MoEF,SPCB and other GovernrnentAgencies on NHAI wouldalso be a part of the Contract.
1.2 PROJECT DESCRIPTION PackageVB falls within the state of Bihar,starting from km. 240.000to km 320.000. This 80km long corridor passes through the districts of Gaya and Hazaribagh. Sparingly inhabited area, rolling agricultural terrain, hilly protected forest area, deficient geometricalignments, uncontrolled ribbon developmentat four locationsand severepavement conditions a.e some of the characteristicsof this packagestretch. Barhi is the majorsettlement along this corridor. The traffic volumesalong the corridorare projectedto be 58,452PCUs by 2015 AD, A dividedfour- lane carriagewaywith rigid pavementfor main carriagewaywith shouldersand flexiblepavements for service roads have been proposedfor PackageV B of the project. The proposed improvements plannedas part of the GTRIPare presentedin Table2.
Table2 ProposedImprovements - PackageV B
Wideningdirection Length(km) Percentage North 27.201 33.4% Concentricor Transition 4.87 6.0% South 49.35 60 6% Total 81.475 100.0% UrbanSection 7.772 9.5%
For about 60% of the lengthof the road (49.35km),the roadshall been widenedtowards south, for another 33% of the length (27.2km),the directionof wideningis towardsnorth. Rest of the corridor length has been proposedto be widened concentrically,especially in semi-urbanareas, to reduce propertyacquisition. It also includestransition stretches while changingfrom north side wideningto south side widening At number of places along this package,the existing road alignmentneeded horizontalprofile correctionto bring the geometricsof proposedroad alignmentto NH standards.In several places this has introduced unavoidableswings where temporarydiversion road would be necessaryto keep the traffic throughduring construction.
1.3 MAJOR FINDINGS OF THE EA
1.3.1 AIR Contractpackage V B passesthrough the GautamBuddha Wildlife Sanctuary, which is designatedas a sensitive area. The predictedconcentrations of SPM and NOx exceed the values for sensitive areas by 2015A.D. The only large settlementalong the entirecorridor is Barhi. The values for SPM and NOx will exceed the limits for residentialarea in the vicinityof the proposedbypass in 2015 A.D. and in 2025A.D. respectively.
1.3.2 WATER: HYDROLOGYAND DRAINAGE On the existing alignmentthere are 14 two-lane bridges. The alignment crosses Barakar river at 279km. river Gorhar, river Bhutazand river Chattanat km 318. At presentthere are no plannedand properlyfunctioning roadside drainage channels in the semiurban congested localities of Chauparan, Singnrawan,Barakata, Ansarnagar, Karaidpur, Barsot, Gungri and Kunharakhurd.
2______ea ihriaIes 2 . -
. .6~.
. > Naoa Higway AuW a Idl 9' <.A :. ~~~~~~~~~~~~ "..~~~~~~?<- - ~~~~~~~~~Proposed. Bypass 4pc \f GRANDj;TRUN ROA IMRVMN PROEC lNRE RD2tn2r t weMAPSHOWINGCONTRACTPACKAGE V V) B. c 2National Hithway
'N ,~ - District Boundary
Taluik Boundary N ______R~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~AiwayLine
- Me~~ittalRoad River
mil-T- AU ChatnAgas are according A~~~~~~~~, ~~~~~~to FWD.chalnages.
scale NatWIoaHighways Authoity Of India Projed GRANDTRUNK ROAD IMPROVEMENT PROJECT tRE RD2kX5mAw
I~~~II~i Le AsuodateSouth Asia Pvt. Ltd.
MAP SHOWING CONTRACTPACKAGE -VBICPEII no" ~I6S2MOJ -Proposed Bypass ExiEting Bypass -mmee Project Corridor
NationALI Highway State Boundary Difftrict Boundary Taluk Boundary .- ~~~~~~~ - Railway Line
N - ~~~~~~~~~~~~~~~~~~~~~~~~~-Unmetaled Road -- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~N River % ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Canal
-- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~N0T1-AUl Chainages are according ><~to \ \~~~~~~~~~~~~----.-~~~~~~~~~~~ PWD.chikinagem..
PM)" ~~~~~~~~~~~~~~scalerNaUOnaI Highway Authodty Of India GRANDTRUNK ROAD IMPROVEMENT PROJECT LAGR RD 5~X5 ILmlnv SMALIER MRID51Gkn edm4;,
MAPSHOWING CONTRACT PACKAGE - V B ~AM tm!pwmamlL &I TFft MICRO~~~~~~~~~~~~~~POIS~-1=1111 EnvironmentalManagement Plan - PackageV B GrandTrunk Road Improvement Project The design stage has taken care of the drainageacross the section as part of good engineering practice. The provisionof adequatelysized cross drainagestructures will improva drainage in the vicinityof the road.
1.3.3 LAND The NH-2 in ihis package traversesover the highly fertile Indo-Gangeticplain. With provisionof a bypass at Barhi and two reatignmentsections for avoiding'S' curves near bridge sections, the acquisitionof land will be a significantissue sincethese tracts of productivesoil will be put out of use permanently.26.80ha of productive agriculturalland needs to be acquired for the bypass and 20.29haof agriculturalland to be taken up for wideningalong the existingalignment. Except in the section betweenkm. 250.000- km. 261.000,soil stabilityand erosion is not a problem throughoutthe projectcorridor. There is sharprise in elevationfrom km. 250.000to km. 261.000to reachto the averagelevel of Chota Nagpurplateau. Though soil erosionagainst side slopes is a local problemit has beenadequately addressed through good engineeringdesigns. Borrowareas for the project has been proposedmostly on non-productivelands. Redevelopmentof these areasafter the borrowingneeds to be adequatelyaddressed in the project
1.3.4 NOISE Noise levels along the Package V B have a special significancesince it passes through Gautam BuddhaWildlife Sanctuarybetween km 242.000and km. 260.000.Very high noise levels (up to 83 dB(A)) are predictedfor km. 252.000to km. 260.000.This correspondsto the steep rise in elevation in this sectionof the corridor.
1.3.5 FLORA The corridor passes through ecologicallysensitive area with respect to flora. Apart from Gautam BuddhaWildlife Sanctuary(km. 242.000- km. 260.000),there are trees plantedalong road side as part of a Social forestry programme.However the trees are new varietiesand not more than nine years old, Species planted are mostly economicallyvaluable species like Eucalyptus(Eucalyptus tereticornic), Shirish (Albizzia procera), Sesame (Dalbergia sissoo) etc. The Gautam Buddha Wildlife Sanctuary(km. 242.000- km. 260.000) The major threat to the flora in the sanctuaryarea comes from deforestationfor fuel. overgrazingby cattle owned by people living within the sanctuaryarea, militant-illegaltraders nexus and fire rather than from the road construction activity itself. The road constructionactivity itself will not have a further impact on the alreadydegraded status of the sanctuary.However, the projectneeds to ensure that allied activitiessuch as locationof constructioncamps, setting up of stockyard,hot mix plantsetc are not carriedout in the sanctuary. As the four laning within the sanctuaryis proposedto be concentricand no land is to be acquiredfor the road construction,therefore, it can be safelyconcluded that no adverseimpact to the flora of the sanctuaryis envisagedduring constructionstage. Duringthe operation stage no further impactsare likelyon the plantationsin the forest areas along the corridor. The improved access to forest areas is likely to facilitate more intervention into the sanctuary Unlessappropriate measures are takento curb accessinto the sanctuarythe issues such as illegal tree felling, man made forest fire3, and other anthropogenicactivities shall prevail and contributeto the degradationof the naturalforest.
*______I 7._eAssocite
3 Environmental Management Plan - Package V B Grand Trunk Road Imp-ovement Project Other than the sanctuaryarea a total of 3083trees within the existingRoW need to be felled for the project.
1.3.6 FAUNA Corridor passing through the Gautam Buddhawild life sanctua.y(km. 242.000 to km. 261.000) presentsa threat to the wild life in the sar,ctuaryfrom the noise as well as the increasedactivity. Apart from this stretch no other locationalong the corridoris consideredas sensitivefor fauna, Gautam BuddhaWild Life Sanctuary The presenceof endangeredfauna, especiallythe tiger, in the area was a major drivingforce in the declarationof the sanctuary. The roads slice through many areas of otherwisecontiguous habitat and may be the single most destructiveelement of the habitatfragmentation process. However,to maintainpopulations of largemammals, greenways in wild land settingsshould be designedin such a ways so that animalsmay learn to avoid roadbedareas. More vegetationshall be plantedalong the cross - streamsand rivers along the migrationroute of the animalsto enhancethe habitatquality of the sanctuary.When animalsdo attemptto cross roads, they risk beingstruck by vehicles. In areas with high traffic volumes,road kill can be a considerableor even the predominantcause of mortality, althoughonly one stray incidenthas been reported.Existing culverts at km. 254.473and km. 256.811 shall be modifiedas underpassof 6m span to avoidcrossing of animalsover roads. Basic reason for movementof animalsbeing water,water holes shallbe providedat the locationsdecided by the DFO (wild life). The envisaged impacts during operation stage are disturbanceto local fauna and cattle of the surroundingareas due to noise generatedby vehicles. Further improvingaccess could facilitate unscrupulouspoachers and loggers,better facilitiesto movetheir wares around.
1.3.7 HUMANUSE VALUES The dominantland use along the highwayis agricultural.The major crops grown are wheat, maize gram, sugarcaneand barley.60.70ha of land needs to be acquiredout of which 47.09 ha will be agricultural land. it is envisaged that the agriculturalland along the highwaywill get converted to industrial/commercialuse to realise the value of the improvedconnectivity of the area. A total of 4 schools/collegesabut the road. The proposed widening and strengtheningwill affect roadside amenities and some locationswill be more vulnerablethan before. Apart from these there are 29 wells and 41 hand pumps that would be impactedby the project. Some of these wells and hand pumpsneed to be relocated,
1.3.8 INDUCED/RIBBONDEVELOPMENT The highest order settlementalong this corridoris Dhanbad.There are 38 settlementsalong project corridor, which may expand in future. It is envisagedthat all these settlementswould grow towards Dhanbad.Along the bypassesthe growthwill take place alongthe accessroads towards NH-2 and at the start and end of the bypass.
1.3.9 CULTURALPROPERTIES There are no sites designatedas "ProtectedMonuments" protected by the ArchaeologicalSurvey of India along Package V-B. However,there are 36 small religiousstructures along the corridor, which are of local significance.Detailed drawingsof the measuressuggested and the associated Bill of Quantitiesform a part of this EMP.
.______Jssocia 1es 4 z, Environmental Management Plan - Package V B Grand Trunk Road Improvement Project
1.3.10 QUALITY OF LIFE VALUES The project is expected to bring in substantial improvement in connectivity along the corridor. Presently, the traffic conditior- 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 176 families will be affected of whom 59 will be displaced. The entitlement framework of the GTRIP provides ;or distinct entitlements and assistance for each category of the displaced families/ persons. For details refer the Consolidated RAP Report and the RAP for Package V-B.
1.4 SUMMARY OF CRITICAL IMPACTS / ISSUES Issue Description Removalof road side trees A totalof 3083trees needto be removedto accommodatethe RoW Loss of productivetop soil Acquistionof 47.09ha of productiveagricultural land is required HighAir pollutionlevels GautamBuddha Wildlife Sarctuary and Residentialareas High noiselevels The entire corridor exceeds the permissiblenoise levels for rural and residentialareas. Drainageand water logging Poor drainageconditions in semi-urbanareas Flora S Fauna GautamBuddha Wildlife Sanctuary
1.5 ENVIRONMENTAL MANAGEMENT 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.
1.5.2 CONSTRUCTION STAGE This will be the most crucial and active stage for the Environmental Management Plan In addition to the monitoring of the construction activity itself to ensure that the environment is not impacted beyond permissible limits, the enhancement of cultural properties, mitigation and enhancement measures for water bodies will go on simultaneously as the construction progresses. To facilitate implementation of the enhancement and mitigation measures suggested, working drawings of 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 accidental spillages and consequent damage to the surrounding environment in terms of loss of flora and fauna, agricultural crop or worse fertile land. continues to
_ LeaAssociates
5 EnvionmnentalManagement Plan - Package V i3 GrandTrunk Road Improveme.ntProject grow in imnportance.Other possible locations where a risk assessment'will be useful include the locationsof Hot Mix plants (spillageof fuel, bitumrienetc) and labour-campsites.
1.5.3 OPERATIONSTAGE The operation stage will essentally entail monitoring activity along the corridor. The monitoring for pollutants specified in the MonitoringPlan will serve the two purposes. In addition to checking the efficacy of the protection/mitigation/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 detailedin Table 3.
The responsibilityfor implementationand supervisionof EMPs are vested with four agencies,namely Contractors,NHAI, YIU and Engineers.The Contractors herein meanthe agency hired for execution of the construction works for the respectivecontract packages.NHAI would be the implementation agencyat two levels one at Centrereferred as NHAI and the other at Packagelevel 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 maybe adopted to set aside rescurces for the events for which there is no way of predicting severity and probability of occurrence with any great degree of confidence. Normally fixed proportion of the emergency response resource allocation is keDt always on stand-by to counter such a situation. The inputs from this and other projects of similar nature will help improve the quality of the environment2lmanagemen: plans in subsequent projects or modify any future activities along this highway too. RisK Management during the operation phase of the project almost exclusively dealswith the accidentsof vehicles carryirg fuel or otner hazardous materials. At this stage too, a dispassionateweighing up of the severityand probabilityis a must to ensure that neither too many nor too few resources such as personnel, vehicles or communicationfacilities are available :c tackle the situation whenever it arises.
Lea Assocate 5 6 EnvironmentalManagement Plan - Package V B Grand TrunkRoad Improvement Project
Table 3 Environmental Management Plan
. . . 3 Reference to Responsibility Environmen1talEnvIronmact/ls MitigationMeasures 3 Contract Locations Time Frame; Impact/issue Documents4 Implementation Supervision
P-1.O: Pre-constructionStaae Trees will be removedfrom the Corridor of Impact (or, Beore i site, in other words) before the commencement of Legal ;4Bfr Removalof st,iotewod)beoetecmecmnofLglCorridor of Impact. IConstruction Contractor PIU, NHAI TReesvaof [ Construction with prior clearance from the Forest requirement mstarts Trees , eateti starts. Department. Trees identified, as candidatesfor transplantation,shall be transplanted at available incidental spaces. The transplantation shall be I completed prior to the IThe trees selectedby P.1.2Tree nsplantation shall be completed prior to the the SC from the list Beforethe site is Special Contractor/ P.Tree 1. commencementof the construction.The methodology Project given in Appendix2 handedover to Agencyto be identified PIU, NHAI Transplantation and techniques to be adopted for transplantationare requirement I be cnsideed f he ontrcto for th brose I . . - . ~~~~~~~~~~~~ salbecnierdfr th otrco. fo hspupos presented in Appendix 1 of this report. Incidental A spaces identified for enhancement are listed in transplantaton. I Appendix 3. The acquisitionof land and private propertiesshall be . C a t carried out in accordance to the RAP and entitlement Agencies, P.13 SFramework for the project. It shall be ensured that all j P Grievanes Land and R&R activities be reasonably completed before the RAP and Before edsa CellsG GRc) I construction activity starts, on any sub-section of Project Corridorof impact construction PIU, NHAI Property rqieetsatsDistrict Level Acquisition projectroads. requirement. starts ommittee (DLC) All grievancesof the EPs will be reasonablyredressed, District Revenue in accordanceto the RAP implementationmechanism I atri suggestedfor the project. I authorties PAll utilities will be relocatedwith prior approval of the concerned agencies. Relocation wvil be reasonably Project Referutility relocation erePIU, NHAI, PIU Utility complete before constructionstarts, on any sub-section requirement. drawings. construction u iAgencies. Relocation of the projectroad. . Cosruto Ag
3Some of the mitigationmeasUres are preventivein natricewhile someothers incLideadditional measures in termsof environmentalconservation and involve physicaland constructionwork. TheContract Documents refer to the following: Minisiryof SurfaceTransport, Roads Wing (MoST),Government of India Specificationsfor Road and BridgeWorks (Third Revision,1995 Reprinted,1998) Specific and general conditionsof the contract. Unlessotlerwise stainedIhe ProtectSite covefsawra beyond tlic Corridot oi impactarid/or the RoW such as lborrowareas, access roads serviceroadis and equipmentstorage sites (MoST:306 3). rime frarnerefers to the diration or instaritof lm1ewhenl tie mitigatiorimeastires will be taken. Refer EIA Reportof the projectfor requireddetails on the var ous mitigationimanagementmeasures proposed.
-- ______Lea Associates 7 73=J7 Environmental Management Plan - Package V B Grand Trunk Road Improvement Project
Referenceto 6 Responsibility Environmental MitigationMeaWres3 Contract Location5 Time Frame - Impact/Issue eDoumets 4 Implementation | Supervision
All community utilities such as community sources of water will be replacedat appropriatelocations. List of community P.1.5 The relocationof hand pumpsat new locations shall be RAP utilities as hand Before Removal of carried out in accordanceto details providedin Drawing Re n pumps,wells etc are construction Design Consultants PIU Utility No. T - 8 or DrawingNo. T - 9 as applicable providedin Appendix starts. PIUNHAI UThe replacement will be reasonably complete before 4. construction starts. i All cultural propertieswithin the Col shall be relocated Referlist of cultural P.1.6: at suitable locations, as desired by the community. I Relocation of Local Community meetings, facilitated by local NGOs, RAP and propertiestobe 1 Before Design Consultants/ PU NHAI Cultural i will be held to discuss relocation aspects, siting of e c n n starut PIU,NHAI Property I structuresetc. r s Relocationwill be completebefore constructionstarts . Advance notice, as per RAP shall be given to the Notice to be P.1.7 i encroachers.For squattersneeding relocation,all R&R served at least Clearanceof activities will be undertaken.Entitlements, as per NHAI RAP four months PIU, NHAI EncroachmentU Entitlement Framework the GTRIP will be complete requirement. I before RevenueAuthorities squatters before constructionstarts, on any sub-sectionof project i scheduledstart roads. of construction. _ _ T ~~~~ I ~ ~_ ~ ~A ~~~~~~~~~~ .______.______, ~~~~__ .1______~~~____ i ,! i, . I,______C-1.0: Construction Stage . . .; C.11 I(a) Debris generated due to the dismantling of the MoST: 112.6 l 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: The embankmentfill materials shall be reused for the proposedembankment. MoST: 112 2 ThroughoutProject During ENGINEER, used as embankmentfill material Corridor. Construction I Contractor PIU, NHAI. * The existing base and sub-baseshall be recycled as sub-baseof the new road * The existing bitumensurface can be utilizedfor the paving of cross roads, access roads, and paving works in construction sites and camps, temporary. traffic diversions,haulage routes etc.
Lea Associates 8 Ls EnvironmentalManagement Plan - Package V B Grand Trunk Road ImprovementProject
Referenceto 5 6 Responsibility Environmental MitigationMeasures 3 Contract Location Time Frame 4 rnpactllssue Documents Implementation Supervisior,
(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- designated dump 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 that the filled area is coveredwith a layer of preserved topsoil as envisagedin C,1.2.of the EMPI . At locations identified for dumping of residual bituminous wastes, the dumping shall be carried! out over a 60mm thick layer of rammedclay 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 i preservedtopsoil as suggestedin Drawing No. T -! 30. (c) All arrangement for transportation during I 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 approved and directed by the Engineer. d) BentoniteSlurry or similar debris generatedfrom pile driving or other constructionactivities shall be disposed such that it does not flow into the surface water bodies or form mud puddlesin the area. ._j C.1.2 (a) The topsoil from all areas of cutting and all areas to ThroughoutProject Loss of Topsoil be permanentlycovered shall be strippedto a specified MoST:300 Corridor,where depth of 150mmand stored in stockpiles.At least 10% productive land is of the temporarily acquiredarea shall be earmarkedfor acquired. During Engineer,PIU, ; storingtop soil. MoST: Borrow areas Construction 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 I height of the pile be restrictedto 2rn. To retain soil and in Appendix6. to allow percolationof water, the edges of the pile shall l I
- -- Lea Associates 9 c2UgCt Environmental Management Plan - Package V 8 Grand Trunk Road Improvement Project
Reference to Responsibility Environmental MitigationMeasures Contract4 Locations Time Frame' ___ _ Supervision IMPaCtUISSUe Documents Implementation | Supervision
be protected by silt fencing as detailed out in typical Drawing No. T- 17. MoST: (c)Stockpileswill not be surchargedor otherwiseloaded 305.3 3 and multiple handling will be kept to a minimum to ensure that no compactionwill occur. The stockpiles shall be covered with gunny bags or tarpaulin. (d) It shall be ensured by the contractorthat the topsoil will not be unnecessarily trafficked either before strippingor when in stockpiles. (e) Such stockpiledtopsoil will be returned to cover the disturbed area and cut slopes. Residual topsoil will be distributed on adjoining/proximatebarrentrocky areas as identified by the Engineerin a layer of thickness of 75mm - 150mm. Top soil shall also be utilized for redevelopment of borrow areas, landscaping along slopes, medians, incidentalspaces etc, (a) Construction vehicle, machinery and equipment C.1.3 shall move or be stationedin the designatedarea (RoW MoST: 112.6 Compactionof | or Col, as applicable) only. While operating on ThroughoutProject During Soil temporarily acquired land for traffic detours, storage, I Corridor and all areas Construction. Contractor. PIUNHAI. material handling or any other construction related or MoST: I temporarilyacquired. incidentalactivities, topsoil from agriculturalland will be 305,2.2.2 l preservedas mentionedabove...... ______-. 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 1 305.2.2.2 compliance to environmentalrequirements in respect of .excavation and borrow areas as stipulated,from time to :time by the MoEF and the local bodies, as applicable, At all borrow area ,shall be the sole responsibilityof the contractor. locations suggested During IEngineer, Contractor.Enier (b)No borrow area shall be openedwithout permissionof F MoST: for the project in Construction. PIU,NHAI. the Engineer. The borrowingshall not be carried out in 1 305.2.2.2 Appendix6. cultivable lands,unless and until, it shall be agreedupon by the Engineer that there is no suitable uncultivable land in the vicinity for borrowing, or there are private land! i owners willing to allow borrowingon their fields.
Led Associates 10 EnvironmentalManagement Plan - Package V B Grand Trunk Road ImprovementProject
3 to 6 Responsibility nvironmental Mitigation Measures ReferenceContract Locations Time Frame _ _ 4 Impact/Issue 0Documents Implementation Supervision
(c)Borrowing of earth shall be carried out at locations MoST:305.2 recommendedin Appendix6. 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 l i facilitatedrainage. * Productive lands: Borrowing of earth shall not be carried out on productivelands. However,in the eventof jborrowing from productive lands, the contractor has to obtain the prior permission of the Engineer- At such i locations,the preservationof topsoil shali be carried out las envisaged in C.1.2. At such locations, the depth of borrow pits shall not exceed45 cm and it may be dug lout to a depth of not more than 30 cm after strippingthe 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 surroundingfields. 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 Contractorshall facilitate inspectionof all borrow areas by the PIU, NHAI and satisfy the Engineerof the environmentalcompliance. Any non-complianceshall be made good by the Contractorat his own cost. C.1.5 a) Borrow pits shall not be dug continuouslyin a stretch. Degradationof The location, shape and size of the designatedborrow IMoST: During Engineer, i 1~~~Allborrow areas. contractor Borrow Areas areas shall be as approved by the Engineer and in 305.2.2.2 Construction PIU,NHAI accordanceto the IRC recommendedpractice for borrow
------. Lea Associaes EnvironmentalManagement Plan - Package V B ______Grand Trtlnk Road ImproCement Project
Referenceto Responsibility __ Environmental MitigationMeasures3 Contract Locations Time Frame I Im eDocuments4 Implementation Supervision pits for road enibankments. 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 I ;to MoEFIBSPCBguidelines. Redevelopmentof borrow lareas shall be taken up in accordance with the plans approved by the Engineer's environmental specialist. I E C. 1.6 Soil ! a) On road embankmentslopes, slopesof all cut, fill etc., Erosion shrubs and grass will be planted. On sections with high Design I filling and deep cutting the side slopes will be graded requirement iand covered with bushes and grass, etc., as per |specificationsfor stone pitching, grass and shrub given in the Bid Documents. lb) In borrow pits, the depth of the pits shall be so regulated that the sides of the excavation will have a MoST: slope not steeperthan 1 vertical to 4 horizontal,from the 305.2.2.2 edge of the final sectionof bank. c) Along sections abutting water bodies, stone pitching ThroughoutProject ,needs to be carried out for slopes between lvertical: 4 1 Corridor,el horizontal to 1 vertical to 2 horizontal as per typical MoST: 306.2 allborrowareas, | During Contractor. Engineer, details provided in Drawing No. T - 35 and Drawing No. service roads and Construction. PIUNHAI. T - 35 A. Gabion structuresshall be providedfor slopes o 3 equipmentstorage l 'steeper than 1 vertical to 2 horizontal, as per typical sites, etc. details providedin 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 ,other items of work and as such no separate payment will be made for them. i _ _ C. 1.7 a) Vehicle/machinery and equipment operation, ThroughoutProject During i Contractor. Engineer,
Lea Associates 12 EnvironmentalManagement Plan - Package V B Grand Trunk Road ImprovementProject
Environmental 3 Reference to 5 5 Responsibility MitigationlMeasures Contract Location Time Frame _ ImpactUlssue MltigattonMeasilresDocurnents 4 MIplementation Supervision
Contamination maintenanceand refueling shall 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 contaminate 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 land BSPCBguidelines. ib) Fuel storage and refilling areas shall be located at least 300m from all cross drainage structures and I importantwater bodiesor 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. C.1.8 la) All spoils shall be disposed off in the manner as - _____---t------_--___I 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 ThroughoutProject disposal C.1.1, except with prior and express approval of the Corridor, Engineerin the courseof the project. | During Engineer, lb) All waste material shall be completely disposed as M 2 all accessroads, sites Construction Contractor PIU,NHAI. desired and the site shall be fully cleaned before temporarilyacquired handing over.The Engineerwill certify in this regard. and all borrowareas c) All temporary acquired land shall be dealt in the manner as laid out in the EMP if dumping of waste is MoST| envisaged.Any claim, arising out of waste disposalshall be resolvedby the contractorat his cost. 301.3.11
C.1.9 The Contractorshall obtain rnaterialsfrom quarries only - All quarries During licensing Quarry Iafter consent of the DoF or other concernedauthorities MST 111 recommendedto be and during o Engineer, Operations and only after developmentof a comprehensivequarry' O ' used in the project are operation of the PIU,NHAI. E redevelopment plan, as per the Bihar Mining Rules.- given in Appendix 7. quarries for the
13 EnvironmentalManagement Plao - Package V B Grand Trunk Road ImprovementProject
Referenceto Responsibility Location s Time Frame5 MitigationMeasures3 Contract4 Implementation Supervision lImpactlIssue Documents
Alternatively the Contractor shall acquire the required project material from quarries licensed by the BSPCB. The quarry operations shall be undertakenwithin 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 i protected by means as designed or as approved by the Engineer. the excavation shall be carried out in a A w Whenever manner so that the side slopes are no steeper than 1 MoST: lwater body PINHAi vertical to 4 horizontal, otherwise stope protection work o305.41 locationsd.unglikely to be Contractor shall be provided, as approved by the Engineer and impacted.n specified by EMP clause C.1.6. cntci (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 ThroughoutProject OtherWater 0community such as wells, tube-well,etc., incidentallylost RAP I Corridor, Sources shall be replaced immediately.The location and siting of requirement. , all access roads, sites the replaced source of water shall be as per design, or MoST: 110.3 temporarilyacquired as directed by the Engineer.In general, there should be and all borrow areas. only lateral displacement(of the new site from the old). !b) Execution of enhancementmeasures at water body Whenever Engineer, Ilocations identified for enhancementshall be completed encountered PIU,NHAI. {in accordance to the individual drawings, specified for MoST301.5 during those locations. Refer Appendix 8 for the list of surface construction iwater bodies that are to be enhanced and the detailed drawings for 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- constructionstage. ~~=:7UTD __- Lea Associates 14 ic2irJLY~ EnvironmentalManagement Plan - Package V B __ _ __. _.._. _. ._ _.______Grand Trunk Road ImprovementProject
Environmental 3 Referenceto Responsibility Mitigation Measures Contract Location5 Time Frame6' . _ Impact/Issue Documents4 Implementation Supervision ,The relocationof the hand pumps shall be carried out as ReferAppendix 4 for detailed in the typical design drawings presented in the list of wells where I DrawingNo. T -8 or DrawingNo. T - 9 as applicable mitigationmeasures Mitigationmeasures as detailed in DrawingDrawing No. need to be provided. T - 22, Drawing No. T - 23 A or Drawing No. T - 23 B shall be carried out at the various wells locations Sedimentation identified. . chambers shall be |(d) For drains carrying run-off from the highways provided at km. entering, into surface water bodies/channels,with a fall 292.300 (north),km. exceeding 1.5 m cascading shall be carried out as per 270.800 (south)and the detailsprovided in Drawing No. T - 5. Sedimentation km. 271.350(south) traps shall be provided at drains location entering into Locationof water Ithe water bodiesas per details in DrawingNo. T - 4. cascades is indicated
C.1.12 Flooding a) In addition to the design requirements,the contractor l i shall take all desired measures as directed by the T p Drn Engineer such measures to prevent temporary or corror, a During permanentflooding of the site or any adjacentarea. corridor,all access i Construction Engineer, b) The scope for prevention of flooding includes 305T3.2 roads, sites and the Defects Contractor PIU,NHAI. preventionof loss of use, loss of access of any land or and all borrow areas Liability Period. propertythereon resultingfrom flowing or stagnantwater ias direct/ indirect impact of construction. ______C.1.13 Siltation a) Silt fencing will be provided at the base of the into Water embankmentfor the entire perimeter of any water body MoST:306 Bodies i(including wells) as per detail in DrawingNo, T - 17. ThroughoutProject b) Siltationof soil into the water bodies will be prevented Corridor,all access During E ,as far as possible. The contractorwill take all reasonable roads, sites During Contractor, PIUNHA. measuresas per EMP Clause C.1.6 temporarilyacquired C ti c) Construction materials containing fine particles shall, and all borrow areas. be stored in an enclosure such that sediment laden MoST306 *waterdoes not drain into nearby watercourses. C.~~~~Torn 14 _. .Pr,o 20j2 Th_Ihu ,jec_t_ ___ C.1.14T°rret 'a) No tree or vegetationother than those designatedfor MoST 201.2. ThroughoutProject Run-off felling will be cut. Corridor,all access During Contractor. Engineer, b) The contractor shall take all necessary precautions MoST: temporarilyacquired l
LeaAssociates 15 ZX7E Lnvironmental Management Plan - Feckage V s Grand Trunk Road Improvement Project
Referenceto Responsibility Environmerntal Mitigation Measures3 Contract Locations Time Frames m S v 4 lmpacVlssue Documents Implementation Supervision and construct temporary/permanenit(as per C,1.6 or 306.2 & 4 and all borrow areas. C.1.13) devices to prevent water pollution (due to silitation and increaseof turbidity). C.1.15 a) In sections along water courses, and close to cross- Alterationof tdrainage channels, earth, stone or any other Drainage !construction 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 Engieer Ib) All necessary measures shall be taken to prevent roads, sites DConstruction Contractor. PUrNHAl. earthwork,stonework, materials and appendage as well temporarilyacquired las the method of operation from impeding cross- MoST: 306 and all borrow areas. drainage at rivers, streams, water canals and existing I irrigation and drainage systems. l … -______. . .-.- - -- -.---.. …------. ------C.1.16 | Retention ponds, surface water bodies will be created GroundWater j as per drainagedesign. Tree and vegetation plantation Design As per Drainage Durino Contractor. Engineer, Depletion i will be conserved and additionally planted as per requirement. Design. Construction. PIU,NHAI. | design. l C.1.17 r---s _ _ Increased MoST: 111.15 Entire ProjectSite. Run-off Retentionwork will be taken up on the roadside drainage During Engineer Ichannels as per the roadsidedrainage design. A Construction. Contractor. PEU,NHAi | I ~~~~~~~~~~~~~~~~Asper Drainage 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 Waterfrom streams, water bodies or the irrigation system, as | Construction Idirected by Engineer. MoST: ThroughoutProject Wastes ib) Construction work close to the streams or water 111.13 Corridor ibodies shall be avoided during monsoon and measures I During Conractor Engineer, alCacesnodststerurigtioncorPUNA as per EMP clause C.1.13 will be taken. Itemporarily acquired Cntuto ic) The discharge standards promulgated under the and all borrowareas. Environmental Protection Act, 1986 shall be strictly MoST: 111.1 j adhered to. All waste arising from the project is to be disposed off in a manner that is acceptableto the Bihar State Pollution Control Board (BSPCB) and the
-- Lea Associates 16 EnvironmentalManagement P'an - Package V B ______Grand Trunk Road Irrprovement Project
3 Reference to Responsibility Enivironmental MitigationMeasures Contract Locations Time Frame6 - - - - Documents4 lmplementation Supervision Engineer. C.1.19 (a) The work shall be carried out in such a mannerthat MoST: 111.4 t Contamination pollution of natural watercourses, ponds, tanks and from Fuel and reservoirs is avoided. MoST: 113.13i Lubricants (b) Vehicle, machinery & equipment maintenanceand refuelling shall be done in a manner as specified in r Poe EMP clause C.1.7 to preventpollution of water- Corror, all access * At construction vehicle parking locations and at MOST:111.1 Corridor, all accessE fuel/lubricantstorage sites, oil and grease traps shall be roads, sites temporarily ung Contractor provided to prevent the contaminationof the soil and acquired, all borrow Construction PIU,NHAI. nearby watercourses, as per designs annexed in areas and truck lay- DrawingNo. T- 14. byes. (c) Waste products must be collected,stored and taken I to approved disposal sites in compliance of BSPCB guidelines or any other relevantlaws, and to the entire | satisfaction of the Engineer. i ij C.1.20 (a) Construction labourers' camps shall be located at Sanitationand least 200m away from the nearest habitationbased on I 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 a During legislation shall be strictly adhered to. Garbage bins All Construction Establishment, Engineer, shall be provided in the camps and regularly emptied j Worker's Camps Operationand Contractor. PIUNHA. and the garbage disposed off in a hygienicmanner, to includingareas in Dismantlingof the satisfactionof the relevantnorms and the Engineer. immediatevicinity. Such Camps. (c) In connection with undergroundwater resources, including percolatingwater, the contractorshall take all necessary precautionto prevent interferencewith such I 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)
17 - -- - LeaAssociates Environmental Management Plan - Pac.'age V B Grand Trunk Road Improvement Project
Responsibility . . . J Reference to 6 Environlmenltal 3 Frame Rsnb- Mitigation Measulres Contract Locations Time IrnnpactaIssue 4 Documents Implementation Supervision
Act, 1996 shalt be adhered to. (e) Unless otherwise arranged by the local sanitary authority, arrangements for 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 contractor will minimise wastage of water in the of construction process/operations. Project Water (b) The Contractor shall arrange for supply and storage requirement of water and no such supply and storage will be T During Engineer, provided by the PIU, NHAI. The Contractor shall not i Corndor, all access Construction. Contractor. PIUNHAI. open a new borewell or extract groundwater without rtepora i c d areas. permission from the UP Ground Water Board. The and allborrow Contractor may, however, use any existing borewell or any other source of water supply subject to necessary or relevant arrangement.
C.1. 22 i (a) The Contractor shall be responsible for arranging Disruption to 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 Throughout Project required, the Contractor shall seek approval of the Corridor, all access Engineer. The Engineer will have the right to ask the roads, sites During Engineer, Contractor to serve notice on the downstream users of temporarily acquired Contractor water sufficiently in advance. R and all borrow areas C C (c) Construction over and close to the non-perennial r as well as the streams shall be undertaken in the dry session. Immediate Construclion over the irrigation canals, if disruption to surroundings of these the flow, quality of water and adverse impact on the areas. irrigation structure is expected (or probable in the view of the Engineer), will be undertaken at the obtaining necessary permission from the Department of Irrigation. (d) Construction work expected to disrupt users and ______._. _ _ impacting community water bodies will be taken up ______
Lea Associates 18_____ - - - EnvironmentalManagement Plan - Package V B Grand Trunk Road Improvement Project
[ 3 Referenceto 6 Responsibility Environmental MitigationMeasures Contract Locations Time Frame - - Impact/issue Documents4 Implementation Supervision after servingnotice 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 Generationof covered to avoid spillage of materials. Dust (b) The Contractor shall take every precaution to reduce the level of dust emission from the hot mix MoST:1115 plants and the batchingplants up to the satisfactionof the Engineer. I (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) Clearanceshall be effected immediatelyby manual ThroughoutProject sweeping and removal of debris, or, if so directed by !I MoST: 111.10 Corridor,all access the Engineer, by mechanical sweeping and clearing roads, sites Cucto Contractor Engin 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 surfacesshalt be hosed or watered using necessaryequipment. (e) Plants, machinery and equipment shall be so handled (including dismaniling) as to minimise j Contract generationof dust. document (f) All earthwork shall be protected in a manner acceptable to the Engineer to minimise generation of I dust. I (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.1.24 Emission (a) Hot mix plants and batching plants shall be located MoST: 111 5 All Hot-mix and During Erection, Contractor. Engineer,
- Lea Associates 19 zct Environmental Management Plan - Package V B Grand Trunk Road Improvement Project
Environmental I ~~~~~~~~~~~~~Referenceto Responsibility Enironmpctsen MitigationMeasures3 Contract Locations Time Framer' m entonsi peliio ImPact/Issue Documents4 Implementation Supentision from Hot-Mix sufficientlyaway from habitation,agricultural operations BatchingPlants. Testing, PIUNHAI. Plantsand or industrial establishments.Where possible such Operationand BatchingPlants plants will be locatedat least 1000maway from the Dismantlingof nearesthabitation. The use of hot mix plant withinthe MoST:111.5 SuchPlants Sanctuary premises is prohibited under all circumstances. (b) The exhaust gases shall comply with the requirementsof the relevantcurrent emissioncontrol legislation.All operationsat plantsshall be undertaken in accordancewith all current rules and regulations protectingthe environment. (c) Monitoringof the pollutantsshall be carriedout by the agencyidentifled for EnvironmentalMonitoring as detailed in the EnvironmentalMonitoring Plan for the project. C.1.25 Odour (a) Constructionlabourers' camps shall be locatedat from least 200m awayfrom the nearesthabitation to avoid Construction conflictsand stress over the infrastructurefacilities, with labourer's the localcommunity. During camps (b) The waste disposaland sewage system for the requirement Labourers'Camps and Establishment, Engineer, camp shall be properlydesigned, built andoperated so immediatesurrounding and Contractor. that no odouris generated.Relevant provisions as the areas Dismantmingof FactoriesAct, the Building and other Construction SuchCamps. Workers (regulationof Employmentand Conditionsof Service)Act, 1996 and all other relevantlegislations shall be strictlyadhered to. C.1.26Emission (a) The dischargestandards promulgated under the Contract from EnvironmentProtection Act, 1986 shall be strictly requirement Construction adheredto. All vehicles, equipmentand machinery ThroughoutProject Vehicles, used for constructionshall conform to the relevant Corridor,all access During Engineer, Equipmentand Bureauof IndianStandard (BIS) norms. roads,sites unng Contractor. PIU,NHAI. Machinery (b) All vehicles, equipmentand machineryused for temporarilyacquired . constructionshall be regularly maintainedto ensure Contract andall borrowareas. that pollutionemission levels complywith the relevant requirement requirementsof BSPCBand the Engineer. L
czr D Lea Associates 20 ~~ EnvironmentalManagement Plan - PackageV B GrandTrunk Road Improvement Project
Environmental f Reference to Responsibility 6 Impact/Issue Mitigation Measures' Contract Locationr Time Frame [ Documents4 Implementation Supervision C.1.27 Pollution (a) All crushers used in construction shall conform to from Crusher relevant dust emission control legislations. Clearance for siting shall be obtained from the BSPCB. Contract Alternatively, only crushers already licensed by the requirement BSPCB shall be used. The use of material from any crusher within the Sanctuary is prohibited under all During Erection, circumstances. All Aggregate Testing, Engineer, (b) Dust screening vegetation will be planted on the Crushing Plants. Operation and Contractor PIUNHAI. edge of the RoW for all existing roadside crushers. Design Dismantling of (c) The suspended particulate matter contribution value requirement Such plants at 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 500pg/m3. The monitoring is to be conducted is envisaged in the monitoring plan. C 1.28 Noise (a) The plants and equipment used in construction MoST: 111.13 from Vehicles, (including the aggregate crushing plant) shall strictly Plants and conform to 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 Throughout Project comply with the relevant legislation for levels of sound MoST: 111.1 Cordor, all access emission. Non-compliant plant shall be removed from roads, sites Cong Contractor. Engineer, site. temporarily acquired Construction. PIUNHAI. (c) Noise limits for construction equipment used in this and all borrow areas. project (measured at one metre from the edge of the equipment in free field) such as compactors, rollers, MoST: 111.13 front loaders, concrete mixers, cranes (moveable), vibrators and saws shall not exceed 75 dB(A), as specified in the Environment (Protection) Rules, 1986. (d) Maintenance of vehicles, equipment and machinery shafl be regular and to the satisfaction of the Engineer,
to keep noise from these at a minimum. - _
-- -- Lea-Associates 21 EnvironmentalManagernent Plan - PackageV B Grand TrunkRoad ImprovementProject
Enivirotirniental . . .3Reference to Responsibility Inirpactssnte MitigationiMeasures 3 Contract Location5 Time Frame6 ResposIbt _ _ Documents4 Implementation Supervision from Blastingor the Engineer. All the statutory laws. ieguLiations,rules splitting Sites. Preparation, PIUNHAI. Pre-splitting etc., pertaining to acquisition, transport, storage, Operationand Operations . handling and use of explosivesshall be strictly followed. Closureof Such (b) Blasting shall be carried out during fixed hours Sites. I (preferably during mid-day), as permitted by the i 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 actually light the fuse shall be excludedfrom the area of 200m (50m for pre-splitting)from the blastingsite in all
directions at least 10 minutes before the blasting. - C.1.30 Lossor (a) All works shall be carried out in such a fashionthat Engineer, Damageof the damage or disruptionto the flora is minimum. Trees Entire Project Site. , Contractor PIU,NHAI. Vegetation or shrubs will only be felled or removed that impinge I I As encountered directly on the permanent works or necessary Contract During Construction Construction temporaryworks with prior approvalfrom the Engineer.requiremet D Engineer,PIU,NHAI requirement ,PUHI (b) The Engineer shall approve such felling on the |Asdecided bythe IUNHAI. advice of the PIU, NHAI,and only when the PIU, NHAI nDoF.g DoF. receives a 'clearance' for such felling from the DoF, as Construction appiicable. D PIU,NHAI. (c) Trees felled shall be replaced as per the Drequirement. As per DoF compensatory afforestation criteria in accordancewith Existing the Forest (Conservation)Act, 1980. Programmes. Doe, PIU,
l ~ I ______~______NHAI j.
C.1.31 'Disruption to vegetation shall be minimised and the Compactionof contractor shall ensure that the construction vehicle, Contract I During C Engineer, machinery and equipmentshall moveor be stationedin 1 requirement Construction PIU,NIHAI. Vegetation the designated area (RoW COI, as applicable) only. I _j. ______.
During construction, at any point of time, if a rare/ C.1.32 Damage threatenedlendangeredflora species is found, it shall or Loss of be conserved in a suitable manner. The Engineer, on ThroughoutProject During Contractor,Engineer, PlU,NHAl. Chance-found specific advice from the PIU, NHAI shall approve Area. Construction ImportantFlora detailed conservationprocesses, plans and designsas well as associatedmodification in the projectdesign.
Lea Associates 22 Environmental Management Plan - Package V B Grand Trunk Road Improvement Project
Environmlllelltal . . 3 . Reference to 8 Responsibility ErivironieritatMitigation Measures Contract Locations Time Frame ___ Impact/Issue Mltigation Measures Documents4 Locations Time FrameDue Implementation Supervision
C.1.33 (a) All works are to be carried out in such a fashion that Contract All along the Project During Contractor. Engineer, Loss, Damage the damage and disruptionto fauna is minimum. requirement corridor,all access Construction. F'IU,NHAI or Disruptionto . (b) Construction workers shall be instructed to protect roads,sites Fauna and natural resourcesand fauna, includingwild animalsand temporarilyacquired & Protectionof aquatic life. Hunting and unauthorised fishing are all borrow areas. wild life in prohibited. GautamBuddha (c) Existing slab culverts shall be modified and made Under passes at km. sanctuary into an underpassof span 6m. I . 254.473 and km. (d) Two water holes shall be provided to solve water 256.811I scarcity problemsin dry months,which would otherwise tend animalsto cross the road in searchof water. vWaterholes shall be (e) Structures shall be erected to restrict access of the locatedas per the vehicles into the core area. I guidelinesof D.F.0 (wildlife) 1 Structuresto restrict accessshall be providedat junction of cross roads leadingto the core area of the sanctuarywith the NH.
C.1.34 During construction, at any point of time, if a rare? Damageor endangered / threatenedfauna species is spotted, the Contract During Contractor Loss of Chance- contractor shall make all arrangementsto intimate the j requirementCr t Entire ProjectSite. DConstruction. Engineer PIU,NHAI. found Important wild life authorities and measures will be taken for its Fauna. conservationduring the operation period also. C.1.35 Lossof (a) The Contractor shall provide safe and convenient Access passage for vehicles, pedestriansand livestock to and 1 MoST: 112.7 from side roads and property accesses connecting the project road. Work that affects the use of side roads All along the Project During E and existing accesses shall not be undertakenwithout corridor Construction Contractor PlU,NHAi. providing adequateprovisions to the prior satisfactionof the Engineer. (b) The works shall not interfere with or cause inconvenience to public or restrict the access to use S_
- Lea Associates 23 Environmental Management Plan - Package V B Grand Trunk Road Improvement Project
Environmental Reference to Responsibility Framer' Impact/Issue , Mitigation Measures Contract 4 Locations Time lactlDocuments e Implementation j Supervision
and occupation of public or private roads, railways and any other access footpaths to or of properties whether public or private.
G.1.36 Traffic (a) Detailed Traffic Control Plans shall be prepared and I - Delays and subriitted to the Engineer for approval, 5 days prior to MoST: 112.1 Congestion commencement of works on any section of road. The traffic control plans shall contain details of temporary diversions, details of arrangements for construction i under traffic and details of traffic arrangement after cessation of work each day. I (b) Temporary diversion (including scheme of MoST 112.5 temporary land acquisition) will be constructed with the approval of the Engineer. While approving temporary All along the Project During diversion construction, the Engineer will seek Contractor Engineer endorsement from the PIU, NHAI. Corridor. Construction (c) Special consideration shall be given in the MOST: 112.2 I preparation of the traffic control plan to the safety of pedestrians and workers at night. MoST: 112.5 (d) The Contractor shall ensure that the running surface is always maintained in running condition, particularly during the monsoon so that no disruption to the traffic i flow occurs. (e) The temporary traffic detours shall be kept free of dust by frequent application of water, if necessary.
C.1 37 Traffic V(a) The Contractor shall take all necessary measures Control and for the safety of traffic during construction and provide, Safety erect and maintain such barricades, including signs, markings, flags, lights and flagmen as may be required MoST: 112.4 by the Engineer for the information and protection of During traffic approaching or passing through the section of the Entire Project corridor, Contractor Engineer highway under improvement. C ti (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
Lea Associates 24 EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
3 E Referenceto Responsibility Environmentat Mitigation Measures Contract Locations Time Frame6 -_ - Impact/Issue Documents4 Implementation Supervision
Engineer. C.1-38Risk 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) i Convention No. 62 as far as thoseare applicableto this contract- The contractor shall supply all necessary Cotat safety appliances such as safety goggles, helmets, I Entire Projectsite. Iuring Contrac1or Engineer. masks, etc., to the workers and staff. The contractor r e C has to comply with all regulation regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. C. 1.39 Risk Adequate precautions will be taken to prevent danger from Electrical from electrical equipment. No material or any of the Equipment sites will be so stacked or placed as to cause danger or 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 MoST: 106 | Entire Projectsite. riContractor Engineer. will conform to the relevant Indian Standards (IS) codes, will be free from patent defect, will be kept in good working order, will be regularly inspected and I properly maintained as per IS provisions and to the ! satisfactionof the Engineer. X C.1.40 Risk at (a) All workers employed on mixing asphaltic material, Hazardous cement, lime mortars, concrete etc., will be provided Activity with protective footwear and protective goggles. MoST 111.1 i Workers, who are engaged in welding works would be provided with welder's protective eye-shields. Stone- breakers will be provided with protective goggles and During Contractor Engineer, Entire Projectsite, Contractor clothing and will be seated at sufficientlysafe intervals. . Construction P (b) The use of any herbicide or other toxic chemical. shall be strictly in accordance with the manufacturer's instructions. The Engineer shall be given at least 6 MoST:111.6 working days notice of the proposed use of any herbicide or toxic chemical.A register of all herbicides
-______- - ______Lea Associates 25 9 CD Envijonmental Management Plan - Package V B Grand Trunk Road ImprovementProject
Environmental . . . 3 Referenceto Responsibility EnvIronmnt/ls MitigationMeasures 3 Contract Location6 Time FrameR nimpact/Issue Documents4 Implem3ntation Supervision and other toxic chemicals delivered to the site shall be kept and maintainedup to date by the Contractor.The register shall include the trade name, physical properlies and characteristics, chemical ingredients, health and safety hazard information,safe handlingand I storage procedures, and emergency and first aid proceduresfor the product. C.1.41 Risk of No man below the age of 18 years and no woman shall Lead Pollution be employed on the work of painting with products containinglead in any form, No paint containinglead or lead productswill be used except in the form of paste or | . . i.e During Engineer, readymadepaint. Face masks will be supplied for use MoST: 111.1 Entire Projectsite Construction Contractor PIU,NHAI. by the workers when paint is applied in the form of i spray or a surface having lead paint dry rubbed and scrapped. All reasonable precaution will be taken to prevent C.1.42 Risk danger of the workers and the public from fire, flood, caused by drowning, etc. All necessary steps will be taken for ract Entire Projectsite Durong Contractor P Ngin Force' Majure prompt first aid treatment of all injuries likely to be r
sustainedduring the courseof work. _ C.1.43 Risk (a) Except as may be provided in the contract or 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 complywith the requirementsof the followingSub- Clauses of this Clause besides the law of the land as applicable: (b) The Contractorshall at all times take every possible All blastingand Pre- During Contractor Engineer precautionand shall comply with appropriatelaws and splitting Sites. Construction regulations relating to the importation, handling, MoST 302.4 I transportation,storage and use of explosivesand shall, at all tirnes when engaged in blasting operations, post sufficientwarning flagmen, to the full satisfactionof the Engineer (c) The Contractor shall at all times make full liaison
Lea Associates 26 Environmental Management Plan - Package V B Grand Trunk Road ImprovementProject
Reference to Responsibility Environmental Mitigatlon MeasuLes3 Contract Locations Time Frame6 Rpit Impactlissue Documents4 Implementation Supervision
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 blasting operations, The Contractorshall, at his own expense,conform to all During Engineer, C. 1.44 Malarial anti-malarial instructions given to him by the Engineer, Contract Entiresite. Project ~Contractor. risk including filling up any borrow pits which may have requirement E Construction | PIU,NHAI. been dug 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 i Factory Rules of Bihar. (b) Workplaces, remote and far away from regular Engineer hospitals will have indoor heath units with one bed for iMoST 12076 Entire Projectsite. urng Contractor PlUNHAi. every 250 workers. Suitable transport will be provided C to facilitate take injured or ill person(s)to the nearest I applicable hospital. At every workplace and constructioncamp, equipmentand nursing staff shall be provided. ' C.1.46 Potable (a) In every workplace at suitableand easily accessible| Water places a sufficient supply of cold potable water (as per | IS) will be provided and maintained. If the drinking a water is obtained from an intermittent public water supplythen, storage tanks will be provided. (b) All water supply storage shall be at a distance of not less than 15m from any latrine, drain or other source of Contract During I Engineer, pollution.Where water has to be drawn from an existing Entire Projectsite Construion Contractor well, which is within such proximity of any latrine, drain r or any other source of pollution, the well shalt be chlorinatedbefore water is drawn from it for drinking. (c) All such wells shall be entirelycovered and provided i 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
-- - Lea Associates 27 Envitonmental Management Plan - Package V B Grand Trunk Road Improvement Project
Entivirorimental MeaSL,reS3 Referenceto Responsibility nvIrmpmentats MitigationMeasures 3 Contract l ocations Time Frame6 Documents4 Implementation Supervision opened onty 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 accommodationand ancillary facilities for labour to standards and scales approved by the resident Engineer. (b) There shall be provided within the precinctsof every workplace, latrines and urinals in an accessibleplace, I and the accommodation,separately for each for these, as per standards set by the Building and other Construction Workers (regulation of Employmentand Conditions of Service)Act, 1996. Except in workplaces provided with water-flushed latrines connected with a Iwater borne sewage system, all latrines shall be Iprovided with dry-earth system (receptacles) which 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 All Construction During Engineer, Contractor PUHI outside at least once a year. If.women are employed, i Labourers'Camps Construction PIU,NHAI. 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 maintainedin 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, groundor adjacentwatercourses takes place. Compliance with the relevant legislation Imust be strictly adhered to. Garbage bins must be provided in the camp and regularly emptied and the Igarbage disposed off in a hygienic manner. Constructioncamps are to be sited at least 200m away from the nearest habitationand adequatehealth care is
Lea Associates 28 EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
3 Referenceto 6 Responsibility Environmenltal Mitigatiorn Measures Contract Locations Time Frame R __ _ Impact/Issue Documents4 Implementation Supervision
to be provided for the work force. (d) Unless otherwise arranged for by the local sanitary authority, arrangement for disposal of excreta by incinerationat the workplace shall be made by means of a suitable incinerator approved 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, i 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 satisfactionof the Engineer. C.1.48 (a) All necessaryand adequate care shall be taken to During Contractor Engineer, Protection/Mitig I minimize impact on cultural properties (which inclucdesi 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 DesignEntire Projectsite. and Remains Act). No work shall spillover to these requirement properties,premises and precincts. (b) All conservation and protection measures will be taken up as per design. Accessto 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 During Contractor Engineer, Archaeological archaeological interest discovered on the site shall be Entire Projectsite. ContNacto property the propertyof the Government,and shall be dealt with Construction PIUH as per provisionsof the relevantlegislation. - (b) The contractor shall take reasonable precautionto
Lea Associates 29 EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
Referenceto Responsibility Envirommental Mitigation Measures3 Contract Locations Time Frame6 Irmipact/Issue Documents4 Implementation Supervision prevent his workmen or any other persons from removing and damaging any such article or thing and shall, immediately upon discovery thereof and before removal acquaint the Engineer of such discovery and carry out the Engineer'sinstructions for dealingwith the same, awaiting which all work shall be stopped 100m all directions from the site of discovery. (c) The Engineer shall seek direction from the ArchaeologicalSociety of India (ASI) before instructing ithe Contractorto recommencework on the site. Road landscape plantation, re-vegetation of road !Design Entire Project Corridor, embankments and other slopes, edge treatment of requirement as per the landscape C.1.50 water bodies shall be taken up as per either detailed or plan prepared. DEnginer, Roadside typical landscape designs, plans prepared for the Intersectionswhere urng Contractor PlUNgHAIr Landscape project (Drawings in Appendix 11 detail the landscape landscapingis to be I Construction plans). Landscapesat the intersectionsaccording to the done are given in type are given in drawing Nos 3 to 5. , Appendix 10. l Provision, replacement, restoration of bus shelters Design inclusive of bus bays complete with seating requirement I arrangement, infrastructure,etc., if any, as per designs shall be taken up. Entire ProjectCorridor, CProvision of truck lay byes as per the drawingsprovided , as envisagedin the Roadside 1 in design.Roadside i DPR.oasdeamniie Typical designs Duringontrcto Contractor~~~~~~fContrator Engineer, Amenities i The design layout drawings and specificationsof the of roadsideamenities Construction PIU,NHAI. various roadside amenities shall be as per the are provided in the engineering design. A conceptual design of bus bay DPR. and bus stop is provided in Drawing No. T - 32 and DrawingNo. T - 33. Details of the bus stop structureare provided in Drawing No. T- 34. C. 1.52 Noise a) Provision of barriers along the edge of the RoW at Design mitigation the locationsindicated in Appendix12 as per the design requirement Along the edge of the detailsindicated in drawingsfor the respectivelocations RoW and at the During Contractor Engineer, to mitigate the rise in noise levels. locations indicatedin Constriction PIU,NHAI. - b) Provision of barriers around the locations given in Appendix 12. Appendix 12 to decrease the noise levels as per the
Lea Associates 30 Environmental Management Plan - Package V B Grand Trunk Road tmprovementProject
Environmental 3 Referenceto 3 Responsibility Impactrlssue Mitigation Measures Contract Location Time Frame- Documents4 Implementation Supervision design details indicated in Drawings NM-5B-1 to NM- 5B-4. Noise barrier shall be constructed as per the DrawingNo. T - 10.
C.1.53 Road (a) Road furniture including footpaths, railings, storm -- Furniture water drains, crash barrier, traffic signs, speed zone Design signs, pavementmarkers and any other such items will requirement be provided as per design given in the Bid Documents. detaied ds Drn Eie (b) Intersections, rotaries, traffic islands, roadside Design Loetaioo busi s During Engineer, protection and other structures or furniture shall be requirement f Construction ContractorPU,NHA. constructed,complete with the landscapeelements as gIvenhincApendi 13. per landscapedesign. (c) Enhancementof bus stops as per the typical design drawingsDrawing No. T - 33 and CrawingNo. T - 34. i_ 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 Contractor Engineer, Properties constructionshall be completedas per design. 14 for specific Construction PIUNHAI. (b) Signagegiving informationabout the important Design enhancements. cultural propertiesshall be erected as per design. requirement (c) Specific enhancementmeasures proposed for the various cultural propertiesand the specificationsare provided in Drawings VB/244.2/1to VB/305.8/13. The contractorshall work out the enhancementof the remaining cultural propertiesas per typical designs worked out in detailed Drawing No.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 specificenhancement sites like washing ghat (DrawingNo. T - 25), Canopy(Drawing No. T - 31) shall follow the typical designs provided. 0-1.0: Operation Stage
).1.1 (a) Contingencyplans to be in place for cleaning up of - Frameworkat Contamination spills of oil, fuel and toxicchemicals. Project r State and Sector FI Squadof MotorVehicles Entire Projectcorridor. Lee sMotor Vehicles of Soil and (b) Spill of oil, fuel and automobile servicing units requirement Level isepartment Inspector. Water without adequate disposal systems in place to be expected to be Deparment
___-_____-______-----______- LeaAssociates 3 1 n, EnvironmentalManagement Plan - Package V B Grand Trunk Road ImprovementPromecc
Referenceto Responsibility Environmental Mitigation Measures3 Contract Locations Time Frame6 Impact/Issue Documents4 Implementation Supervision
Resourcesfrom discouraged. developed. Spills due to traffic & Accidents . 4 ___ Entire Projectcorridor, especially in the Urban I 01.2 : storm(a) The water drains flow. will be periodically cleared to maintain trlStretches. Mtintenacer of (b) The urban authorities and local governmentbodies Project providedat every km e Beginningand A Municipal Stormnater I will be urged to maintain storm water drainage system requirement every m oAuthorities. P System in working condition. Recharge pits for urban drains ithrough which shaSlbe providedas per the design DrawingNo. T - 24. t w shall be provideproposed alignment ___ -- - -- passes. 0 (a) Roadsidetree plantationswill be maintained. roe Entire opeThrough o 01.3Dust (b) New afforestation projects adjacent to the project Proctcridr Tratough, ,HA.PU,HI Generation I() .Pi iP i requirement & surrounding areas. oeainDFPU HI I HI Groad and in the surroundingwill be encouraged. q s period. 01.4 (a) AmbientAir concentrationsof the various pollutants Atmospheric shall be monitored as envisaged in the pollution Pollution monitoringplan. l ~~~~~~Operationstage. Pollution monitoring (b) Pollution under control (PUC) programmes to be iEntire Project corridor r ,tg. agency. enforced adequately. and Surroundingareas will andbemonitoed roject and Suroundin (c) Atmospheric pollution will be monitored and Project Referto the Air areasStartingImmediately BPBBSPCBN managementplans to be developedif pollutioncrosses requirement Pollution Monitoring after Competion MotorVehiclesPIUNHA threshold. Programme. of Construction. Department,STA, DoF, (d) Roadsidetree plantationswill be maintained. (e) New afforestation projects adjacent to the project C road and in the surroundingwill be encouraged. j (f Public awarenessprogrammes to be undertaken. 0.1.5 Noise (a) Noise pollutionwill be monitored. i Starting Pollution (b) Basedon the results of monitoringnoise pollutionin Referto the Noise Immediately Motor Vehicles the operation stage, sound barriers and other measures Project after Completion BSPCB,PIU, shall be constructed as per details in section 1,7.2 of requirement Po g of Constructin Department,STA, DoF, NHAI the Noise QualityAssessment report. Through B (c) Noisecontrol - programmes to be enforcedz strictly. ~~~~~~~~~~~~~~~~~~~~~~~~~~~OperationO sstage.I
Lea Associates 32 EnvironmentalManagement Plan - Package V B Grand Trunk Road Improvement Project
Etivironmelltal . . . 3Reference to Responsibility 6 EIrmnmctalssuMitigation Measures3 Contract Locations Time Frame j -- --I -- - Impactlissue Documents4 Implementation Supervision (d) Public awarenesscarnpaigns to be undertaken. 0.1.6 Traffic (a) Depending on the level of congestion and traffic and Accident hazards,traffic managementplans will be prepared i Safety (b) Traffic control measures including speed limits to be
enforced strictly. [ PIU,NHAI, Local (c) Road control width to be enforced. Local Project All along the Project Throu GovernmentBodies, PIU,NHAI, corridor and Operation DvlpetPUHI government bodies and developmentauthorities will be requirement srndin a Sta AtDevelopment PIU,NHAI. encouraged to control building development along the Authorities. highway. (d) Further encroachmentand squatting on the public RoW will be discouraged. Compliance with the HazardousWastes (Management 0.1.7 and Handling)Rules, 1989 including: Accidents For delivery of hazardous substances,permit license, involving0.1.8 driving license and guidance licensewill be required. Hazardous . Framework Hazardous Public security, transportation and fire fighting wastes All along the Project i Expectedto be PIU, NHAI, Materials departmentswill designate a special route for vehicles (Management ] corridorand I i' During Early ~~~~~~~~VehiclesVehic Department.Motor Deatn.MotorVehicles Idelivering hazardous material. These vehicles will only and Handling) surroundingareas Operation be harbouredat designatedparking lots. Rules, 1989. Stage. In case of spill of hazardous materials, the relevant l departmentswill be intimatedat once to deal with it with
i the spill contingency plan. _ I
LeaAssociates 33 EnvuronmentalManagenent Plan - PackageV B Grand TrunkRoad Improvement Project
1.6 REPORTINGARRANGEMENTS
The Monitorng and Evaluation of the management measures envisaged are critical activities in implementationof the Project. Monitoringinvolves periodic checking to ascertainwhether activities are going according to the plans. It provides the necessaryfeedback for projectmanagement to keep the program on schedule. The rationalefor a reportingsystem is basedon accountabilityto ensurethat the measures proposedas part of the EnvironmentalManagement Plan get implementedin the project. The reporting system will operate linearly with the contractor who is at the lowest rung of the implementationsystem reporting to the SupervisionConsultant, who in turn shall reportto the PIU. All reporting by the contractorand SupervisionConsultant shall be on a quarterly basis. The PIU shall be responsiblefor preparingtargets for e3ch of the identifiedEMAP activities.All subsequentreporting by the contractor shall be monitored as per these targetsset by the PIU beforethe contractorsmove on to the site. The reportingby the Contractorwill be a monthlyreport like reportof progresson construction and will form the basis for monitoring by the PIU, either by its own Manager (Environment) or the EnvironmentalSpecialist hired by the SupervisionConsultant.
Desired Monitoringand ReportingProcess and Resposibilities
Contractor Super's*on Consultant (SC) N World Bank Stage of n_l W)W NHAI(Cenre B) Cntu°No.m lMRmrplernentation O e Repodtto c FionrmaRemomt toS Superirm Rpri tt Reoieo Report Desirdo .______Monilonng ( e Targd Sheet for EMP PCI Reportinig One Time One Time Orie Jim One tine Reporting for EMP PC2 Targets Monthly Monthiy Quarterly Fif Yeary Quarterly Haff Yearly Repoting for Tree PC3 TnsoEntUtnhl Mordhly Qua_arterty Cutural Propy i0 PC4 Relocation _ _ Aonthty Mo rthl Qua uarae$y _ iterty ____ Relocationof Bus PCS Stops Monthlv Quare'v OuaV Qurte RekiCaion of Utility and Community PC6 Resouroes _ Mnthly Monthly Mothly uary Qa Quarterly arget Sheet for EMP Ct Acions O Time One lime ._ One time Target heet for En ha_ncenentmio C2 n Actions One Time Ore time _ One time Target Sheetfor C3 RoadsideLandscape One ime One time On_etime TargetSheet for C4 Potution Monitorng One Time one time _ lime Reportingfor EMP i C5 ActionsTarget. One Time Fostnightly onthly quarterly HaItYea rly If Yearly i i Temporary Acquisiton z C6 of Land MRPML - ftt* Monthly Quarterly Q y _ __er_ _ EBokrm Area i C7 Ientication Onerime _ Time Ore Time OneTime Onme _T_ _e Stoclyrd C8 Identiaon One Time Ti neTime On ee e_T___Timer____Or C9 uarrfyIdentication DM Time One Trie OneTime OnerTme One rffm Settingup Workers CO Cat p One Time EmiOne DneTime TIneTme One Time Ouaerly As Per Poltur MAondhlyas pe s peg Cli Pollution Monitoring MonitoringPlan Daily -chedule y schedule line Reporing at urprise C12 SConuionCamp WeekFy aiy Vlonthl cs Qua _ _
Lea Associates 34 E EnvironmentalManagement Plan - PackageV B GrandTrunk Road Improvement Project
fContractorSupevision Consultant Project Implementation NHAI(Centre) World Bank Contractor ~~SC) Unit (PIU) NHA (enre Stagect Formal Implementati Overseei Rert t on No on and Superision Reporting Field NHAI Oversee Repor'tto Desired Reportingto upriin to PIU Compliance (Cner B Supervision SC Monitoring ( er Half C13 Water Required for Construction Weekly Wveekly Monthly Monthly |Quarterly Yeariv IQuarterly Half Yearly Half C 14 Oust Suppresion at Stock Yard Daily Dail MonthlY Monthly Quarter)y Yearlj [Quarterly Half Year)y Half C1 5 Dust Suppresion at Borrow Areas Daily Daily Monthly Monthly Quarterly Yearly Quarterly Half Yearly Dust Suppresion at Half C16 Quarry/Crusher Sites Dally Da Monthly Monthly Quarterly Yearly Quarterly Half Yearly Road Safety for Partial Closure of Haif C17 Two Lane Carriageway One Time Daily Monthly Quarterly Quarterly Yearly Quarterly Half Yeariv Road Safety at Detour or) Half C18 Temporary Diversion One Time Daily Monthly Quarterly Quarterly yearly Quarterly Half Yearly Summary Q C19 Mitigation/Enhancements Monthly Fortnightl Monly Qrter Quarterly Yearly uarterly Half Yeari EnhancementlMitigation of C20 Cultural Properties Monthly Fortnightly Monthly Quarterly Quarterly Yearly Quarterly Halt Yearly Enhancement/Mitigation of Water C21 Bodies Monthly Fortnightly Monthly Quarterly Quarterly Yearly jQuarter,y Half Yearly C22 Enhancement of Road Junctions Monthly Fortnightiv Monthly Quarterly Quarterly Yearly Quarterly Half Yearly EnhancementMitigation of Bus C23 stops Monthly Fortnightly Monthly Quarterly Quarterly Yearly iQuarterly Half Yearly Reporting for Road Side i C24 IPlantation Monthly Fortnightly Monthly Quarterly Quarterly Yearly Quarterly Half Yearly Survival Reporting of Road Side C25 iLandscaping Monthly Monthly Quarterly Quarterly |Quarterly Half_uarterly_early Yearly l Survival Reporting for C26 Transplanted Trees Monthly Monthly Quarterly Quarterly |Quartedy Yearly |QuarterlyHalf Yearly l | Half C27 Redevelopment of Borrow Areas Monthly Monthly Quarterly Quarterly Quarterly Yearlv Quarterly Half Yearly Half C28 LRedevelopment of Quarries Monthly Monthly Quarterly Quarterly Quarterlv early Quarteriy Half Yearl C29 IRestoration of Construction Sites Monthly Monthly Quarterly Quarterly jQuarterly Yearly IQuarterly Half Yearly |C30 |Disposal of Construction Debris Weekly Daiy Monthly Quarterly |Quarterly Yearly |Quarterly Half Yearly TargetSheet for Pollution r One 01 Monitoring One Time iOne time |Time SurvivalReporting of r 02v [Transplanted Trees l_l __ _ Quarterly I early Quarterly Half Yearly SurvivalReporting for Road Side _ _ _ _ _ 03 Landscape _ _ l Quarterly | Yearly iQuarterly Half Yearly t i | g~~~~~~ Perl ~ ~~~ ~ ~ ~~~~~As 0 I Pollution I ~~~~~~~~Monitoring 04 Pollution Monitoring Plan Seasonally Yearly Yearly |Quarterly Note: Supervision Consultant would use the same format of the contractor to SC for Reoorting
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 responsible for implementation of all the mitigation and management measure suggested n EMAP. The NHAI is also responsible for implementation the complete resettlement and rehabilitation of all those affected by the project and is committed to ensure the income restoration of the project- affected and project-displaced families.
Lea Associates 35 EnvironmentalManagement Plan - PackageV 8 GrandTrunk Road Improvement Proect
The NHAI already has certain organizational and institutional capacity to be able to satisfactorily complete the impiementationof the EMAP and RAP. The capacity was mainly created due to the requirements of implementing the Third National Highway project (TNHP). TNHP precedesthe GTRIP, and the preparation and implementation of the RAP in GTRIP will benefitfrom that of the TNHP.The responsibilitiesof the NGO, the GRC and the District Level Committees is towards the implementation of RAP, However, for addressal of environmental issues 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. Creation of Post of Manager (Environment) for Package VB Each package has an Environment Manager to oversee the implementation of the EMP. In case of VB an additional post has been proposed to oversee the implementation of the mitigation measures in the sanctuary during construction and operation period.The Manager shall be responsiblefor interacting with the Wild Life Board periodically to ensure enforcementof the sanctuary management plan by the Wild Life Department. Formation of Sanctuary ManagementCommittee A sanctuary management committee shall overseethe proper implementation of the EMP in the sanctuary.The committee shall be manned by one official of the Bihar Forest Department(BFD), Wildlife Institute of India (Wil), a prominent local NGO and the Environment Manager of PackageVB and shall be convened by NHAI. The responsibilitiesof the committee include ensuring wide dissemination and agreement on the sanctuaryEMP, proper implementation and monitoring of the proposed EMP .The committee shall release funds to the Wild Life Deptt. for taking up the proposed works in the sanctuary and monitor progress of work.
1.S TRAINING The Environmental Unit at the NHAI headquartersand the PlUs, who would be responsiblefor the implementation of the EMP, needto be trained on the effective implementationof the environmentalissues. To ensurethe success of the implementationset up proposed,there is a high requirementof training and skill upgradation.
1.8.1 TRAINING ALREADY PROPOSEDUNDER TNHP As part of the TNHP, a training programme has been worked out incorporatesthe project needs as well as the intermediate-termcapacity building needs of the NHIAI.The programmeconsists of a number of training modules specific to target groups. The training would cover the basic principles and postulates of environmental assessment, mitigation plans and programmes (particularly the World Bank Operational Guidelines and National Policy Perspectives),implementation techniques, monitoring and management methods and tools. Looking into the potential requirementsof each of the target groups, severaltraining modules had been suggested as part of the TNHP. ModuleI: EnvironmentalOverview ModuleII: EnvironmentalRegulations and Acts Modulelil: Pollution ModuleIV: Environmental Impact Assessment ModuleV: Environmentalmanagement Plan ModuleVI: HighwayProjects and EnvironmentalIssues ModuleVII: Environmental Issues in the Project Module VIII: The EnvironmentalManagement Plan for HighwayProjects ModuleIX: Environmentally Sound Construction Management ModuleX Planningfor EnvironmentallySustainable Operation of Highways ModuleXl: LongTerm Environmental Issues in HighwayManagement
1.8.2 ADDITIONAL TRAINING 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 environmental issues related with road construction and both theoretical and practical aspects are covered. The Table 4 below gives the breakup of the proposed training under the GTRIP for various target groups: Table 4: Proposed training program under GTRIP S. No. ! Target group SubjectisS Method Time Frame I L 3 working days: at least . . EnvironmentalOverview: Environmental 3 monthsbefore the 1 AllNHAi staff, Supervisio Regulations,Highway reiated proiins mhofg varous Lectures beimpemntaiongof the 1 Consultants'EnvironmentalActs, EiA notific-ation,process and methodologyfor Lecursleginniaong of the Specialists EIA, EMPsand their use GTRIP
LeaAssociates 36 2o5 EnvironmentalManag&ment Plan - Package V B Granrf Trunk Road ImprovementProject
S. No. Target group Subject(s) Method Time Frame Ail anaersEnv) ~ Implementationof EMPs: NAllMngr( Env.PI)@ Basicfeatures of anEMP, Planning, designing 3 workingdays;
2 SupervisionConsultants am ecui M env m mltigabon ps and one month before the Environmental enhancementmeasures, monitoring and Seminars constructionbegins Specialists evaluationof environmentalconditions- durirg constructionand operation EnvironmentallySound Construction Practices: All Managers(Env.) @ Clean Highwayconstruction technology, NHAI(HQ & PIU), Alternativematerials and techniques for I week; SupervisionConsultants' highways,Waste managementand Seminars, Just before the 3 Environmental~ minimizationinconstruction, Pollution control Lecturesand bgnigo Specialists,Contractors' devicesand methods for construction sltes and Stvits construction staff equipment,Environmental clauses in contract documentsand their implications, Environmentalmonitoring during construction, ____ Bo_____Borrowarea & Construction camp management | _| MonitoringEnvironmental Performance All Managers(Env.) @ during Construction: NHAI (HQ & PIU), Air, Water and Noise Monitoringrequirements Lectures, 2 days 4 SupervisionConsultants' and techniques,Evaluation & Review of results, Workshopsand During initialphases Environmental Performanceindicators and their applicability, Site visits of construction Specialists correctiveactions possible,reporting .__ .__ requirements and mechanisms Long-termEnvironmental Issues in Highway Management: Designingand implementingenvironmental surveys for ambientair, noise, biologicaland 3 days All Managers (Env.) @ waterquality surveys,data storage,retrieval Workshopsand During NHAI (HQ & PIU) and analysis,contract documentsand Seminars implementationof environmentalclauses, Risk assessmentand GTRIP management,contingency planning and management,Highways as assets- management and value addition Short term forrnaltraining abroad: EnvironmentalImpact Assessment- New 2 positions from all Methodsand implicationsfor highwayprojects, Seminars, Durationof the 6 9 Managers(Env.) @ modelingpollutant behaviour, cases may Workshops,site course(max. 3 I NHAI (HQ & PIU) includeimplementation of EMPsand RAPs on visits months) similarprojects-financed by the WB or other l______institutions. positonfvm all Full lengthformal training abroad: FormalClasses, 17poitinagfrom all.) EnvironmentalAssessment, Highway planni'ng Seminars,sit~e Eniedrto fth NHAI (HQ & PIU) and environment,infrastructure development visits course(1-2 years) ______and environmental implications, The cost for the entire training programme will be Rs.2.1 million which has been apportioned to the budget of each contract package equally.
1.8.3 Logistical SupportRequired The variousitems that need to be procuredfor the EnvironmentalUnit are listed below: * The environmentcell at the PIU will require a vehicleto 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 documentationunit 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 environmentalwing. These could include Caline (for air pollution modelling from traffic pollution), Sound 32 (for traffic noise) and a fugacity-basedmodel (for predictingthe behaviour of volatile/hazardous material that might spill on the road). * A well-stocked library with books and manuals related to environmental impacts of infrastructure in generaland roads in particular,would be an advantage.
Lea Associates 37 zoJ EnvironmentalManagement Plan - Package V B GrandTrunk Roadimprovement Project
1.9 ENVIRONMENTALMONITORING PLAN
The purpose of the monitoring programmeis to ensure that the envisagedpurpose of the project are achievedand result in desired benefitsto the target population.To ensurethe effectiveimplementation of the EMP, it is essential that an effective monitoring programmebe designedand carried out. The broad objectivesare * To evaluate the performanceof mitigationmeasures proposed in the EMP • To evaluate the adequacyof EnvironmentalImpact Assessment * To suggestimprovements in managementplan, if required * To enhanceenvironmental quality * To satisfy the legal and communityobligations.
1.9.1 PERFORMANCEINDICATORS (PIS) The physical, biological and social componentsidentified as of particular significancein affecting the environmentat critical locations have been suggestedas 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 around sensitive locations. * Replantationsuccess I survival rate Erosion indices * Restorationof borrow pits * Sedimentationrate in the downstreamwhere bridges,culverts, etc are built * Vital statisticson health * Accidentfrequency Followingsub-sections describe each of these Pls in detail.
1.9.2 AMBIENT AIR QUALITY (AAQ) MONITORING Ambient air quality parameters recommended for road transportationdevelopments are Respirable Particulate Matter (RPM), Suspended Particulate Matter (SPM), Carbon Monoxide (CO), Oxides of Nitrogen (NOt), Hydro-Carbons(HC), SulphurDioxide (SO2) and Lead (Pb). These are to be monitored at designated locations starting from the commencementof construction activity. Data should be generatedover three days at all identified locationsin accordanceto 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 Sernsitive Industrial Residential Method of measurement Weighted Area Area Rural &other Sulphur Diox.ide(SO,) Annual' 15 ug/m' 80 pg/m3 60 kg/rm ImprovedWest and Gaeke method 24 hours** 30u/mle 120ua/om3 90ua/m 3 Ultravioletfluorescence 3 3 Oxides of Nitroaen (No,) Annual& 15 UaIM3 80 ualm 65 Li/rn Jacob and Hochheiser 24 hours*' 30 ua/m3 120 ua/m3 91 uo/rn3 Gas phase Chemiluminescence CarbonMonoxide (COi 8 hours" 1000 5000 uoa/rn' 2000 ua/m3 Non dispersiveinfrared 3 3 ______. 1 hour 2000 1000 uo/m' 4000 uatmr spectrascoppy Lead (Pb) Annual* 0.50 pg/rm 1.0 jg/mr 0.75 ug/m3 AAS Method 24 hours after __9IM3 -.5 gg/M3 1.00 pg/M3 sampling using EPM 20000 or 24 hours- 0.75 pg/r 1.5 pg/n 1.00 pg/r equivalentfilter paper
3 3 3 Resvirable Particulate Annual* 50 uo/m 120 uo/m 60 uoIm tRPM)- Size less then 10 24 hours- 75 pg/rm 150 Dig/m3 100 pg/rnM Lea Associates 38 Environmental Management Plan - Package V B Grand Trunk Road improvement Project
Pollutants Time Sensitive Industrial Residential Method of measurement Weighted Area Area Rural&other SuspendedParticulate Annual* 70 com3 360 olm3 140 uo/m3 Average flow rate not less than Matter (SPM) 24 hours'' 100 ua/ml 500iuo/m . 200 uolm3 1.1 cu.m I minute
Source Anon 1996-97, National Ambient Air Quality Monitoting Senies NAQMS/a/l996-97, Central Polluvion Controt Board, Delhi.
*Average Arithmetic mean of minimum 104 measurementin a yeartaken for a week 24 hourly at uniform interval. '24 hourly/Shourly values should meet 98 percentof the timein a year
1.9.3 WATER QUALITY MONITORING The physicai and chemical parameters recommended for analysis of water quality relevant to road development projects are pH, total solids, total dissolved solids, total suspended solids, oil and grease, COD, chloride, lead, zinc and cadmium. The location, duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plan (Table 8) The monitoring of the water quality is to be carried out at all identified locations in accordance to the Indian Standard Drinking Water Specification - IS 10500: 1991 (stated in Table 6)
Table 6 IndianStandard Drinking Water Specification-IS10500:1991 Permissible Si. Substance or Requirement Undesirable Effect Limit in the Methods of ISubstCarateoric (Desirable Outside the Desirable Absence of Test (Ref. To Remarks No. Characteristic Limit) Limit Altemnate IS) Source EssentialCharacteristics 1 Colour, Hazen 5 Above 5, consumer 25 3025 (Part 4) Extendedto 25 only if toxic units,Max. acceptancedecreases 1983 substancesare not suspected, in absence of alternatesources 2 jOdour Unobjectionabl , 3025 (Parts a) Test cold and when heated e 5):1984 b) Test at several dilutions 3 iTaste Agreeable 3025 (Part 7 Test to be conductedonly and 8) aftersafety has been 1984 established 4 Turbidity NTU, 5 Above 5, consumer 10 3025 (Part 10) Max. acceptancedecreases 1984 5 tPh Value 6.5 to 8.5 Beyondthis range,the water No relaxation 3025 (Part 1i1) |will affect the mucous 1984 membraneand/or water jsupply system 6 Total hardness 1300 Encrustationin water supply 600 3025 (Part 21) (as CaGO4) structure and adverse 1983 MG/I, Max effects on domesticuse 7 !Iron (as Fe) 0.3 Beyondthis limit 1 32 of 3025: mg/1. Max taste/appearanceare 1964 affected,has adverse effect on domesticuses and water supplystructures, and promotesiron bacteria 8 Chlorides las Cl) 250 Beyondthis limit,taste, 1000 3025 (Part mg/l. Max corrosion and palatibilityare 32) affected 1988 9 iResidual free 0.2 3025 (Part 26) To be applicableonly when ichlorine, mg/i, 1986 water is chlorinated.Tested Min at consumer end. When protection againstviral infection is required. it should be Min 0.5 mg/i Desirable Characteristics 1 Dissolvedsolids 500 Beyondthis palatability 2000 13025(Part 16) mgi1. Max decreasesand may cause 1984 gastro intestinalirritation
Lea Associates 39 EnvironmentatManagement Plan - Package V B Grand TrunkRoad ImprovementProject
Permissible SI. Substanceor Requirement Undesirable Effect Limit in the Methods of No. Characteristic (Desirable Outsidethe Desirable Absenceof Limit) Limit Alterna~te Test IS)(Ref. To Remarks Source
2 Calcium (as Ca) 75 Encrustationin water supply 200 3025 (Part 40) - mg/l, Max structureand adverse 1991 effects on domesticuse 3 Magnesium(as 30 Encrustationto water supply 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 discolorationanr! corrosion 1964 of pipes, fittingand utensils will be caused beyondthis 5 Manganese(as 0.1 Beyondthis limit 0.3 35 of 3025: Mn) mgil, Max taste/appearanceare 1964 affected,has adverse effectson domesticuses and water supplystructures 6 Sulphate(as 200 200 Beyondthis causes gastro 400 3025 (Part 24) Maybe extended up to 400 SO) mg/i. Max intestinalirrrtation when 1986 provided (as Mg) does not magnesiumor sodium are exceed 30 present
7 Nitrate (as NO2) 45 Beyondthis 100 3025 (Part34) mgil, Max methaemoglobinemiatakes 1988 place 8 Fluoride(as F) 1 Fluoride may be kept as low 1.5 23 of 3025- mg/il, Max as possible.High fluoride 1964 may causefluorosis 9 Phenolic 0.001 Beyondthis, it may cause 0.002 54 of 3025: compounds(As objectionabletaste and 1964 CsHsOH)mg/l. odour Max 10 Mercury (as Hg) 0.001 Beyondthis, the water No relaxation (see Note) To be tested when pollutionis mg/i. Max becomestoxic Mercuryion suspected analyser 11 Cadmium (as 0.01 Beyondthis, the water No relaxation (See note) To be tested when pollution is Cd). mg/i, Max becomestoxic suspected 12 Selenium(as 0.01 Beyondthis, the water No relaxation 28 of 3025- To be tested when pollution is Se). mg/i, Max becomestoxic 1964 suspected 13 Arsenic (As As) 0.05 Beyondthis, the water No relaxation 3025 (Part 37) To be tested when pollutionis mgrl 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/i. Max becomes toxic 1986 suspected t 5 ILead (as Pb). 0 05 Beyondthis limit,the water No relaxation (see note) To be tested when pollution is mg/l. Max becomestoxic suspected 16 'Zinc (As Zn) 5 Beyondthis limit it can 15 39 of 3025: To be tested when pollution is IUg'1.Max cause astringenttaste and 1964) suspected an opalescencein water 17 Anionic 0.2 Beyondthis limit it can 1 Methiylene- To be tested when pollution is detergents(As cause a light froth in water blue extraction suspected MBAS)mg/i. | method
:Max i 18 Chromium (As 0.05 Maybe carcinogenicabove No relaxation 38 of 3025: To be tested whenpollution is ,Cr-+) mg/i. Max this limit 1964 suspected 19 ;iPolynuclear . Maybe carcinogenicabove . . Iaromatic this limit |hydrocarbons (as PAH) g9l. Max . 20 IM.neral oil mg/i. 0.01 Beyondthis limit undesirable0.03 Gas taste and odour after Chromatograp chlorinationtake place hic method 21 Pesticdes mg/i. Absent Toxic 0.001 iMax
Lea Associates 40 Environmental ManagementPlan - Package V B Grand TrunkRoad ImprovementProject
Permissible SI. Substanceor Requirement UndesirableEffect Limit in the Methods of No. Characteristic (Desirabte Outside the Desirable Absenceof Test (Ref. To Remarks Limit) Limit Altemate IS) Source 22 Radioactivematerials: 58 of 3025:01964 23 a) Alphaemitters _ 0.1 Bq/l, Max
24 Beta emiters 1 - pci/i, Max 25 Aluminum(as 200 Beyondthis limittaste 600 13 of Al), mg/l, Max becomesunpleasant 3025:1964 26 Aluminum (as 0.03 Cumulativeeffect is reported 0.2 31 of 3025: Al), mg/l, Max to cause dementia 1964 27 Boron,mg/i, 1 -5 29 of 3025: Max 1964 Sourceindian Standard Dinking Water Specification-IS o50oo 199i
1.9.4 NOISELEVELS MONITORING The measurementsfor monitoring noise levels would be carried out at all designated locations in accordanceto the Ambient Noise Standardsformulated 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 " slow time responsemode" 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 Noise LevelStandards (CPCB) Km. Noise level for Day Noise levelfor Time Leq dB(A) Niqht Time dB(A) Industrialarea 75 70 'ommercial area 65 55 :Zesidentiaf area 55 45 iilenrlc zone I 50 40 Daytime - 6o00am - 9.00pm (15 hours) Nighttime - 9o00pm - 6.00am (9 hours)
1.10 MONITORINGPLAN The monitoringplan for the variousperformance indicators of the projectin the construction and operationstages is summarisedin the Table 8.
Lea Associates '1 1 wJ?= D EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
Table 8 Environmental Monitoring Plan Env Project MONITORING Institutionalresponsibility componont Stago Parameters Special Guidance Standards Location (Chainage) Frequency Duration Implementation Supervisicr I High volume sampler 3 5PM,~~ito be located 50 m Air (Prevention Wherever the catacto3r-,sape Cotinos 24 Cnrco RSPM,SO&, from the plant in the and Control of d perWdayonce hors or for 1 fl through approved PIU, NHAI/ 1,10, CO, downwinddirection. Pollution)Rules, planesto oaete3o i vryearsonfr hus rfrIfl oioigEgne HC Use method specified CPCB, 1994 P 3 years ay agency Construction by CPCBfor analysis - ____ _ stage High Volume Sampler to be located 40 m Air (Prevention 3 samples per Continuous24 Contractor from the plant in the and Control of Stretch of the roadwhere day, once every hours/ or for 1 full through approved PIU, NHA SPM, RSPM downwinddirection. Pollution)Rules, constructionis in progresssite monthfor 3 w orking ull monitoring Engineer Air Use method specified CPCB, 1994 years working day agency byCPCB for analysis 3 samples per i) Near a hot mix plant within day, once every the sanctuary ~ km. 251/300 alternateyears Operation SPM, High Volume Sampler Air (Preventi'on (ii) At a curve ~ km. 290/800 upto 2006, then Cniuu 4PU HINA Operation RSPM, to be located at 15 m and Control of (iii) Near a pond@ km. everythird yen Continuous24 PIU, NHAI NHAI stage NO,, GO, from the edge of Pollution)Rules, 304/400 until 2015 and hours Pb, HC pavement CPCB, 1994 (iv) Near settlement @ km. then every fifth 309/200 year until 2025 at 4 locations pH, BOD, Grab sample collected ConstructionCOD, TDO, analysore asnpe Water quality (i) Pond @km. 304/500 Once every year throughapproved PIU, NHAI/ ConstructaongeeOsi t andard Met standardsby (ii) Tilaiya reservoirl km. for 3 years at 2 monitoring Engineer Greaseand Examinationof Water CPB2900octnsany Pb. andWastewater ._._En_of_smmer_ End of summer before the onset Water ~~~~~~~~~~~~~~~~~~~~~~~~~~~~ofmonsoon Quality pH, Grab sample collected every alternate HBO,COD,T from sourceand Water quality (t) Pond @ km. 304/500 year until 2006, Operation DS,TSS, analyseas per standardsby (ii) Tilaiya reservoir@ km then every third NHAI NHAI stage DO, Pb Oil StandardMethods for CPCB 279/000 year until 2015 and Grease. andWastewater fifth year upto 2025 at 2 locations _ Readingsto be Nr isefield Ievelsat 1 m fromFree taken at 15 Contractor levels Noiselire standardswnose As and when ~~~~~~~~~~~secondsinterval throughapproved PIU, NHAI/ Noiselevels Construction Noise tteFrels feldt 1pmenfrome Niesadrs A qifPl at sadwe ni~e Noise levels Construction on dB (A) nsrdl.eBipmn ate. b At equipmeaetyards necessa for 15 minutes monitoring ngineer scale determrined every hour and agency
_,__.,____ I_. ~. ~. __. _ ___ . hen averaed. _.______.__ _ ._._t___h______42aAsoc.ater 42 Environmental Management Plan - Package V 8 Grand Trunk Road Improvement Project
EnvI~~~ Project MONITORING ______Institutional_responsbl component Stage Parameters Special Guidance Standards Luenc Implementation Supervision Equivalent noise - Readings to be Noise levels levels using an Once every four taken at 15 Contractor Nolsd levels integrated noise level Noise standards As directed by the Emgineer onths for 3 seconds interval through approved PIU, NHAI/ onsca)e meter kept al a by CPCB AdietdbthEnner years at 7 for 15 minutes monitoring Engineer scale distance of 15 from locations every hour and agency edge of pavement _ then averaged. _ (i) Near a Dhaba within the sanctuary @ km. 244/400 Once every (ii) In 8halua village @ km. alternate year Readings to be Equivalentnoise 247/600 until 2006, then Rednstbe Ctrco OperatinNoise levels levels using an (iii) Near hot mix plant @ km. every third ~ear seodtnevltaken at 15 hrough anEnierP1 OperationOperation(A) Nons leB l integratednoise level Noise standards 2511300 untilEn2015r,and stage scale meter kept at a by CPCB (iv) Vertical curve @ km. then every 5th for 15 minutes approved NHAI distance of 15 from 261/500yerutl22 evyhoradgnc edge of pavement (v) Near school in Chaupran @ year until 025 then averaged. monin km. 267/100at7lctos teavrgd (vi) Curve § km. 290/800 ______Threshold____for _ (vii) Settlement @ km. 309/200 Threohold for
Sample of soil each contaminantContractor COnstructionConsruGion ofMonitoring Pb, Cr, andcollected analysed to acidifieduig databaseset by IRIS of Atabutting productivetraffic agricultural detours and lands locationsMax of 5 for approvedthrough anNI EngAiner stage~ ~ ~ ~ ~ ~~sig USEPA until traffic diversions,to be each of the 3 monitoring -NA stage nCd absorption national identified by the Engineer s agency spectrophotometry standardsare
Soil ~ ~ ~ ~ - - -- Thresholdp~romulgated. for Sampleof soil each contaminant NA,truha Monitoring collected h acidified set by IRIS At accident / spifl locations As per the De paroue g NHAI Operation of heavy n edatabase of a stage metals, oil an nlsduig USEPA until involvingbulk transport occurrenceof -monitoring and gease absorption national carryinghazardous materials such incidents agency andgrease spectrophotometry standardsare ______~~~promulgated. ______Pre- Monitoring It should be ensured As laid out in the During the felling Forest Construction of felling of that only those trees Detailed Design All along the corridor oftesDepartment PIU, NHAI Stage trees that are marked are for the project o re felled.____ Road side Surival rate The number of trees The survival rate plantation Oprtolftcsvstshudh ftrees sriigdrneah holhetleasthudb tINHAI At locations of comipensatory Every year for _ NHAI Operation Successof vsthol e70% below which patto stage re- comparedwith replantationshall plnainyears vegetation numberof saplings b oe
43 EnvironmentalManagement Plan - PackageV B Grand TrunkRoad /mprovementProject
1.11 BILL OF QUANTITIES
1.11.1 SPECIFICENHANCEMENT SITES The specific enhancementsites selectedfrom the field suivey have been treated with a view to retain their unique character while allowing the road-userto identify the continuumalong the Grand Trunk Road The enhancements have been based on certain common elements, which have been used throughout all the packages of the GTRIP. Based on the treatment envisaged, Bills of Quantities of various items have been prepared for each site. The Table 9 summarizesthe various quantities for packageV B and can be used in conjunctionwith the drawingsfor constructionon site.
Table 9 SummaryBill of Quantitiesfor Specificenhancement locations
S. No. Description Unit S. No. Description Unit Chainage 300.000 - Curb stone m 18.80 1 Paving Type 2 Sq.m 54.50 5 Crashbarrier m 6.00 P.C.C. 1:3:6 Cu.m 4.09 Chainage 252.000 2 Hand Pump Type 3 1 Excavation Cu.M 4.14 Excavation Cu.m 1.26 2 P.C.C..1:3:6 Cu.m 9.66 P C.C. 1:3:6 Cu.m 1.71 3 RailingType 2 m 10.00 Brick work Cu.m 0.52 4 Cementtile Type 2 Sq.m 95.63 Plaster Sq.m 17.24 5 Handpump Type 1 Chainage 275.820 Excavation Cu.m 1 26 1 Paving Type 3 Sq.m 58.42 P.C.C. 1:3:6 Cu.m 1.71 P.C.C. 1:3:6 Cu.m 4.38 Brick work Cu.m 0.52 2 Hand Pump Type 2 Plaster Sq.m 17.24 Excavation Cu.m 2.72 6 Planter Brick work Cu.m 3.46 Excavation Cu.m 28 89 Plaster Sq.m 15.16 Curb stone Lm 62.00 PC C (M15) Cu.m 0.11 7 SeatingType 3 PVC pipe Lm 1.00 Earthwork Cu.m 7 36 Aggregate (12mm) Cu.m 0.03 P.C.C.. 1:2:4 Cu.m 2 42 Geosynthetic filter fabric Sq.m 0.94 P.C.C.. 1:3:6 Cu.m 0.55 3 Crash barrier Lm 18.70 Brick Work Cu.m 100 4 Seating arrangement Earth filling Cu.m 5.71 Excavation Cu.m 2.20 Plaster Sq.m 9.54 P.C C.. M15 Cu.m 0.56 Chainage 271.250 Stone slab Sq.m 3.80 1 PavingType 1 Sq.m 8 25 5 Planter P.C.C.. 1:3:6 Cu.m 062 Excavation Cu.m 13.70 2 Handpump Type 2 Curb stone Lm 29.40 Excavation Cu.m 2.65 Chainage 263.190 |PCC ... 1:3:6 C u.m | 1.57 1 Paving Type 1 Sq.m 44.791 R.C.C. Cu m 0 11 P.C.C. 1:3:6 Cum 3.36 Brick work Cu.m 0.94 2 SeatingType 3(round) Plaster Sq.m 6 28 Excavation Cu.m 6.30 PVCpipe Lm I 1.00 P C.C. M15| Cu.m 1.67 Aggregate(12mm) Cu.m 0 03 P C C 11.36 Cu.m 0.5! | Geosynthetic filter fabric Sq.m 0,94 Brick work Cu.m 7.58 3 PavingType 2 Sq.m 31.34 I fillingEarth 9.181 j-Earth filling |- ~~Cu.mCum| 1 P.C.C..1:3:6 Cum2.35 Plaster Sq.m 13.621 4 Draintowards ditch Brick paving Sq.m 8.60 Excavation Cu.m 1.01 3 | Seating arrangement P.CC..C1:4:8 Cu m 0 25 Stone slab Sq.m 1.90 Brick work Cu m 0.41 4 Planter Plaster Sq m | 2.70 - Excavation Cu,m 8.76 5 Seating arrangement t _ __-_
44 g EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
S. No. Description Unit . S. No. Description Unit |_ Excavation Cu.m 0.55 4 Shrubs No. 11 .0t PC CC..M15 Cu.m 0.14 5 Amaltas tree No. 20.00 Brick work Cu.m 0.63 Chainage 292.400 Plaster Sq.m 2.22 1 Canopy Nos. 2.00 Stone slab Sq.m 0.9 Excavation Cu.m 77.76 Chainage 274.630 P.C.C. 1:4-8 Cu.m 9.24 1 RailingType 3 RCCM15 Cu.m 39.74 Excavation Cu.m 0.20 Brick work Cu.m 7.70 P.C.C.. 1:4:8 Cu.m 0.20 FlooringType 2 Sq.m 50.00 Railing Lm 15.50 Plaster Sq.m 55.12 2 Drain towardsditch Lm 12.50 Steel Tonne 1.40 Excavation Cur.m 0.33 Earthfilling Cu.m 9.98 P.C.C.. 1:4:8 Cu.m 1.08 2 Seating 3 Flowerbed Sq.m 4.84 Excavation Cu.m 0.55 4 Tree Seating Type P.C.C.M15 Cu.m 0.14 Excavation Cu.m 14.65 Brick work Cu.m 0.63 P.C.C . M15 Cu.m 3.29 Plaster Sq.m 2.22 P.C.C.. 1:3:6 Cu.mr 1.35 Stone slab Sq.mn 0.95 Brick work Cu.m 13.96 3 PavingType 1 Sq.m 574 59 Plaster Sq-m 10.54 P.C.C. 1:3:6 Cu.m 43.09 Earthfilling Cu.m 2.20 4 PavingType 2 Sq.m 75.93 Brick paving Sq.m 8.93 P.C.C. 1:3:6 Cu.m 5.69 5 Cementtile Type 2 Sq.m 56.91 5 Planter FP.C.C.1:3:6 Cu.m 4.27 Curb stone Lm 55.84 Chainage 303.750 Excavation Cu.m 26.02 1 Paving Type 2 Sq.m 107.63 P.CC. 1:4:8 Cu.m 4.19 FPC C 1:3:6 Cu.m 8.07 Earthfilling Cu.m 22.34 2 Handpump Type 2 6 Guard rail Lm 82.20 Excavation Cu.m 2.65 7 Covereddrain P.C.C 1 3:6 Cu.m 1.57 Excavation Cu.m 0.56 R.C.C M1S Cu.m 0.11 P.C.C. 1:3:6 Cu.m 0.25 _ Brick work Cu.m 0.94 7 Tree SeatingType 1 (Square) I Plaster Sq.m 6.28 Excavation Cu.m 24.03 lPVC pipe Lm 1.00 P.C.C.1:2:4 Cu.m 4.44 Aggregate,12mm) Cu.m 0.03 P.C.C.1:3:6 Cu.m 2.65 fGeosyntheticfilter fabric Sq.m 0.94 Brick work Cu.m 15 9 3 i SeatingType 3 | Earthfilling Cu.m 1084 Excavation Cu.m 7.36 Plaster Sq.m 15 18 PP.C.. 1:3:6 Cu.mr 0.55 8 Tree SeatingType 3 (Square) F P.C.C.. M15 . Cu.m |_2.4__ Excavation Cu.m 1472 Brick work Cu.m 10___0 CC 1:2:4 |48 Earth filling Cu. P.C.C.1:2:44 1 Cm 110 iPlaster S_P____i____um ,1 JF Plaster . Sq.m { 9.5' Brick work Cu.m 20.06 4 Seating _ - Earth filling | Cu.m 11.42 I Excavation Cu.m 0.55 Plaster Sq.m 19.08 F.C.C. M15 Cu.m 0.14 9 W Brick work Cu.m 0.63 Bk.Wo Cuhin4. | _ l ~~~~~~Work Cu.m Plaster ~ ~ ~~~~~~~~~~~~~~~Bk.4.20 Sq.m 2.22 Plaster | Sq. _| _.0 Stone slab Sq.m 0.95 1 B t t : _ ~~~~~~~~~~IBig tree ~ ~ ~~~~~~~INos. I ~~10 1 5 RailingType I Lm 61.25 C 927 l ' + ~~~~~~~~~~~~~Chainage292.700 |Excavation Cu.m | 1.6' 1 { PavingTypel Sq.m 176.12 |P.CC.. 1:4:8 Cu.m | 1.65 FP.C.C. 1:3:6 Cu.m 13.21 ______tRailing Lm 61.25 2 PavingType2 Sq.m 207.4 IChainage 244.200I I Chana24420 ' . FP.C.C. 1:3:6 Cu.m 15.56 |1 j Brick ptching | Sq.m | 91.53 3 AmaltasTree j No. 1 6 00l 2 Curb stone I Lm 1 122.67 4 Turfing Sq.m 59 | 3 Signage j No. 2.0( ' '____ ' :2___ 4I5Assnates 45 EnvirunmentalManagement Plan - PackageV B GrandTrunk Road Improvement Project
S. No.Descrption Ui S. No. Description Unit _ _ S ~~~~~~~~JTree No. 1.00o 5 Amaltastrees No. 10-00 Chainage 310.900 6 Brick on edge j Lm I 140.90 I Brick edging Lm 42.87 Ctiainage_292.300____ 2 Brick work Cu.m 4.95 1 PavingType 4 Sq.m 1427.00 3 Island P.C.C.1:3:6 Cu.m 107.031 Curb LM 14.661 2 ConcretePaving Sq.m 793 00 B-rickwork Cumn 1.33 P.C.C. 1:3:6 Cu.m 59.48 4 Plastering Sq.m 60.00 Slope protection with .m 508 Chainage305.800 concreteblocksS.m 508 1 Turfing Sq.m 531.11 4 Tamarindtrees No. 3 2 Concrete paving Sq.m 380.00 5 Amaltas trees No. 4 _ P.C.C. 1.3:6 Cu.m 28.501 6 Mangiferaindica N-o 12 3 11Guardrail Lm 84.701 7 Tree seatingType 3 4 Tree seating Type 3 (Square) Earthwork Cu m 7.36 Earthwork Cu.m 22.08 P.CC. 1:2:4 Cu.m 2.42
____P.C.C. 1:2:4 Cu.m 7.26 P.C.C. 1:3:6 Cu.m 0.55
____P.C.C. 1:3:6 Cu.m 1.65 Brick work Cu.m 10.03
____Brick work CU.m 30.09 Earthfilling CU.m 5.71
Earthfilling Cm - 1.3Plaster jSq. m 9.54 Plaster Sq.m 28.62
1.11.2 TYPICAL ENHANCEMENTELEMENTS The typical mitigationlenhancementdesigns were preparedusing informationcollected during the field visit with a viewto allowthe local communitiesand the road-usersto enjoy the benefit of a better corridor of movementwhile ensuring their safety. An additionalaim was to try and mitigate the 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 mitigationtenhancement.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 Typicalenhancement elements
No. Item Unit Quantity No. IItem unit Quantity Drawing T-1, Dog leg for accessrestriction 7 R. C C pipe (0 9m. (1) INo I
1 Excavation Cu. M. 3.67 DrawingT-5, Cascade (10 m wide) ______2 P C C. (M 20) Cu. M. 0.78 1 Brickwork Cu. m. 27.00 3 Brick bats Cu. M. 0.40 2 {P.C C. (1:3:16) I Cu. M. 1450 4 Brick worK Cu. M. 4.03 3 jP.C.C. (1:2:4) Cu. M. 5.40 5 ,Cement tiles Sq.M. 2.26 4 Plaster Sq.m. 126.00 6 PRastering Sq.M. 20.48 DrawingT-7, Barrierto prevent garbagedumping '7 P CC. (M 20) Cu. m. 0.13 1 Excavation Cu. M. 508.50
Drawing T.2, RamnpedAccess 2 Filling .Cu. M. 16150 1 Excavation Cu. M. 5.25 3 Brickwork ICu M. 63061 2 PC C ~(M201 Cu.M. 2.97 i4 CC(M0IC..m. 11389 3 Cement Tiles Sq.M. 20 5 Soil for vegetation j.Cu.m. 37 26 .4 Hume Pipe (0.9 m. 0) No.(3.5 1 6 R. C. C_ Cum.M. 20 48 ______m Iong) __ _ _ _7 Cement tiles . Cu. M. 538.50
Drawing T-4, SedimentationChamber _____ 8 RammedBrickbats Cu. M. 536.50 1 Excavation Cu. M. 27.24 9 25mi ieM. 62 63 2 P C, C. Cu. M. 1.54 DrawingT-8, HandpumpType -I 3 R. C. C. Cu. M. 8.81 Excavation Cu rn. 2.65 4 ,Iron rungs No. 7 2 P.C. C. fCuM. 1.~57 3 5 PlRaster Sq.M. 2.4.4 3 R. C. C. Cu. M, 0.11 6 C. I. Pipe10.9 m. 0) No. 1 4 Brickwork Cu. m. 0.94
I .a A~t-triaf£s 46 EnvironmeaitalManagement Plan - Package V B GrandTrunk RoadImprovement Project
No. ~~~~Item Unit Quantity No. Item Unit Quantity 5 Plaster Sq. m. 6.28 5 Plaster Sq. m. 10.54 6____P. V. C, pipe M. 1.0 6 Earthfilling Cu. M. 2.20 7 Aggregate (12 mm) Cu. M. 0.30 7 Brick paving Sq- m. 8.&93 8 Fabric {Geosynthetic Sq.m. 0.94 DrawingT-19, Seating type T-3 ____ Drawing T-9 (i),Handpump Type -2 ____ 1 Excavation Cu.M. 5.20 1 Txcavation [Cu. M. 1.49 2 P. C.C. (M 20) Cu.M. 1.39 2 P.CC. [.Cu.M. 1.49 3 P. C.C.(M 15) Cu.M. 0.55 3____Brickwork jCu.M. 0.58 4 Brickwork Cu. M. 6.32 4___ Plaster [Sq. m. 8.54 5 Earthfilling Cu. M- 9.18 DrawingT-9 (ii), HandpumpType -3 6 Plaster Sq.- M. 9.18 1 Excavation Cu. M. 1.86 7 Brick Paving ISq. m. 8.60 2 P. C. C. Cu. M. 1.86 DrawingT-20 (i), Seatingtype T-5 3 Brickwork Cu. nM. 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-1 2, SimpleSeating ____3 Brickwork Cu. M. 15.91 1 Excavation Cu. M. 0.55 4 P. C. C. (M 15) LCu.M. 0.30 2 P. C. C. Cu. M. 0.14 5 Earthfilling Cu. M. 10.18 3 Brickwork Cu. M. 0.63 8 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 Brick,work Cu. M. 10.04 2 P. C. C. (1:3:6) Cu. M. 2.05 4 P.C. C. (MIS5) Cu. m. 0.55 3 R.CC Cu. M. 11.82 5 Earthfilling Cu. m. 5.41 4 S.M. pipe ~ Kg 16 6 Plaster Sq. m. 9.54 5 Manholecover (1.3x0.7) No. 1 Drawing T-21, Seatingtype T.7 6 Manholecover No. 1 1 Excavation Cu. rm. 12.29 (1.6x ______.775 _____ 2 P. C. C. (M 20) Cu. m. 2.84 7____Gravel ______Cu. M. 1.72 3 Brickwork Cu. m. 10.73 ____ 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, Planterdetail (for 10 sq. in.) ____ 6 Plaster Sq. m. 11.33 1 Excavation Cu. M. 4.66 DrawingT-22, Well Shafttouching ditch 2 P. C C. Cu.M. 0.75 1 P. C. C.(M 15) Cu-M. 2.49 3 CementTiles Sq. M. 10.00 2 P. C. C. (M 20) Cu. M. 0.38 4 Kerbstone No. 20 - ~ 3 Brickwork CU.M. 4.25 -Earth filling Cu. M. 4.00 4 Plaster Sq. M. 46.79 Drawing T-16, Gabion Box Structure 5 Earthfilling Cu. M. 5.0 1 Random Stone C.m 6356 R. C. C. pipe (0.9 m 0~) No. 1 i4NaturalSoi C.m 085DrawingT-23A & T-23B 3 Wire Mesh box Sq.M. 16.40. 1 P. C.C.(M 15) Cu.M. 0 77 Drawing T-17, Silt fencing (unit as persketch) 2 P, C. C. (M 20) Cu. m. 0.16 1 Angles (25x25x3 mm) M. 4.43 i3 Brickwork Cu, M. 3.03 2 __ Geosyntheticfabric Sq.m. 1.85 4 Plaster Sq. M. 20.70 3 1Supporting mesh Sq. m. 2.00 GrvlDebris CU. M. 5.17 4 Bolts No. 1 6 Ditchtiling (for 10 m) Sq. m. 15.0 5 ~ Bnigwr Kg j0.25 L7 Design Retainingwall No 1 D75rawingT.18 {i), Seating type T-1 ______Drawing _T-24.Recharging pit for urban drain 1 Excavation Cu.M. 20.90 I Excavation Cu. 2 M. 0.57 PCC.(M20) Cu.~~ 38 ~~~M. 2 P. C.C. (M 15) Cum.M 0.37 3 P. C, C. (M__ __ ~ 89_ __20 ______3__ _ Brickwork Cu. M 15.96 4 Plaster Sq. M. 10.61 5__Earth filling Cu. M. 10.84 5 Aggregate Cu. M. 0.57 ___ Plaster______Sq. M. 15.18 6 Geosyntheticfabric Sq. M.J75 Drawing T-1 8 (ii), Seating type T.2 ______DrawingT-25, Washing platform ____ 1 Excavation Cu. M. 14.65 1 Ecvation Cu. M. 9.89 P.1PC C. (M20) CU.M. 3.29 I2 P. C. C. (M 15) Cu. M. 2.56 IP.C-C~ (M 15) Cu.M. 1.35 13 R.C. C. Cum.M. 247 4 Brickwork Cu. M. 13.96 4 Stone Masonry CU~.m. al,Z Ig As 3dL 47 EnvironmentalManagement Plan - Package V b Grand TrunkRoad ImprovemeuftProject
No. Item Unit Quantity No. Item Unit Quantity DrawingT-26, Oil Interceptorfoi parkingareas, etc. DrawingT-28, Railing 1 Excavation Cu. m. 0.47 1 Excavation Cu. m. 0.13 2 P.C.C.(M15) Cu.m 0.49 2 P. C.C. C(u.m 0.13 3 Brickwork Cu. m. 0.40 3 Lengthof railir.g m. 10 4 Plaster Sq. m. 2.34 Drawing T-31, Canopy 5 Pipe (0.1 m0) M. 0.10 1 Excavation Cu. m. 38.88 6 Lid (M. S. - 5 mm th.) No. 1 2 P. C. C. Cu.m. 4.62 Drawing T-27, Typical paving with cement tiles(10 mi2 ) 3 R.C. C. Cu. m. 19.87 1 Excavation Cu. m. 0.75 4 Flooring Sq. m. 25.0 2 P. C. C. Cu. m. 0.75 5 Plaster Sq. m. 201t6 3 Tiles Sq. m. 110 6 Steel Kg 700 1.12 ENVIRONMENTALMANAGEMENT- BUDGET The environmentalbudget for the various environmentalmanagement measures proposed in the EMP, is detailed in Table 11. There are severalother environmentalissues that have been addressedas part of good engineeringpractices, the costs for which have been accountedfor in the EngineeringCosts.
I .a Asorates 48 EnvironmentalManagement Plan - Package V B Grand Trunk Road ImprovementProject
Table 11 Environmental Budget for Contract Package V B Unil Cost (Rs) QUANTITY TotalCost (INR) \COMPONENT l STAGE ITEM Unit Mitigation / Enhancement costs 81.57 Construction Dust Managemnentwith sprinkling of water. covers for Km 30,000 in Engineering Costs vehicles transporting construction materialwater______for_Km_30_000_81.57Covered Air Construction 300.000 No. 3,00,000 1 ______pea1jon FcltsAraemnfor vehicularexhaust monitorin_ Relocation/Enhancement of Handpumps 23 575,000 Handpump type 1 No. 25,000 5 17,500 Handpump type 2 No. 3,500 6 21,000 Pre-Construction Handpump type 3 No. 3,500 Protection/Enhancement measures for wells 8 240,000 Well type A No. 30,000 5 135,000 Well type B No- 27,000 Water 21 630,000 _ Welt type C No. 30.000 . 6 44.400 Silt Fencing (20 m long) No. of locations 7,400 18 450,000 Sedimentation chambers No. 25,000 5 10.000 Constrlction Oil Interceplors at Vehicle arking areas No. 2.000 48 264.00f Cascades for preventing scour of water coutse No. 5.500 8 152,000 Recharge pits for Urban Drains No. 19,000 5 Covered in Engineering costs Soil Construction Turfing/Pitching sq. m. 112,500 16.875.000 .______.Operation Redevelopment of Borrow areas 6. 150 165.02 231 .028 Construction Double Glazing of windows at Sensitive receptors sq. m. 1,400 sensitive me5,000 N~oise -Barriers for reducing noise levels at 588.8 2944000 Operation locations and raising of boundary wallsatsensn 5000 Provision for seating, paving and/or enclosure as app icable 783.000 etc. No. 27,000 29 Cultural Properties Construction RelocationlEnhancement of Shrines 3,678,629 Specific enhancement measures along 5B (details for Sum total individual sites as per specific drawings) 100 500,000 _-Pi!eConsruction Transplantation_ No. 5,000 157540 9,609940 Constructionl Putting ip ol barbed wire fence along the ouiter edges of m. 61 the RoW 6166 462,450 Compensatory plantation @ 2 trees for each felled No. 75 1109 83,17 Landscaping along the highway using specified tree No. 75 1 8317 Flora species 2108 2,318 800 Tree guard forthe trees in the first row @ 12 m c/c No 1,100 Construlction 20553 719,355 (staggered to follow Median Plantation No. 35 civil works) M Pnt 8 48,000 Landscaping at T-junctions along the highway No, 6,000 6 69,000 Landscaping at Y-junctions along the highway No. 11,500 2 24.000 Landscaping at X-junctions along the highway No. 12,000
te. flfl4Jt(b 49 ~7L Environmental Management Plan - Package V B Grand Trunk Road improvement Project
COMPONENT STAGE = ITEM Unit Unit Cost (Rs) QUANTITY Total Cost (INR)
Provisior oft underpass at locations specified in the EMP No. 700.000 11 Covered in Engineeding Costs
Provision for tree plantation along streams and rivers over which the NH-2 passes within the Gautam Buddha Wildlife Sanctuary for 100 m on aither side of the No. 75 12000 9 00 000 drainage channel. Remaining trees to be planted elsewhere in the sanctuary as per the DFOs instructions ConstruCtlon. .l Gautam Buddha LS' Wildlife Sanctuary' Construction of water harvesting structuresl check dams No (Additional fund it required shall be 13 5,24.900 transferred from the Contingency Fund) Construction of water holes within the sanctuary al locations identified by the Forest Department officials for No. 50.000 10 500.000 animals during dry periods
Structures to prevent unauthorized access to NH-2 No. 12,000 5 60.000 within sanctuary area I
Operation Study of the impact of GTRIP on habitat fragmentation L.S. 1,000 ooo 1.000 and species distribution Demarcating borrow areas clearly using fencing if Covered in Engineering Costs Consrucion needed fl M. 164 1as required Cvrdi niern ot Construction .... Miscellaneous informatory signs and others L.S 100,000 100,000
Safety Provision for Bus-stop No. 2,25,000 11 Covered in Engineering Costs
Operation Provision of Hoarding/Posters regarding spread of communicable diseases at Construction camps & Truck No. 120,000 3 360,000 lay bys and Provision of health checks at construction sites (A) Mitigation I Enhancement Costs 44,630,177 Monitoring costs Monitoring near all hot mix plant locations approved b No. of Samp,es 5a000 so {-hr.samples per day. once eve135000 Cotsiricton the Engineer Ho. ofSmls00season for 3 years (=27)1300 Construlction Monitoring at construction sites in tandem with No. of Samples 5000- 3 samples per day, once every 540,000 construction No fSmls500month for 3 years (-108) Air 3 samples per day, once every alternate years upto 2006, then every Operation At selnsitive receptors specified in the monitoring plan No. of Samples 5,000 third year until 2015 and then every 120,000 rifth year until 2025 at 4 locations (=24)
Water Quality Construction (i) Pond @ km. 304/500(ii) Tilaiya reservoir @ km. No. of Samples 5,000 Once every year for 3 years at 230000 279/000 locations
50 Environmental Manageanenl Plan - Package V B Grand Trunk Road Improvement Project
COMPONENT STAGE ITEM Unit Unit Cost (Rs) QUANTITY Total Cost (INR)
End of summer before the onset of Operation (i) Pond @ km. 304/500(ii) Tilaiya reservoir @ km. No of Samples 5,00 monsoon every alternate year until 60,00 2,19/000 2006. then every third year upto 2015 and then every fifth year until . ______l ______.______2025at 2 locations(=12)
At equipment yards No. of Samples 4,000 As and when necessary (36 144,000 Construction _amples) As directed by the Engineer No. of Samples 4,000 Once every four months for 3 years 288,000 ______at 8 locations (=72) Noise (i) Near a Dhaba within the sanctuary @ km. 244/400(ii) Once every alternate year until 2006, In Bhalua village @ km. 247/600(iii) Near crusher @t Operation km. 251/300(iv) Vertical curve r km. 2611500(v) Near No. of Samples 4,000 then every fifth year until 2015, and 168,0W school In Chaupran @. km. 267/100(vi) Curve @ km. 2901800(vii)Settlement tX km. 309/200 locations (=42)
Construction At productive agricultural lands abutting traffic detours No. of Samples 6,000 Max of 8 locations for each of the 3 144.00t Soil la______~ndtrafficdiversions, to be identifiedby the Engineer Iyears ______Operation At accident I spill locations involving bulk transpon No. of Samples 6,000 At eight locations (assumed) 48.000 ______carrying hazardousmaterialsII Pre-Construction All along the corridor LS 25,000 25,00t
Flora Operation At locations of compensatory plantation L.S 25,000 per year IAt locations of compfnsatoay 75,00
.______Monitoring Costs 1,777,000 Training & Mobilisation Costs
Training & Construction and L.S Portion of total cost of training 300,000 Mobitisation Costs Operation As per modules developed for the GTRIP
Facilities and Construction and L.S 200,000 1 monitoring kit for air, water and 200,000 Equipment Operation As worked out in the bogisticalsupport requirement2 noise. 1 Computer with printer Erection of hoardings Indicating the RoW availability and No. 2,000 85 170,000 Advocacy and policyl legal charges for encroachment I making forl Operation Holding meetings for policy planning and subsequent 9 meetngs in the first three years p revention of Ribbor l review meetings with all stakeholders like the Revenue No. 5,000 and subsequent review meetings 100.000 development Dapartment, local elected representatives, town- every year (=20) .______.______p_ olanningauthorities, NHAI, localNGOs, etc. . .______(8) M onitoring and Training Costs 2,547,000 Total Costs (A+B) 47,177,177 ______,______Contingency@ 6% 2,358,859 TOTAL BUDGETED COSTS 49,500,000 'A part of the contingent fund of USD 1.5 million (equivalent to INR 68.4 million) will be made available under this component in case of need of further study and mitigation measures relating to the Taj Trapezium and Gautam Buddha Wildlife Sanctuary Note 1: The provision for vehicle foi monitoring will be made from contingency fund for the EMP implementation
51 _t1r, Asatr. ls EnvironmentalManagement Plan - Package V B GrandTruJnk Road Improvement Project
1.13 SPECIFICATIONSFOR ENVIRONMENTALENHANCEMENT WORKS
1.13.1 JUNGLE CLEARANCE Jungle clearanceshall comprise uprootingoT rank vegetation,grass, brushwood,shrubs, stumps,trees and saplings of girth upto 30 cm measuredat a heightof one metreabove the ground level. Whlereonly clearanceof grass is involvedit 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 hollowsformed 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 clearingand 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 contractorthat unserviceablematerials are disposedoff in such a manner that there is on likelihoodof gettingmixed up with the materialsmeant for construction.
1.13.2 FELLING TREES 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, whicheveris lower. All excavationsbelow general ground level arising out of the removal of trees, stumps etc. shall be filled with suitable materialin 20 cm layers and compactedthoroughly so that the surface at these points conformto the surroundingarea. The trunks and branchesof trees shall be cleared of limbs and tops and cut into suitablepieces 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 auctionedshall be removed from the area and disposed off as per the directions of the Engineer-in-Charge.Care shall be taken to see that unsuitablewaste 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 kindsof 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 excavatedmaterials at a distance of at least one meter or half the depth of excavation,whichever is cleareroff 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 mining or undercutting shall not be done.
52te ,5,,a, EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
The excavation shall be done true to levels,slope shape& patternindicated by the engineerin 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 DAMPPROOF 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 disturbedduring compactionand 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 maintainedwhile 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 curedfor at least sevendays, after which it shall be allowed to dry. Applicationof Hot Bitumen Where so directed, not bitumen in specified quantity shall be applied over the dried up surface of cement concrete, properlycleaned with brushesand finally with a piece of cloth soaked in keroseneoil. Bitumen of penetrationA 90 or equivalentwhere used shall be heated to a temperatureof 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 BRICKSWORK Bricks Used in the Masonry shall be of the following type Common burnt clay bricks. Shall be hand moulded or machine moulded. They shall be free from nodules of 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 provided with 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 absorptionof bricks when tested shall be not more than 20% by weight.
53 EnvironmentalManagement Plan - Package V B GrandTrunk RoadImprovement Project
Efflorescence: The ratingof efflorescenceof brickswhen tested shall be not more than moderate. BrickWork 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 wvherereinforcement is providedin brickwork. Soakingof 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 periodnot 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 bricksshall be stacked on a clean place wherethey are not again spoiled by dirt, earth etc. Laying Bricks shall be laid in English Bond unless otherwisespecified. For brick work in half brick wall, bricks shall be laid in stretcher bond. Half or cut bricks shall not be used except as closer where necessaryto complete the bond. Closer in such cases, shall be cut to the requiredsize 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 brush and surface wetted. Bricks shall be laid on a full bed of mortar, when laying, each brick shall, be properlybedded and set in position by gently pressing with the handleof a trowel. It inside face shall be buttered with 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 inside the 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 horizontaland 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 aligned within following maximumpermissible tolerances. Deviationfrom vertical shall not exceed6 mm per 3 m height. Deviationfrom positionshown on plan of any brickworkshall not exceed 12.5 mm. A set of tools comprisingof wooden straight edge, Masonicspirit 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 uniformlayers. 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 alternativeto raking back. For half brick partition to be keyed into main walls, indentsshall be left in the mainwalls. 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 aggregate20 mm nominal size) equal to thickness of course shall be provided in lieu of cut bricks.
I A.skalas 54 EnvironmentalManagement Plan - Package V B 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 shal! be filled with mortar before placing the brick in position.
In case of walls one brick thick and under, one face shall be kept even and in proper plane, while the other face may De 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 horizontally unless 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 consecutively shall measure 39 cm for bricks of standard sizes as per local availability.
Note. Specified thickness of joints shall be of 1 cm deviation from the specified thickness of all joints shall not exceed one-fifth of specified thickness.
Finishing of Joints
The face of brick work may be finished flush or by pointing, In flush finishing either 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 subsequently plastering. The faces of brickwork shall be cleaned with 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. Some such 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 indicating the 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. Scaffolding shall be provided to 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/pole shall 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 independent supports, clear of the work, shall be provided for exposed brickwork.
5 D 55 Environmental Management Plan - Package V B Grand Trunk Road Improvement Project
1.13.7 CONCRETEWORK The concreteshall be designedin gradesdenoting characteristic compressive strength or by volumetric proportionof the nominalmix concreteof the constituents. Material Water, cement, lime, fine aggregateor sand, surkhi, cinderand fly ash shall be as specified. Coarse Aggregate General: Most of the coarse aggregateshall 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 aggregateshall be stone aggregatedand it shall be obtainedfrom approved/authorisedsources. 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 disintegrated pieces, alkali, vegetablematter and other deleterioussubstances. It shall be roughly cubical in shape. Flaky and elongated pieces shall be avoided. It shall conform to IS: 383 unless otherwise specified. DeleteriousMaterial: Coarse aggregateshall not contain any deleteriousmaterial, such as pyrites, coal, lignite, mica, shale or similar laminated material, clay, alkali, soft fragments, seashells and organic impuritiesin such quantity as to affect the strengthor durabilityof the concrete.Coarse aggregateto be used for reinforcedcement concrete.Coarse aggregate to be used fcr reinforcedcement concreteshall not contain any material liable to attack the steel reinforcement.Aggregates, which are chemically reactive with alkalis of cement, shall not be used. The maximumquantity of deleterious material shall not be more than five per cent of the weight of coarse aggregatewhen determinedin accordance with IS: 2386 Part II. Size and Grading (i) Stoneaggregate: It shall be gradedas specified.Nominal size and gradingshall 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 GradedStone Aggregate IS Sieve Percentage passing (by weight) for nominal size of Designation 40 mm 20 mm 16 mm 12.5 mm
75 mm 100 -
37.5 mm 95 to 100 100 - 19 mm 30 tc 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. Fineaggregate shall consist of natural sand, crushed stone sand or crushed gravel sand stone dust or marble dust, conformingto IS: 2686 It
L D 56 EnvironmentalManagement Plan - PackageV B Grand Trunk RoadImprovement Project shall be hard, durable, chemicallyinert, clean and free from adherentcoatings, organic matteretc. and shall not contain any appreciableamount of clay balls or pellets and harmful impuritiese.g. iron pyrites, alkalis, salts, coal, mica, shale or similar laminatedmaterials 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 deleteriousmaterial shall not exceed 5%. Fine aggregatemust be checked for organic impurities such as decayed vegetation humps, coal dust etc. Silt Content: The maximumquantity of silt in sand shall not exceed8%. Fine aggregatecontaining more than allowablepercentage of silt shall be washed so as to bring the silt content within allowablelimits. Grading: On the basis of particle size, fine aggregateis 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 grading zone of sieves, other then 600 micronIS sieve, by a total amount not exceeding5 per cent, it shall be regardedas fallingwithin that gradingzone as per IS: 326.
Table 13 Gradingof Fine Aggregate
IS Sieve Percentage passing for Grading Zone I GradingZone II GradingZone Hi GradingZone IV 9.50 mm 100 I100 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 siliceousmaterial. 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 gradingZone 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 obtainedby 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 combinationof 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 laminatedmaterials, soft fragments, sea shale in such form or in such quantitiesas to affect adversely the hardening,strength or durabilityof the mortar. Grading of sand for use in masonrymortar shall be conformingto IS: 2116 (Table 14). Grading of sand for use in Plaster shall be conformingto IS: 1542(Table 15).
I 5 57 2 EnvironmentalManagemen: Plan - PackageV B Grand Trunk Road ImprovementProject
Table 14 Gradingof sand for uso in masonrymortar as per IS: 2116 IS Sieve Designation Percentagepassing by mass 4.75 mm 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 0to 15
Note: For crushed stone sands, the permissiblelimit on 150 micronIS Sieve is increasedto 20%. This does not affect the 5% allowanceIS-2386.
Table 15 Gradingof Sandfor use in Plaster as 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 micron 80 to 100 300 micron 20 to 65 150micron 0 to50 Admixtures When required, admixtures of approved quality shall be mixed with concrete, as specified. The admixturesshall conform to IS: 9103. Bulking Fine aggregate, when dry or saturated, has almost the same volume but dampnesscauses increase in volume. In case fine aggregate is damp at the time of proportioningthe ingredients for mortar or concrete,its quantity shall be increasedsuitably to allow for bulkage. Stacking Fine aggregateshall be so stacked as to preventdust 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 medium tensile bars conformingto IS: 432 (Part I) Hard drawn steel wire conformingto IS: 432 (Part II) Types and Grades Reinforcementsupplied in accordancewith this standardshall be classifiedinto the following types: Mild steel bars: It shall be supplied in the followingtwo 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 11designated as Fe 540-W-HT. Mild steel and Medium tensile steel.
Table 16 ElongationPercentage of Mild steel bars Si. ' Ultimatetensile Yield stress Nl Elongation Type and nominal size of bar stress Nlm2 m m2 minimum percent No. minimum minimum Mild steel grade 1,For bars up to and 410 250 23 including20 mm, _2. l Mild steel rade il, For bars up to and 370 225 23 I 5aAssDats 58 EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
Si. Ultimatetensile Yieldstress N Elongation No. Type and nominalse of bar stress Nimm mm2 minimum percent mnmmm2minimum minimum including20 mm 3. Mediumtensile steel,For bars up to & 540 350 20 including 16 mm Elongation percent on gauge length 5.65 so where so is the cross sectional area of the test piece is shown in Table 16. High strengthdeformed bars & wires shall conformto IS: 1786.The physicalproperties for all sizes of steel bars are mentionedTable 17.
Table17 PhysicalProperties of Mildsteel bars
So. Property Grade No. .Fe 415 Fe 500 Fe 550 1. 0.2% proof stressl 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 6% more than 10%more than actual 0.2% acul02pro 3. Tensile strength actual02% proof proof stress stressbut not stress but not less but not less lss than 585 Nl than 465 N/mm2 jthan545 N mm2
Stackingand storage: Steel for reinforcementshall be stored in such a way as to prevent distorting and corrosion. Bars of differentclassifications, sizes and lengths shall be stored separatelyto facilitate issue in such sizes and lengthsto cause minimumwastage in cutting from standard length.
1.13.8 FORMWORK (CENTRING& SHUTTERING) Formwork: Formworkshall include all temporaryor permanentforms or moulds requiredfor formingthe concrete, which is cast-in-situ,together with all temporaryconstruction required for their support. Design& Tolerancein Construction Formwork shall be designed and constructed to the shapes, lines and dimensions shown on the drawingswith the tolerancesgiven in Table 18.
Table18 Tolerancesfor Formwork Deviationfrom specifieddimensions of cross sectionof +12 mm columns and beams _____ Deviationfrom dimensions of footings +12 mm Dimensionin Plan +50 mm Eccentricityin plan 0 02 times the width of the footingsin the directionof deviation butnot more than 50 mm. Thickness +0.05 times the specified thickness. (Note -Toleranceapplies to concrete dimensionsonly, and not to positioningof vertical steel or dowels.) GeneralRequirement It shall be strong enough to withstand the dead and live loads and forces caused by ramming and v!brationsof concrete and other incidentalloads, imposedupon 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 beforeor during the placing of concrete.
59 ' EnvironmentalManagement Plan - Package V B Giand TrunkRoad :mprovementProject
Forms shall be so constructed as to be removablein sections in the desired sequence, without damaging the surface of concreteor disturbingother sections.Care shall be taken to see that no piece is keyed into the concrete. Material for Form Work Propping and Centrino 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 designedwith required extensionpieces as approved by Engineer-in-Chargeto ensure proper slopes, as per design for slabs/ beamsetc. and as per levels as shown in drawings. All the staging to be either to Tubular steel structurewith adequate bracingsas approvedor made of built up structural sectionsmade from rolledstructural steel sections. Shuttering Shuttering used shall be of sufficient stiffness to avoid excessive deflection and joints shall be tightly butted to avoid leakageof slurry. If required,rubberised lining of material as approved by the Engineer- in-Chargeshall be providedin the joints. Steel shuttering used for concreting shouldbe sufficientlystiffened. The steel shutteringshould also be properly repaired before use and properly cleanedto avoid stains, honey combing, seepage of slurry through joints etc. Form work shall be properlydesigned 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 horizontalmembers of structure, especially in cantilever spans to counteract the effect of deflection. The formworkshall be so assembledas 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 subsequentdeflection. For cantileversthe camber at free end shall be 1150th of the projectedlength 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 circumstancesand where ordinaryPortland cement is used, forms may generally be removed after the expiry of the following Table19.
Table 19 Strippingtime for form work Walls, columns and vertical faces of all structural 24 to 48 hours as may be decidedby the members Engineer-in-charge
Slab b) i) Spanning upto 4.50 M 7 days
Beams C) 14 days V)Spanning upto 6 M Note 1 For other types of cement, the stripping time recommendedfor ordinary Portland cement may be suitably modified. Note 2 The number of props left under, their sizes and dispositionshall be such as to be able to safely carry the full dead load of the slabs, beam or arch as the case may be togetherwith any live load likelyto occur during curing or further construction. I 60 60 g EnvironmentalManagement Plan - Package V S Grand TrunkRoad ImprovementProjec.
Note 3: For rapid hardening cement, 3/7 of above periods will be sufficient in all cases except for vertical side of slabs, beams and columns,which shouldbe retained for at least 24 hours. Note 4: In case of cantileverslabs and beams,the centringshaH remain till structuresfor counter acting or bearing down have been erectedand haveattained sufficient strength. Note 5: Proper precautionsshould be taken to allow for the decrease in the rate of hardening that occurs with all types of cement in cold weather and a'ccordinglystripping tme shall he increased. Note 5: Work damagedthrough prematureor careless removalof forms shall be reconstucted. Oiling the Surface Shutteringgives much longer service life in the surfaces are coatedwith suitablemould oil, which acts both as a perting agent and also gives surfaceprotections. A typical mould oil is heavy mineral oil or purified cylinder oil containing not less than 5 % pentachlorophenolconforming to IS: 716 well mixedto a viscosity of 70-80 centipoise. After 3-4 uses and also in cases when shutteringhas been stored 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 adoptedfor concretingso 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 erectionof form work which will be approved by Engineer-in-Charge. Shuttering surface before concretingshould be free from any defect/deposits and fully cleaned so as to give perfectly straight smooth concrete surface.Shuttering surface should be thereforechecked for any damageto its surface and excessiveroughness before 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, wrongitems/ rejectsare 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 properlyseated on their bearingpads or sleepers. The bearing plates of steel props shall not be distorted. The steel parts on the bearing membersshall have adequatebearing areas. Safety measures to prevent impact of traffic, scour due to water etc. should be taken. Adequate precautionarymeasures shall be taken to preventaccidental impacts 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 adequatelyrestrained against tilting, over turning and formwork should be restrainedagainst horizontal loads. All the securing devices and bracingshall be tightened. The stackedmaterials shall be placed as catered for, in the design. When adjustable steel props are used, they should:
61 EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
Be undamagedand not visibly bent. Have the steel pins provided by the manufacturersfor use. Be restrainedlaterally near each end. Have meansfor centralisingbeams placed 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 settlementI elastic shorteningof propsoccurs. Wedgesshould be used only at the bottom end of single prop. Wedges should not be too steep and one of the pair should be tightenedl clamped down after adjustmentto prevent their shifting. No member shall be eccentric uponvertical member. The number of nuts and bolts shall be adequate. All provisionsof the design and/ or drawingsshall be compliedwith. Cantileversupports shall ba 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 operationof vibrators and other construction plant and equipment Required camber shall be providedover long spans. Supportsshall be adequate, and in plumbwithin the specifiedtolerances. General The formworkshall 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, wedgesas well as mudsills,piles or other suitable arrangementsto support the formwork. Bolts. wire ties, clamps, spreaders,nails or any other items to hold the sheathingtogether. Working scaffolds. ladders. gangways,and similar items Filleting to form stop chamferededges of splayedexternal angles not exceeding20 mm wide to beams. columns and the like. Where required, the temporaryopenings provided in the formsfor pouringconcrete, inserting vibrators, and cleaning holes for removingrubbish from the interior of the sheathingbefore pouring concrete
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 coatingswhich may destroy or reduce bond. It shall be stored in such a way as to avoid distortion and to prevent deteriorationand corrosion. Priorto assemblyof reinforcementon no accountany oily substanceshall be used for removingthe rust.
62 EnvironmentalManagement Plan - Package V B Grand Trunk Road ImprovementProject
Assembly of Reinforcement Bars shall be bent correctly and accuratelyto the size and shapeas shown in the detaileddrawings or as directed by Engineer-in-Charge.Preferably bars of full length shall be used. Necessarycutting and straighteningis also included.Over lappingof bars, where necessaryshall be done as directed by the Engineer-in-Charge.The overlappingbars shall not touch each other and these shall be kept apart with concretebetween them by 25 mm or 11/4times the maximumsize of the coarse aggregatewhichever is greater. But where this is not possible,the overlappingbars shall be bound together at intervalsnot exceeding twice the dia. Of such bars with two strands annealedsteel wire of 0.90 mm to 1.6 mm twisted tight. The overlaps/splices sha!l be staggeredas per directionsof the Engineer-in-Charge.But in no case the over lappingshall be providedin more than 50% of cross sectionalarea at one section. Bends and Hooks Forming End Anchorages Reinforcementshall be bent and fixed in accordancewith procedurespecified in IS: 2502, code of practicefor bending and fixing of bars for concretereinforcement. U - TypeHook 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 diameterof the bar- Bends Bend forming anchorageto a M.S. plain bar shall be ber,t with an internal radiusequal to two times the diameter of the bar with a minimumlength beyond the bend equalto four times the diameter of the bar. AnchoringBars in Tension Deformed bars may be used without end anchorages,provided, development length requirementis satisfied. Hooks should normally be providedfor plain bars in tension.Development length 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 consideredfor 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 Fabricated reinforcementbars shall be placed in position as shown in the drawings or as directed by the Engineer-in-Charge.The bars crossingone 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 depositionof concrete. The bars shall be kept in correct position.
1.13.10PAVING 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 thieline The bricks shall be laid on edge.
63 EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
Mortar The mortar used shall be as specified (in case of dry bricks flooring fine sand shall be filled in the joints). Base Concrete 1. Flooringshall be laid on PCC base concretelaid to slope rangingfrom 1:36 to 1.40 as decided by the Engineer. 2. The flooring shall commencewithin 48 hours of the layingof base, failing which; the surface of base shall be roughenedwith steel wire brushes without disturbingthe concrete. Before laying the flooring the based shall be wetted and smeared with a coat of cement slurry at 2 kg of cement spread over an area of one meter square,so as to get a good bond between sub-grade and flooring. Soaking of Bricks Bricks required for flooring shall be adequatelysoaked in stacks beforeuse, by profusely spraying with clean water at regular intervals for a period of 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 herringbone bond, or other pattem 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 handleor wooden mallet. Its inside face shall be buftered with mortar, beforethe next brick is laid and pressedagainst 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 checkedwith a straight edge at least 2 m long, so as to obtain a true plain surface with the requiredslope. Joints Bricks shall be so laid that all joints are full of mortar. The thicknessof joints shall not exceed 1.0 cm for brickwork with 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 brickworkis laid and all mortar droppings removed promptly. Curing Brickworkshall be protected from rain by suitable coveringwhen the mortar is green. Masonrywork 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 mentionedin architecturaldrawing. Thickness of 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 drawingwith correct depth and grade. Cementslurry @2kg/M2 has to be spread over the concreteto 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 adjacenttiles shall be as mentionedin enhancementdrawing.
I 64 64 L EnvironmentalManagement Plan - PackageV B GrandTrunk Road ImprovementProject
Curing The tiles must be inserted in water after 24 hours of casting and cured in the same manner for at least 7 days, on:y 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.
1.13.11CEMENT PLASTERING All cement plaster shall be 12 mm, thick for bricksurfaces and 6mm thick for concrete surfaces unless otherwisestated. Scaffoldingand preparationof surfacedshall be as specified. Mortar The mortar of the specified mix using the type of sand describedin 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 aggregateconforming to gradingzone V shall be used. Application:The specificationsas in drawingsshall apply exceptin the following respects: Beatingwith thin bamboo strips shall not be doneon the cement plaster,and Further the plastering and finishing shall be completedwithin half an hour of adding water to the dry mortar. Thickness:Where the thicknessrequired as per descriptionof the item is 20 mm the averagethickness of the plastershall not be less than 12 mm whetherthe wall treatedis 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 damagesat the contractor'sexpense by such meansas the Engineer-incharge may approve. The dates on which the plastering is done shall be legible marked on the various sections plasteredso that curing for the specified period thereaftercan 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 additionalfloating coat, which shall be carried out as below. When the plaster has been brought to a true surfacewith the woodenstraight edge it shall be uniformly treatedover its entire area with a paste of neat cement and rubbedsmooth, so that the whole surface is covered with neat cement coating. The quantityof cement appliedfor floating coat shall be 1 kg per m2. Smooth finishing shall be completed with trowel immediatelyand in no case later than half an hour of addingwater to the plaster mix. The rest of the specificationsdescribed in plasteringitem shall apply. 6mm Cement Plaster on Cement Concreteand ReinforcedCement Concrete Work Scaffolding Stage scaffoldingshall be providedfor the work. This shall be independentof the walls. Preparationof Surface Projectingburrs of mortar formed due to the gaps at joints in shutteringshall be removed. The surface shall be scrubbed clean with wire brushes. In additionconcrete surfaces to be plastered shall be pock markedwith a pointed tool, at spacing of not more than 5 cm. Centres, the pock being made n o,
65 ,71 :a W EnvironmentalManagement Plan - PackageV B Grand Trunk RoadImprovement Project 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 wel: wetted before the plasteris applied. Mortars Mortar of the specified mix using the types of sand described in the item shall be used. It shall be as specifiedin abovesection. Application To ensure even thickness and a true surface, gauges of plaster 15x15 cm. shall be first appliedat 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 planeof the finished plastersurface. The plaster shall be then applied in a uniform surface to a thicknessslightly more than the specifiedthickness and shall then be brought to true and even surface by working a wooden straight edge reachingacross 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 plasteringand finishingshall be completedwithin half an hourof addingwater 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 ceilingof roof slabs, plaster shall not be commenceduntil the terrace work has been completed.These precautionsare necessary in order that the ceiling plaster is not disturbedby the vibrationsset up in the aboveoperations. Finish The plastershall be fumished to a true and plumb surface and to the proper degreeof 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 horizontallines and surfaces shall be tested with a level and all jambs and corners with a plumb bob as the work proceeds. Thickness The averagethickness of plaster shall not be less than 6mm. The minimumthickness over any portion of the surface shall not be less than 5mm. Cfuring The specificationsshall be detailed in above section.
1.13.12 GABIONSTRUCTURES Gabion 1 GabionBox - It is made of appropriategeotextile material as approvedby 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 1lt 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 membraneshall be knotted by MS wire with Gabion box, put one by one layer in the same manneras stated above.
1.13.13 DRY STONE PITCHING As far as possibleit should be ensuredthat one rainy season has elapsedbefore 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. oA es 66 EnvironmentalManagement Plan - PockageV 8 Grand TrunkRoad ImprovementProject
The sides and top of embankment,as the case may be, shall be brought to the required profile, slope and gradientand shall be compactedto a firm and even surface.If the situationdemands and 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 unreliableand if the nature of the work requiresit, a 75mmthick 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. Profilesshall 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 embeddedwith joints staggered and with exposed faces true to line, gradientand in uniformslope throughcut. 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 adjacentstones shall be filled in with,stonesof 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 specifiedin 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 morethan 15 meter, bricks shall then be laid in parallel rows breaking bond or herringbonebond 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 positionand firmly embedded,true to line, gradientand in uniformslope throughout. Kerb and Channel Stones Kerb and channelstones to be as per road specifications.
1.13.14 FENCING Chain Link Fencing Materia/s The chain link mesh shall be of 1.5 standard and of an approvedbrand. The angle sizes shall be as per diawings. 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 concrete base.
I e IaJI 67 EnvironmentalManagement Plan - Package V B Grard Trunk RoadImprovement Project
Fixing of the Fencing The chain link mesh shall be fixed with angle posts by meansof 8mm diameter bolts. The holes for the bolts shall be made 300mm centre to centre on the iron sections.The bottomof the fencing must be at a height of 14cmfrom the groundlevel. The fencingtop shall be horizontalto the ground. Silt Fencing Materials The wire mesh and geotextile miraf shall be of approved standardand brand. The iron sections to be used as struts shall be of IS standard and 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 geotextilemiraf is fixed with the mesh. Fixing The fencing shall be fixed at site in such a mannerthat the geotextile miraf is placednext to the silt.
68 EnvircamentalManagement Plan - Package V B Grand Trunk Road ImprovementProject
1.13.15HORTICULTURAL AND LANDSCAPINGWORKS General Scope Contractor to furnish all materials,labour and related items necessaryto completethe work indicated on drawingand specifiedherein. Materials Plant Materials Plant Materials shall be well formed and shaped true to type, and free frorT.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-developedroot systems. Ali 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 material wifl be acceptedif branchesare damagedor broken. All material must be protected from the sun and weatheruntil 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. Deliverplants with legible identificationlabels Top Soil (Good Earth) Top soil or good earth shail be a friable loam. typical of cultivatedtop soils of the locality containingat least 2% of decayed organic matter (humus).It shall be takenfrom a well-drainedarable 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 rangingbetween 6 to 8.5. Fertiliser Measurement of sludge shall be in stacks, with 8% reduction for payment. It shall be free from extraneousmatter, harmful bacteriainsects or chemicals.(Subjected to safety norms). Root System The root system shall be conduciveto 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 protectedin 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 conditionssuch as prolongedexposure to drying winds or subjectionto water loggingbetween lifting and delivery. Supply and Substitution Upon submissionof evidence that 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
b ea AwiaWs 69 EnvironmentalManagement Plan - Package V B GranrdTrunk Road ImprovementProject substitutionsshall be of the nearestequivalent species and varietyto the originalspecified and shall be subjectedto the approval of the LandscapeArchitect. Packaging Packagingshall be adequate for the protectionof the plants and such as to avoid heating or drying out. Marking Each specimenof tree and shrub, or each bundle,shall be legiblylabelled with the followingparticulars: Its name. The name of the supplier, unless otherwiseagreed. The date of dispatch from the nursery. Tree Planting Plants and Shrubs Trees should be suppliedwith adequateprotection 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 heeleo in by placing the roots in preparedtrench 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 mixedwith the rest of the soil. If the side of the below, it shall be replacedwith the soil mixture as specified further 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. Back Filling The soil back filled watered through end gently pressed down, a day previousto 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 roundfor watering. Planting No tree pits shall be dug until final tree positionhas been peggedout 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. Plantingshould 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 imperishable containers should be removed before planting. Any brokenor damageroots 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 placedaround 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:
70 I Environmental Management Plan - Package V B Grand Trunk Road Improvement Project
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 mixtureof Sml in 5 litresof water. Staking Nlewlyplanted trees must be he!d firmly although not rigidly by staking to prevent a pocket forming aroundthe stem and newly formedfibrous 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 600mm to 900mm into the soil. (B) Two stakes as above driven firmly on either side of the tree with a cross bar to which the stem is attached. Suitablefor 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 attachedto the stake. Suitablefor small bare- rooted or Ball material (D) For plant material 3m to 4.5m high with a single stem a three-wire adjustable guy 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 preservativeallouwing at least 150mmabove groundlevel.
Tying Each tree should be firmly secured to the stake so as to prevent excessivemovement. Abrasionmust 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 shouldbe adjustedor 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 material well watered.
Fertilising Fertilising shall be carried out by applicationin rotation of the following fertilisers, every 15 days from the beginningof the monsoontill the end of*winter: * 1. Sludge or organic well-rotteddry farm yard manure:0.05 cum or tussle. * 2. Urea 25gm. * 3 Ammoniumsulphate 25gm. * 4. Potassium sulphate 25gm. All shrubs, which are supplied pot grown,shall be well soakedprior to planting. Watering in and subsequentfrequent watering of summerplanted container-grown plants is essential.
Shrub Planting In Planter Beds Al 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 reductionby 20%: 1 part of stackedvolume of sludgeafter reductionby 8%.) Tall shrubs may need staking, which shall be provided if approved by the Contracting consulting engineer,depending upon the conditionsof individualplant specimen.
71 4e:_ EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
For plantingshrubs 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 markedout in accordancewith the architectural Drg. When shrubs are set out, precautionsshould be taken to prevent rootsdrying. Plantingholes 40cmdia. And 40cm deep should be excavatedfor 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 remainderof 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 completedat least three weeks prior to the actual sowing. Regular watering shall be continued until sowingby dividing the area into portionsof approximately5m squares by constructingsmall bunds to retain water.These 'bunds'shall be levelledjust prior to sowingof grass plants; it shall be ensuredthat the soil has completelysettled. Soil The soil itself shall be ensured to the satisfactionof LandscapeArchitect to be a good fibrousloam. rich in humus. Sowing the grass roots Grass roots (cynodon dectylon or a local genus approved by the Landscape Architect) shall be obtainedfrom a grass patch, seen and approvedbefore 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 maximumof three days. In case grassing for some areas is scheduledfor a later date fresh stockof grass roots shall be orderedand obtained. Execution Small roots shall be dibbled about 5cms apart into the preparedgrounds. Grass will only be accepted as reaching practical completionwhen germinationhas proved satisfactoryand 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 sufficientlysecure in the ground to bear the mowingmachine, the bladesmust 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 mature grass. 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 seeding out 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 cultivatorand mowing machinesto reduce to a minimumthe hazards of flying stones and brickbats. All rotary mowingmachines are to be fitted with safety guards.
I a sciate 72 EnvironmentalManagement Plan - Package V 8 Grand TrunkRoad 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. Fertilisnq The area shall be fed once in a month with liquid manureprepared by dissolving 45gmsof 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 thoroughand should wet the soil at least up to a depth of 20cms. Weeding Priorto regular mowingthe contractorshall carefullyremove rank and unsightlyweeds. Maintenance Cultivating The Landscape Contractor shall maintain all planted areas within Landscapecontract boundariesfor one year until the area is handedover in wholeor in phases.Maintenance shall include replacementof dead plants, watering, weeding, cultivating,control of insects, fungus and other diseases by meansof sprayingwith an approvedinsecticide or fungicide,pruning, and other horticultureoperations necessary for proper growth of the plants and for keepingthe landscapesub-contract area neat in appearance. Pruning and Repairs Upon completion of planting work of the landscape sub-contractall 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 compensatefor 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 movementor restrict growth. Two types of tree guardsare proposedon the Grand Trunk Road. circular iron tree guards and barbed wire 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. 25x25x3mmangle iron verticals 2.00m long excluding splayed outwardat lower end up to an extent of 10 cms. (ii) 3 Nos. 25x25mmMS flat rings fixed as per design (iii} 15 Nos. 1.55 metres long 6mm dia bars. Each 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 piant 15 Nos. bars shall be welded to rings at equal spacing along the circumferenceof 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 required shade over a priming coat of ready mixed primer of approvedbrand. The design of the tree guard shall be as shown in the drawing.
I oa AlsCtiJtas 73 EnvironmentalManagement Plan - PacF.ageV B GrandTrunk 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 specifiedor as directed by engineersto dimensions,which shall be nearestto 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 dravwingthe angleiron must be split at bottom end. Fixing Barbed Wire: The barbed wire shall be stretchedand fixed in specifiednumber of rowsand 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 bo!tsshall 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 necessityand/or be delayed, care should be taken to protect the plants from pilferingor damage from peopleanimals. Plants with bare-roots shouldbe heeled-in as soon as receivedor otherwise protected from drying out, and others set closely togetherand protectedfrom the wind If planting is to be delayed for more than a week, packagedplants shouldbe unpacked,the bundlesopened up and each group of plants heeled in separatelyand clearly labelled.If for any reason the surface of the roots becomesdry the roots should be thoroughly soakedbefore planting. Protective Fencing Accordingto local environment,shrubs shall be protectedadequately from vandalismuntil established. Completion On completion,the groundshall be formed overand left tidy.
74 2= Z7C7 EnvironmentalManagement Plan - PackageV B GrandTrunk RoadImprovement Project
SPECIALCONDITIONS AND PARTICULARSPECIFICATONS.
1 Landscape Architect mentioned herein shall mean and/orany person nominatedby him. 2. Wherever applicable,work shall be done accordingto C.P.W.D.specifications, in vogue,at the time of invitationof tender. 3. Water shall be made available, near the tube well at one point. Contractorsshall 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 availableat one point within the site of works, for which recovery @ Rs. per Kwh. Shall be made from the contractorsbill. 5 The work included in the scheduleof Quantitiesinclude grassing as well as planting of trees and shrubs. 'Contractors'quoted rates shall include executionof these works at differentlevels and nothing extra shall be paid for any item, for workingat 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 accountof reduction in the scope of work. c. On account of suspensionof work, or abandonafter awardof work. 7. The Contractor shall provide all facilitiesto LandscapeArchitect I ProjectEngineer and / or his authorized representatives to make frequent inspectionof their Nursery and ascertain the processI quality of various categoriesof trees/plantsetc., grown by them. 8 Contractors' quote rate shall includethe cost of transportationof tools and plants to and from the site, sales tax, excise duty, octroi, etc. It shall be clearly understoodthat no claim for any extra payment on account of sales tax, excised duty, octroi etc., shall be entertainedalter the openingof the tender. i 9. The safe custody and up-keep of various categories of plants brought to site is the sole responsibilityof the contractor and he shall employ sufficient supervisorypersonnel 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 contractorin turn shall work in these areas forthwith Nothing extra shall be payablefor such phasedexecution of work. 11 While excavating / 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. r2. The Contractor shall co-ordinate his work with other agencies employed by the Clients and ensure that the work of other agenciesare not hamperedin 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 / ProjectEngineer. 14. On completion of the work, the site of work shall be thoroughlycleaned and all debris removed before.the work is handed over satisfactorily.
Lea 75snates 75 c EnvironmentalManagement Plan - Package V B GrandTrunk RoadImprovement Project
15. The Contractorsshall, without any additionalcharge to the clients, renew or replace any dead or defectiveplants/grass and shall fully maintainthe wholelandscape for a period of 12 months after the certifieddate of completion. 16 "General condition of contract and standard contract Forms of shall also form part of the contract. 17. Trees shall be of minimumlength as specifiedin the scheduleof quantitiesand shall be straight and symmetricalwith a crown and having a persistentmain stem. The size of crown shall be in good over all proportionto the heightof the tree. 18. Small trees and shrubsshell be well formedwith the crowntypical of the species or variety. 19. GENERALREQUIREMENTS OF PLANTS: Plantsshall be typicalof their speciesand variety, well-developed branches, and well foliated with fibrous root system.Plants shall be freefrom defects and injuries. Plants shall not be prunedbefore planting. - Plantsshall be freefrom defects and injuries. Plantsshall not be freshlydug and nursery grown. Nurserygrown plants shall have been at leastonce transplanted. Barkshall be frpe from abrasion. All trees, soon after planting, shall be properlysupported with bamboostocks to ensure their safety against winds or any other factor,which may affect it adversely. * 20 PROTECTIONOF "TREETO BE PRESERVED" The contractorshall be responsiblefor the protectionof tops, trunks and roots of existing trees on site. Existing trees subject to the constructiondamage shall be boxed,fenced or otherwise protectedbefore any work is started. * 21. GENERALREQUIREMENTS OF EARTHMANURE AND FERTILISERS * EARTH: Good earth shall be agricultural soil of loamy texture, free from kankar. morrum, shingles, rocks, stones, building rubbishand 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 Municipaldump or other similar sourceapproved by the ProjectEngineer. The manure shall be free from earth, stone or other extraneous matter. Manure shall be supplied, at site well screened. * FERTILIERS: If the soil tests indicate pH value not as per the above specificationnamely between6.5 to 7.5, following measuresneed to be taken. * If pH exceeds 7.5, aluminiumsulphate or equivalentfertilizer should be added at the rate of 1 kg per cubic metre to lower the pH by one full point. * pHpf IS below6.5, add ground limestoneor equivalent fertilizerat the rate of 1 kg per cubic metre to raise pH by one full point.
Lea As 76 1 3; [E NOf
LeaAssociates South Asia Pvt. Ltd. LeaAssociates New Delhi < EnvironmentatManagement Plan - PackageV B Gra,ndTrunk Road Improvement Project
Appendix1 Methodologyand Techniquesfor Treetransplantation
BACKGROUND "Transplantingconsists in lifting plants bodily from their positions,removing them from more desirable or agreeableplaces & replantingthem in new & bettersoil." Seasonfor planting& transplantingshrubs or Trees The best season for plantingor transplantingshrubs & trees vanes in differentparts of our country. Hot weather is generallyavoided, 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 co!d countries& which grow vigorouslyin the cold season such as Rose, do better when planted out during close of Rainy season. In severelycold places like in northernparts of India,the operationsare best carried on during the end of the dormant seasonabout the end of February. All Robust plants may be planted or transplantedduring any part of the year, with proper attention being given to severaldetails 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 & progressiveactivities 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 activegrowth. Young plants established sooner than old ones. (Refer article TransplantingShocks Large tree vs. Small Trees) All plants transplant better with a mass of original soil intact aroundits 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 refreshthemselves 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 minimiseloss of water by transpiration. Sometime shade is provided till the plants are established. Overhead watering by means of spray during the hot hours or occasionallywhen the leaves wilt, refreshesthe plant to a great extent.
I PA ssioedalos WJ~Z EnvironmentalManagement Plan - Package V B Grand TrunkRoad ..rlprovement Project
The stems& branches of transplantedtrees are wrappedwith straw which is kept moist by spraying water on it to remove loss of the water by the plant as muchaG 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 bettergrowth 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 successfullydone with the help of machinery, such as the tree lifter, and hence it is rarely attemptedin privategardens. 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% Successrate of trees above 2' trunk diameter can only guaranteed for specific species, in specific transplantingseason provided that the surrounding conditionslike soil & weather of the relocatedtree are also taken into consideration. Transporting or shifting o trees on trailer away from the existing location reduces tne chances of successas the trees take more time to set in new conditions,transport may damage root system & trees are requiredto be cut down in size to makeshifting possiblethrough the road. A tree regains its original shapewith in 4 to 10 years dependingon the trunk diameter, Thumb rule is 6" tree regains it original shape in 6 x 12 months. Maintenanceor Watering of trees is done till one or two monsoons-We advice maintenancetill the 1 ' monsoonafter transplantingin area where monsoonis good or moderate.
METHODOLOGY Transplantingof young trees and shrubs is done in the followingmanner: 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 shapeof an invertedcone. 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 tne 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 sufficiently deep, 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 transplantingmay be made safer thus: The ball of earth may be got ready in two stages, The roots may be severedon 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 shockof cuts & can be safelylifted & transplanted. All the roots with jagged cuts or bruises on them are clean cut back to healthy parts 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 evaporationfrom the leaves. Therefore leaf surface of the Tree is
. OA EnvironmentalManagement Plan -Package V B GrandTrunk Road Improvement Project
reduced to limit transpiration,it is called "defoliageof tree"; the tree is cut back, if necessary,to concentratethe sap at the roots for formationof 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 branchesmay 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 maintainingits natural shape. The heading in done because first to keep balancebetween root system & the canopy (System underground& above groundshould be same to reduce stress on either of it.) The cut surfaces are all coveredwith a paste "Waxing"mixture of water soaking & insecticideliquid to preventevaporation & to preventfungus & insectattacks. The tree is then bodily lifted takingcare not to breakthe ball of and not to bruisethe bark of the stem in the operation. This is called "Transplantingof Trees" If the ball of earth may happento be too large to prevent the earth from slipping away, it is tied with sacking or straw. Replantingis done to the same originaldepth 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 113fresh cow dung and water and soakingspray of a fungicideis desirable. The entire plant is then lowered into 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 necessaryto water again for anotherthree 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. Throughoutsummer, the transplantedtree should get its regularwater 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 retardsloss of moisturefrom the soil by evaporation& the tree is enabled to get the full benefit of the water supplied. It is advisableto carry out all above operationsin consultationwith & under supervisionof experienced horticulturistsas soil strata, weather conditions,the plant characteristic& root systems may differ from place to place, Thus requiring modificationin the transplantingoperations.
_ c I pt ___ l fa 4s50oJateS~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- EnvironmentalManagement Plan - PackageV B Grand TrunkRoad 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-drainedbackfill materialwith plenty of organic matter. 7. Make sure the tree or shrub is planted high, 2 to 4 cms belowsurrounding grade. 8. Water the piant, 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. Removethe guys after one year. 12. Water the plant carefullythroughout its first growingseason.
.a O'.=5fl.aLts C7 _7z_J EnvironmentalManagement Plan - Package V 1 Grand TrunkRoad ImprovementProject
Appendix2 Treesfor Transplantation
r~~~~~~~~~~~~~~~~~~~~~~~~e . ~iM I .~~~~~~~~~~~~~~~~-C DetailedStatement of SuitableTrees for TransplantationChainagewise Package VB ( 243 Kms- 319 Kms) Sr Chain - Tree I roadside I IForest No Age Side GurtlHiHghtiAge I Distance tSpecies INo. i Remark I Kms !NISI ft 1Yrs IMtrs 2 3 14 !5 6 7 8 9 10 451 S 1 5.03 251 101 8jKaranj I ! 46 272-273 |SI 6.28i 281 101 91Pipal 47 " IS 18.80 321 121 101Shisam i 481 I 3.46 35i 81 12lCassiai
49 " I S 3.771 301 '°! 10iShisam i 50 " S 1 3.771 321 10 10lShisamI 51 S 13.771 301 101 10TShisam 1 521 I S 3.461 281 101 10!Shisam 531 S 3.771 80 '10Shisam101 541 S 4.081 30i 111 1IShisam 551 ' I S ! 3.771281 81 12ICassia 56 I s1 3.771 281 81 12!Cassia I 1571 IS I 3.77i 281 81 121Cassia 58j 1 S 3.771 251 8I 8lCassia 591 1 SI1 3.771 241 8! 14lCassia 601! '' I S~ |4.081 251 81 12lCassia 611 I S 1 3.771 25! 8 12 Cassia 621 S 1 3.461 241 81 121Cassia 1 631 S j 3.46! 241 .81 12lCassia 641 S 1 3.77 261 10 121Shisam 651 " S 1 3.771 261 101 121Shisam 6681274-275S 1 3.771 251 8! 61Cassia 671 1 S i 3.48 241 8! 61Cassia 681 ! I S 3.771 241 81 6,Cassia 691 1 s1 3.77125 81 6!Cassia 701 I S 3.461 24i 81 61Cassia 711 I Si 3.771 241 81 81Cassia 721 S 1 3771 22! 8! 6!Cassia 731 S1 3.771 221 8i 6iCassia I 748 3.771 221 8i 61Cassia 751 " S 3.771 225 81 61Cassia 76. S 5.65 22 7! 6lOCassia 77 " iS 16.281 221 71 6lcassia 781 S i 7-541 301 121 I O!Aib-izia t H.T.Wire Nearby M9 's 3.771 241 8', 7jCassia. 8t0 'S 3.46i 24: 81 71iCassia . BtI S 13.771 251 81 TiCassia ; 82 ,, ~S!3,771- 24i8' 7iCassia ' 83276-2-t7 N.6.281 30i 8i 61kadarn iSingh2wanVillacge 64' s 3.46j 25; 8j 7' Cassiai_ 85~ " S'3.461 24~ 8'I EiCassia _ _ 35 S 3.46i 22 8i 5 Cassia &7 i s 346i 2-4 81i 5!Cassia 83 '' . ~S 3877i: 22 8i 10,Cas-sia- DetailedStatement of SuitableTrees for TransplantationChainagewise P'ackageVB ( 24.3Kms- 31 9 Kms) SrI Chain- Tree roadsideL Forest No lAge jSide Gurthligtht!Age DistanceIspecies INo. Remark Kms !NIS ~ ft !YrsI Mtrs 2! 45:6 T j 10 891 1 ~s{3.771 221 8 ilOCas-sia 901. 1 3.771 281 B! 7 Shisam 91l IS 13.77 25! 8! giCassia I
92 " S3.7 2 8Tc.ass7va
93 1 S 1I4.081 281 _101 lAlbizia I______94 LIi 3.771 251 81 7 1Cassia I "5 .1 3.77! 291 101. 12lShisam______961 IS 14.081 28! .10) 12'Shisam______
.9 L .. i I S 3.771 151 a8! 7 1Cassia I______98) ~~Isl5.03 .251 10) 7 Cassia 991 1 S 3.46! 241 71 14!Shisam 100! IS! 3.46! 4 7!Cass-ia 101~~jS 3.771 5! 8 6 Cassia 1021279-28b'Is 5.03! 30! 12! 9tShisam i031 ISi 3.771 30! 101 91Shisam
1041 " S I3.461 261 1OT lI0iShisam 1051 " sI 3.771 24! 81 8!Cassia 1061 IST 3.77! 24! 8!- 101Cassia I 107! 1S1I3.77) 27! 101 151Cassia I 108! iS!3.4S 27 1010 lolcassia I T09i Sj 3.46 271 10! BSCassia 1 110! S14.08 271 9!1 81 assia I 1111 li 1I3.461 261 8)I 8Cassia I 1112! ' !S 13.461 26! 8!I5Css i 1113! " iS~ 3.46! 26! 18 lOCassia 1114 L...iS 13.46! 26! 91 10IShisam 115! I s 13.461271 8! 81Cassia ______1161 1IS I .4! 25! B! BiCassia 1
1171 S 3.461 271 8!j lOlCassia I______
118j~~ I S I 3.46! 27) 8! B8lCassia ______71 ~ 7'§` T 3.77! 27) 8!I lOlCassia 1 ~~20! I S 1 ~~3.7712611 8)Cassia 121! S !3.77! 27) 10! TOTC-assia I______12-2 I SI3.77! 26 8, 8!Cassia
123! " S I3.46) 271 101 10IShisam 124: S &M3.7 26! 18) lOlCassia 1251 S !3.77!i 26! 8! lolCassia I After Barakar River -126: 3.461 261 8 6Casi 12-71 S 3.77i 26! 8I i0)Cassia 128: S 3.771 27! 8! 6lCassia 12,9i S 3.46) 25' 8: lOl Cassia Detailed Statementof Suitable Trees for TransplantationClharinagewise Package VS ( 243 Kms- 3169Kms Sr3 Chain - Tree roadside i IForest No lAge ISide iGurth! Hight!AgelI.stance !Species INo. Rerrark Kms i S 3.t6 f j Yrs2 Mtrs sI I 3 4 1 52 6 88 7 jI9 . 10 1338 " S 3.741 261 8i 6 1Cassia 1341 S 13.461 281 101 8 1 hisam ! 1351 " I S 13.771 271 8 12Cassia 1364 S i 3.461 271 81 6ICassla 1374 " I S 3.476 281 8! 12lCassia _ 138i S 1 3.461 261 81 61Cassia 1391 " S 13.77! 2718 8iCassia I 1401 ISi3.771 2518 8! 1ICassia 14171 " S 3.477 251 891 12iCassia 1 1428 " S 1 4081 21 8! 81 Cassia 1 1431 I S 3.771 281 8i 121Cassia I 1441 IS 4.081 3021 109 B'Shisam 1545 I S, 3.77j 281 91 10Caoasss 1 1451 " I S 1 3.77 281 81 12Cassia 1471 S 37 i2,_I 6'Csi 148! S j 3.771 281 91 12iCassia I 149! " I S l 3.771 283 91i 61Cassia I arhi ^i50i S 14.08i 28i 9; 12Casi 161! S ! 3.77! 302 91 W,Cassia 152Z " jS13.77J 30i 9 i siCassia 1531 S1j4.081 281 91 1 ! Cassia j 1541 S 1 3.77, 301 9! 8'Cassia I 155!2" I S 13.7765 21 8i 0CGssia 156; " iS 1 4.0381 241 Z3j 8 Cassia i 1571 S 1 3.77 t 281 8!1 81Cassia ! 1561 " I S 13.77 i 2651 81 l01Cassia i 159,I j S1|3771 30', 10l 6iCassia I di601 " !S 13.77i 32'1 9 1 9:Cassia j 1611i iS ITT7 32!I91 7iCassia 1621I SI14.40i 281 9! 7,Shisam I 163 ' S,4.40,1 24,I 81 6! Cassia i! 1Z4. " S 84.40i 18! 81 7 iCassia , 165 " S ,4.71.; 18 81 61:cassia 166 " '. S i4.711 3t319i 7,IShisam 1567 " S i7.23i 32i! 1 0 SiShisam 168 " S 17 85i 35 121 6 Pipal 169 " S i3.77! 241 -8! 61Cassia 1170 S tS,3.77 i _25 i8 8iCassia_ _ i 171 " S 4.08: g6Cassia 65 172 " S '37 2i8__ 6 Cassia __ 173 " S i3.77i 25:; 101 8GCassia 174 " S 4.08 251 8; 6: Cassia 175: " 'S 3.77; 25!8 8:Cassia 176 290-291 S 5.65; I8 8;: Detailed Statement of SuitableTrees for TransplantationChainagewise Packag eViB(243 Krs- 319 Kms) Sr iChain - 1 Tree _roadside I !Forest No IAge ISide I ?hiihtAeDristance ISpecies [No. Remark Kms N/S. ft lYis I Mt*s I 2 314i5i6 7 8 910 177! S 6.28! 181 10~ 12IKadamn 1781 - S 6.6! -321 10o! 12IKadam 179T - s I6.91! 325, 10! 121Kadam 1801 ~~~S6.28 1 40~1 12 l2!PeItO 181' 8.80! .401 121 Ia m 11821 Ist8.801 35! 121 Iaa 11831 S 1 6.281 281 101 4lMahuva i81I 1 .71 31114 !Kararl 11851 S 6.28' 351110;~_ 5IGulmohor1 11861 S 6.91! 321 121 12 Salai 11871 S 621 e; 6 11881292-293 I S 628! 251 a8 8!Gulmohor
I8 S 1 62B 2811 10! LIGutmohior ______
190! SI6-281 291 81 6 !GuIm=hor ______
1I 93 2 4 .17 1 5 2B G t o o ______
192!294-295 1S 19.42! 38' 12! i0 1Shivan ______1931 S 1r6.601 '30;1 102MatuvaNa
194! S I621, 32' 12i 2lMahuva ______
195! S!6.60! 30! 12' 2INeem ______1961296-297 NI Sef0i 28! lOj 2fNeem 1.
1971 " N (I 6.91; 251 8! 3lMAahuva 1,981 - S121 I 0 _ - -- lMa---
199! ' ~ST6.28!, 22! 10! 4lMahuva ! IHMISide 200! S i5.655 20! 10i 44Palas
12011 " 'S i6.28! 20! 10!, 4lPalas 12021299-300 IS 17.231 40! 10! allShevar I
21031 " 1S 3771 25 5! - 14 Kadamb 2041 IS13.77' 30! 10! 14IShisam 2051 I S 3.77! 24;I : 81 BCassia 2061 1 S 628I 3,5. 121 15WAduso
2209 3870 25 121 6NeeM EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject
Appendix3 Incidentalspaces identified for enhancement
S. No. Side of Road Locationl Existing cond tion I Design Prepared Chainage land use I remarks
1 South 275.820 Incidentalspace DetaNied drawing
2 North& South 277.500 Incidentalspace transplantation tree 3 for tree North& South 279.150 Nearalignment ~~~~~~~~~~~~~~~Proposedtransplantation
4 South 292.400 Temple& market Noe5/292d4a8 d
5 South 292.700 Crematorium Detailed drawing ______~~~~~~~No.5B/292.7/9 6 South 307.200 Ghat Proposed for tree ______~~~~~~~~~~~~~transplantation 7 drawing South 310.900 Surajkundgate ~~~~~~~~No.5Bt310.9112~ ~~~~~~~~Detailed
Appendix4 Wells and Hand pumpsidentified for enhancement Sl. . Side of Enhancement No Ctainage Place Road type 1 244.400 Well South A 2 244.675 Well South A 3 244.725 Welt North A 4 245.475 Well South A 5 247.025 I Well South A 6 247.420 HandPump South 1 7 247.630 HandPump North 1 8 247.700 HandPump North 1 9 247.750 HandPump North I 10 248.600 HandPump South 1 11 249.920 HandPump South 1 12 251.200 HandPump South 1 13 251.250 Well North A 14 251.600 HandPump South I i5 251.750 Hand Pump North l 16 251.980 Hand Pump South 1 17 256.050 Well South A 18 1-259.935 HandPump North 1 19 262.900 Well South A 20 262.980 Well South A 21 264.120 HandPump South 1 22 264.750 HandPump North 1 23| 265.770 Well South A 24 266.325 Well South A
25 [ 266.550 Well South A 26 266.690 Well South A 27 269.410 Well South A 28 269.420 | HandPump North 1 29 269.870 HandPump North _ 30 299.920 Well North A 31 272.925 HandPump South 1 32 273.600 Well South A 33 I 279.130 HandPump North 1 34 1 274.180 Well South A 35 279.180 Well North A 36 279.550 HandPump South 1 37 279.600 Hand Pump South 1 38 2274.860 | HandPump North 1 La &suttes EnvironmentalManagement Plan - PackageV B GrandTi unk Road Improvem5ntProject
St. Side of Enhancement No Chainage Place Road type 39 225.720 Hand Pump South 1 40 276.380 HandPump North 1 41 290.650 Well South A 42 292.320 Hand Pump North 1 43 292.470 Well South A
44 292.530 HandPump South _ 45 298550 HandPump South 1 46 298.700 HandPump North 1 47 288.970 Well South A 48 299.020 Well South A 49 299.400 Well North A 50 300.310 Well South A 51 300.330 Hand Pump South 1 52 300.830 Hand Pump North 1 53 301.000 Hand Pump South 1 54 301.225 Hand Pump North 1 55 301.300 Well South A 56 301.650 Well South A 57 301.775 Well South A 58 301.880 HandPump North 1 59 | 302.380 HandPump North I 60 308.760 HandPump North 1 61 304.700 Hand Pump North I 62 305 780 Hand Pump North 1 63 306.030 Hand Pump South 1 64 306.455 Hand Pump North 1 65 307.175 HandPump North 1 66 307.350 Well North A 67 308.405 HandPump North 1 68 309.375 Well North A 69 310.360 HandPump North 1 70 310.850 Hand Pump South 1 Note Type-1 Hand pumpsto be relocated Type- A Well to be relocated Type - 2 Hand pump n the ROW Type - B Well with in RoW Type - 3 Hand pumpon the edge of the ditch Type- C Wellon the edge of the ditch
Appendix5 Culturalproperties to be relocated S no. l Chainage i Type Side Distance Remarks 1 252.100 Temple North 130 Relocation 2 I 255 800 Temple i North 8.0 Relocation 3 261.500 Shrine South 11 0 Relocation 4 262.750 Temple South 5.0 Relocation 5 263 900 Temple North 12.0 Relocation 6 264.200 Temple North 12 0 Relocation 7 264.350 Mosque North 18.0 Relocation 8 265 100 Temple North 9.0 Relocation 9 269 000 Temple South 19.0 Relocation 10 269.050 Temple South 12.0 Relocation 11 269 100 Shrine South 100 Relocation 12 . 269 500 Temple North 16.0 Relocation 13 269 500 ! Temple South 12.0 Relocation 14 4 279.100 Temple North 10.0 Relocation 15 279 500 Temple South 15.0 i Relocation 16 281.980 Mosque South 180 Relocation 17 291.800 l Temple South 14.0 Relocation 18 291.950 Temple South 10.0 Relocation
I p EnvironmentalManagement Plan - PackageV B Grand TrunkRoad Improvement Project
S no. Chainage Type Side Distance Remarks 19 292.900 Temple South 10.0 Relocation 20 299.300 Shrine North 6.0 Relocation 21 299.500 Mosque South 2fl.0 Relocation 22 299.700 Temple North 15.0 Relocation 23 300.100 Temple North 10.0 Relocation 24 300.830 Temple North 10.0 Relocation 25 301.900 Mosque South 20.0 Relocation 26 302.300 Mosque North 13.0 Relocation 27 307.900 Temple North 2.0 Relocation 28 312.700 Temple South 8.0 Relocation 29 315.700 Mosque North 25.0 Relocation
Appendix 6 List of borrow areas
S no. Chainage Distance from ROW Side of Road
1 248.000 500m South 2 249.000 1500m South 3 249.000 2000m South 4 249.250 200m North 5 251.000 20Dm South 6 260.000 500m North 7 263.000 200m South 8 264.000 500m South 9 269.000 1000m South 10 270.500 500m South 11 272.000 1000m North 12 274.000 500m North 13 276.000 2000m North 14 279.000 300m North 15 285.000 10Dm South 16 288.000 2000m South 17 294.500 200m North 18 302.000 100Dm North 19 302.000 500m South 20 303.000 500m North 21 305.000 200m North 22 308.000 1500m South 23 310.000 200m South 24 311.000 2500m South 25 314.000 500m South 26 315.000 400Dm North 27 316.500 1000m North 28 _____ 31____000 ______iDOOm North 28 317.000 | 30Dm South 29 318.000 2500m South 3 j30 320.000 o10m South
Appendix 7 Recommended Quarry Areas S no. T Chainage Distance Place Material 1 283 27 km Ambadah Stonequarry 2 283 33 km Purnadi Stonequarry 3 283 36 km Navelsalvi& Katariat Stone quarry 4 i 2&3B 49 km Nawadih Stone quarry
I p AsAmaqtes EnvironmentalManagement Plan - PackageV B Grand TrunkRoad ImprovementProject
Appendix8 Water bodiesfor enhancement
S. No. Dist. From Side of Location Existingcoraditiont land DesignPrepared Road (in) Road ]use i remarks
lOn1 1 lOinNorth 292.3 Communityp~~~~~~ndpond Detail DesignVB1292.31`7Drawing No.
Appendix9 Locationof Water cascades S.No. Chainage Name 1 242.850 HaraiaRiver 2 246.700 ChenariRiver 3 248.100 Mohane River 4 249.550 ChordahaRiver 5 251.250 DhanuaNala 6 277.650 Barakar 7 279.300 Earakar 8 292.700 Barsot 9 297.300 10 306.860 BaradhohiNala 11 309.590 BarahoriyaNala 12 311.190 13 317.480 GarhatRiver
Appendix10 Majorand MinorJunctions identified for enhancement S. No. Location Typeof Junction Remarks | Design Prepared Major Junctions 1 203.850 Cross Junction Semi urban area TypicalJunction design 1_ _203 850 Cross unction Semiurban areaDrawing No. 3 2 273.275 T- Junction RuraloArea TypicalJunction design 2_ 273.275 V-Junction RuralAreaDrawing No. 5 3 I 278.050 Y-Junction Rural area TypicalJunction design l_____ DrawingNo. 4 4 ~~~~~~~~~~~~~~~~~~~~TypicalJunction design 4 j 281.350 Y-Junction Startof Barhi bypass DraingtNo.4 ; ~~~~~~~~~~~~~~~~~~DrawingNo. 4 5 286.775 Y-Junction End of Barhfbypass Typical Junctiondesign _-Junct_on End of Barhfbypass DrawingNo. 4 6 381.200 T-Junction Ruralarea Typical Junction design ______~~~~~DrawingNo 5 Minor junctions
1 240 3 IT-Junction {ForestArea TypicalJunction design 244 . _ t lDrawingNo 5
2 . .244 45 4 Y-Junction | Forest Area TypicalJunction design 2V-Junction 45 Forest Area DrawingNo 4 TypicalJunction design 3 250 55 Cross Junction ForestArea 0-Forest-Area Drawing No. 3 Typical Junctiondesign 4 266 85 T-Junction Ruralarea Drai no.5 DrawingNo 5 5 27220 T-Junction Ruralarea TypicalJunction design lra area DrawingNo. 5 TypicalJunction design 6 291.7 T-Junction i Ruralarea DrawingNo. 5 1 ~~~~~~DrawingNo. 5 TypicalJunction design 292.0 Y-Junction Ruralarea Drai no. 4 ____~~~~~~~~~~~~~~~~~~~~rwn No, 8 295.20 T-Junction Rural area TypicalJunction design _.___ .r Drawing No. 5 I Junction design 9 301 3 T-Junction Rural area ~~~~~TypicalDrawin No.i5 S ! ~~~~~~~~~~~~DrawingNo. 5
10 311 6 Y-Junction I Ruralarea TypicalJunction design DrawingNo. 4
I es fiCSaE Environmental Management Flan - Packaga V B Grand Trunk Road Improvement Project
Appendix 11 Landscape Plans
d pu A~s,niptps .ZC:::; 7.~ PackageVB TCS Trees No. Shrubs No. Turfing Area (M2) 23 Teffninaliaa.una 667 Bouganvillae 267 Dalhergia sisso 167 267 833 2b Dalbergiasisso 433 Bouganvillae 1733 Albizzia labbek 1733 1733 2167 2c Dalbergia sisso 692 Bouganvillae 2767 Albizzia labbek 2787 2767 3458 2d&2e Bouganvillae 12020 Cassia alata 333
______123 53 4 Dalbergia sisso 817 Cassiaalata 167
_817 Bouganvillae 3267 3433 Total Terminalia ariuna 667 Cassia alata 500 Dalbergia sisso 2108 Bouganvillae 20053 Albizzia labbek 4500 20553 7275 __ I I. 3 .4 9 3 4 1 4L 4 9 3 4 9 i i-i 0.25 025
SECTION IIA RURAL
------0------
. _- __ ; __ e . = - _ __ BOUGANVILLAE ______-e ______©___3 MC/C
I- ______--_--0-* - …_0______------
--t ~ ~-~------0 ------TERMINALIA
- - *~------ARJUNA
I___©___f -0- ____ _ .. 3M C/C -- -4---.- -- - - 0 0------
* -- - ~~~-0------
-- 1-~~~~~~- - - …~~- - - - - …-- - -
--- ~~~~------0-*------
-- - - ~~~~~~DALBERGIASISSO © 1i2M C/C
------_ ------
-~~-0------
__~~~~~~~~~-- - __------7 -L__------* -- - -_-- - --…------__ --- --___ -_ - -_-
I I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~PLAN I,A
-KG:V-, CH: 240-242 RURAL SECTION RtIGHT SIDE WIDENING Spare for pDlantation =0- 13,05m on left side RGAD LANDSCAPE SECTiON: 240-242
sE/E c _-I Idna HIuM" AMOth Ofit _ t ss ~~~~~~WDPENieENTEN O 0 K w M.o I . o bL. pDbdd _ib 2 5 - ;A"i9 er... LaMA_otaM SoutihAd/ PVt Lid - oo.! 0.ot,o n ooa a o~dt.1 ,; O,. to bo 'potd lB42AMo. -~115¢it. ~~WOG CbSS~~~~~~2 -d .4h~r ext. f tis c l t. b. I FdMt dwt%* ...... 1__1 _ z==-s 5 e 1 -o. .1W, -l dCWiid _- = I_-- LANDSCAPE PLAN FOR PACKAGE: VEi,TCS-2a (Rural) LandscapeSection: 240-320 DesignChainage for TCS:240-242 Length (m): 2000 AverageROW available:45m Space for Plantation: 0-13.05m Left [ orth DayligBeyond Spx:ng No. of No. of Turfed North Daylight Species ( m etc) trees shrubs area (m2) I______L ine______1strow Dalbergiasisso 12 167 _ Terrninalia 2nd row arjuna 3 667 South Be andDa ightLine Median (4m) Median _ . 1st1_ row (N) Bouganvillae 3 267 Total Section ___ Total Terminalia aijuna _ _ _ _ Total Dalbergiasisso 167 Total Trees 833 _Total Bouganvillae T 267 Total Shrubs 1267 I 3,494 3.49 349111 113.49025 0.25 SECTION HlB RURAL --- 0------____=-- BOUGANVILLAE K - - --- @3M C/C ______- mGy ______= = - ALBIZZIA _ - - LEBBEK @ 3M C/C T----__02 --_ ------_T------ ___~~~~~~ __- ______-- -t- - -____- -_-_ -_ - I + …e- -- 0----…---- DALBERGIA ___ -F aT .______- 0- SISSO I I © 12M C/C ___t )/______0- ______BEGi -0~~~~~~------ PLAN IB K(7VE. CH: 242-245 85. 246.1-246 3. 246 7-246 8. 248 1-249. RURALSECTiON P101-IT SIDE WIDENING ~~~~~~AveroaceROW ovoiloble~ 42rn Pl,HR LNSESAD CENTION 24-2Space- for plantation =0-1Om on~ left side RCAD LANDSCAP-E SECT1WN 14G-2i G o GRANDTRUNK ROAD IMOVEMENT PROJEi N1'iS Hig_M OMo Of India INDEPENDENTEMRCNMiENTAL REVIEW i _ [ l 0 m ;;4. | W b. 1:o oin- la. Aumo.dek SoustAsW Pvt. Ltd.7 2| les is ovAk94Cc , ot-sws0rS spe C0_.b- e Ada I _-__I= J LANDSCAPE PLAN FOR PACKAGE:VS 1 TCS-Zb(Rural) LandscapeSection: 240320 Design Chainagefor TCS:242-245.85,246.1-246.3, 246.7-246.8, 248.1-249.2 Length (m): 5200 Average ROW available:42m Spacefor Plantation: 0-1Om Right North Beyond S ies Spacing No. of No. of Turfed Dylight Line peci mc/c trees shrubs ama (m2L 1strow Dalbergia sisso 12 433 2nd row AIbi2ia labbek 3 1733 South Beyond Daylight Line _ Median (4m) Mediar 1st row Bouganvillas 3 1733 Total Section Total Dalbergia sisso 433 Total Albizia labbek 1733 Total Trees 2167 Total Bouganvillae 1733 Total Shrubs 11733 SECTION liC RURAL ------. e------ _-_ - e ______4BOUGANVILLAE © 3M C/C ------Q------I ALBIZZIA LEBBEK ©CL3M C/C - .------* ------DALBERGI ------*------I Is _-- ______-_ DALEERGIA ------ ------1 - - -- t------/--C-- -.---9- . ------ It__~~ ~~ ~ ~ ~ ~ ~ ~ ~ ~~~~~ Ph~IG'VIS. CH: 24-5.8t-246.1 , 245 3-246.7. 246.8-248.1, 28C-2'86 3 ZURAL SECTIONj LETS, ONN Averoge ROW vavilable =42 EEFTSIDC WtDElilNG ~~~~~~~~Spacefor piontation =0-10m on riyht S-. eI jRGAI) LANCISCAPE SECTtCN: 2440-320_ w ;3-|[4NDEPENDENT ENVtFONIENTA REtwEW PRJW I.EMa I IO_. 7resaSi h. re ew ,nt.eeeeertosYc heer l I=t = e 1¶1-1349 3.49 4 3.49L 491 SECTION IID, ilIE RURAL ------e------BOUGANVILLAE ______- __ ©______@ 3M C/C ------ - - ~------ ------ * - - ~------ ~~~~~-0 ------ -~~~~-0------ ------0------ -~~~~------ -- ~~~-0------ ------0-1 ------ ------ ------ _~ ~~ __L ----______------1 PLAN IID. IIE ______I______4______l ____I______er t______o 4 ______.heer. __ _eee __s __t 54O4t______Oe.s _.t L~~~~__PKG.VE. CH1 249.4-260, 318-320.5______286.3-297. 292.6-3008, 301.5-307.5. 308.5-318, 260-263 9, 2655-266.7.267.5-280 RURAL SECTION .ROAD LANDSC.APE SECTION: 240-320 Averoue ROW ovoilable ~32M Atch. 22.' 675-274 925 & 776.475-276.625 Cos, l oSpace for plantation =Om on eoch s-de 9-1 5mrc,/c on north for noise mitigation I Ij~~~~~_ Ndoni ~~~HhWMayAaiiavROf hMm WEt-. I NOEPENOUNT [W'ROIMiENTAL REVEW I ai: W~ g-s )N t.e.. to b. plo.i.d t.4h.. 2.5... a - LosA..t...q UhIAa.P... 2) __.t..._' __ I------_ _ .4 ______.------__ 1__ LANDSCAPE PLAN FOR PACKAGE: VB, TCS-2d& 2E(Rural) LandscapeSection: 240-320 Design Chainagafor TCS: 249.4-260,318-320.5, 286.3-292, 292.6-300.81 301.5-307.5, 308.5-318, 260-263.9,265.5-266.7, 267.5-280 Lengih (m): 60100 Average ROW available:32m Space for Plantation: None .oth Noise Spacing No. of Nlo.of Turted North Mitigation Species (-*m cJc) trees shrubs ama (m2) I row (274.675- 274.925 & Cassia alata 1.5 333 276.475- 276.625 South Beyond Oayight Une Median (4m) Median 1strow (M) Bouganvillae 3 12020 Total Section Total Trees 0 Total Bouganvillae 12020 ______Total Cassia alata . 333 Total Shrubs 12353 1.1 bs.5 17.25 7.25 ¶515 5 1.5 1.51.5 t.5 SECTION IV SEMI URBAN ID ~ ~ ___BOUG3ANViLL.AE ~~---t ,- -Kz7-TI a ---4-4----T-1.T--- --T- FZ--BUANI--- @ 3M C/C __ i-9______$DALBERGIA ---- t--~ --T--i---- SISSO _ _ ___--i __+___-_ _ - -- @12MC/C ~~~~~~~ --- 7--t-- ,- ~~~~~~---~ ~.- -i.. . .-. - PLAN IV L ~~~~~~ -K ._ - - PKG:VEi, CH: 26,3,9-'265.5, Z66.7-267.5. 292-292.6, SEMIt-UREiAN SECTION 3C0.8-301.5. 307 5-308.7 Average ROW available =35 ROAD LANDSCAPESECTION: 240-320 Spoce for plontotion =Om on eoch side At ch: 290.775-291M05 in the inner row Cossio oloto (!cll shrub) to be ptonted 6 1.5mc/c for noise mitigation Sssfw,,4,,e.0.,, ENVRONMtENIALRVEW IlRwrsINCEPENCENY_t 7…ir d o t- - t. _ _d _ -M-t -- - - . W5s SWCt is 0e~.- Uthee W-dd, t_ _ LANDSCAPE PLAN FOR PACKAGE:VB, TCS4 (Semi-Urban) LandscapeSection: 240-320 Design Chainagefor TCS:263 9-265.5,266.7-267.5, 292-292.6, 300.8-301.5, 307.5-308.7 Length (m): 4900 Average ROW available:35m Space for Plantaiiun: None North Service Species Spacing No. of No. of Turfed Lane - m c(c) trees shrubs area(m2) 1st row . . 12 408 ______~Dalbergiasisso _ _ _ _ 2nd row( 290.775- 167 291.025) Cassia alata 1.5 Service South Lane _ __. _ 1st row Dalbergia sisso 12 408 Median(1.5m) Median _ Median (1.5m) 1strow(M) Bouganvillse 1.5 3267 TotalSection Total Dalbergia sisso 817 Total Trees 817 Total Cassia alata 167 Total Bouganvillae 3267 Total Shrubs 3433 EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject Appendix 12 Noise Mitigation Locations Distaceof Distance Of ChiaeSide of the Name of buligfo Boundary wall Size of huilding No. of Mitigation Proposed Chainage Nameofdingi buildthe from from Carriage B(m) x L (m) storeys rod ntiuin carriageway (m) ______W ay (m ),______ 264.200 South SchoMolChoparan 34.5; 10 wall 18 14:7 stord proposed RoW, it needs to be 264.200Choparan South School wall 17.5 toned ~~~~~~elocated. The structure being within the 264.650 North Bal gyan sarova 1 NoBoundary 12.0 x 7.5 G+1 roposed RoW. it needs to be Choparan wall 'elocated. No BoundaryTSingle rhe structure being within the 266.500 South School266.500 South I School 11 wallWallNoB 4.5 x 6.5 storigde ~~~~~~~~~~~~~~~elocated.ropoaed RoW, it needs to be She structurebeing within the 266.550 North School 18.7 wall 12.0 x 7.5 ired roposed RoW. it needs to be elocated. Boundary wall of the receptor shall be increased to 5.5m and openings in the outer walls to be 274 800 North School 29 No walt 7.5 x 10.5 Single double glazed and plantation Bowall 7.s 05 toried along the RoW for a distance of l lOC10mon eastern side and upto 20m on western side of the structure.(NM-5B-1) Boundary wall of the receptor shall be increased to 5.5m and openingsin the outer walls to be 276 500 North School 52 No Boundary 12.5x7.0;4.6x7.6Single double glazed and plantation ort ~~~~~~~~~~~~~wallstoried along the RoW for a distance of 100m on eastern side and upto 20m on western side of the structure.(NM-5B-2) Boundary wall of the receptor hall be increased to 5.5m and openingsin the outer walls to be 290.900 North School 42 38 12x38;10x43 Single double glazed and plantation i ~~~~~~~~~~~~~toriedalong the RoW for a distance oi 100m on eastern side and upto 20m on western side of the structure(NM-5B-3) , . ~~~~~~~~~~~~~~Thestructure being within the 291 900 South School i 14 7.5 6.58xi51.90 Singlee h srtocatureboeingewith te 4.5x7.25.6x12.0 toed . Boundary wall of the receptor 298 B00 South School 60 No Boundary 7.0x68 7x12 Single shall be increasec to 5.5m and I l wall s.stoned openings in the outer walls to De I______l______d______ouble glazed (NM-5B-4) Appendix 13 Table of ProposedBus Stops along GrandTrunk Road S no. Location Direction Nearest Settlement Design Prepared 1 |295.200 5Shrinagar Typical designdrawing No ______7~~~~~- 33 to~~~~~ T7-34. 2 293.300 S Barsot Typical~~~~~~~~~~T-33to design Tdrawing -34. No 3 291 800 Kariyatpur Typical designdrawing No 291.8005 Kaniyatpur 7~~~-33 to T - 34 4290.800 s Kariyatpur Typical design drawingNo 5290.800 j N Panchmatda T- 33 to T - 34. 5 287 35200 N Panchmada Typicaldesign drawingNo _ 7-33 to _-34. 6 252.100 N Typicaldesign drawing No 7 | 29.500 N Shrinagar Typical designdrawing No. 29-950 N -~7 -3310 T - 34. 8 296.950 N Tyialdsgndaing No ______J______~~Gunraujr T-3 3to T-~~ ~~34. ~__ _ ~ _~~ ______~ ~~ ~ ~ ~ ~ -~3~ ~ 1~ ~ ~~- 3~ 4_ ~~~~~~~~~~~~~~~. ___ EnvironmentalManagement Plan - Package V B Grand TrunkRoad ImprovementProject S no. Location Direction NearestSettlement Design Prepared Typicaldesign drawingNo. 9 206.500 N Barakatta T - 33 to T - 34. 10 310.900 S Belkapi Typicaldesign drawingNo. 10 310.900______S ___Belkapi___ _ T - 33 to T - 34. 11 244.200 N Typicaldesigjn drawing No, 11 244.200______T - 33 to T - 34. Appendix 14 Cultural Properties Identified for Specific Enhancements S. No. Type Location Side of Road Remark (Existing/Proposed) Design Prepared 1 Kos Minar 244.200 North DetailEnhancement Proposed Detail DrawingNo. Tem____ple______220Not DtiEnnenPr sdVB1244.2/1 2 Temple 252.000 North Detail EnhancementProposed Detail DrawingNo. 4_Temple_271.250_North_Proposerl_Tempte_Enhancement VB/252.0/2 3 Temple 263.190 South DetaitEnhancement Proposed DetailDrawng No. 4 Temple 271.250 North ProposedTemple Enhancement Detail Drawing No. ______~~~~~~~~~~~~VB/271.25/4 5 Temple 274.630 South DetailEnhancement Proposed DetailDrawing No. ______~~~~~~~~~~~~~~~~~~~~VB/274.63/5 Moshrine6 Shrine 300.000303.750 North Proposed~~~~~~ExistingEnhancement Shrine of DetailV13/300.0/1Q DrawingNo. 7 Mosque 303-750Mosque 303.750 North Proposed EnhancementEnhancernent Detail~~~VB/303.75i DrawingI No, 8 CommunityArea 305.800 South ProposedEnhancement Detal DrawingNo ______V B /305.8/1 3 lePa AssoeiuteS• ;ZE._, Env!ronmental ManagementPlan - Package V B Grand TrunkRoad ImprovementProject Appendix15 ReportingSystem APA .-. = ,0- m WI (c r-< 21) ~27= Lea Associates South Asia Part.Ltd. LeaAssociates New lDelhi 2\~ I 0z:K,A; GRANDTRUNK ROAD IMPROVEMENT pfPRO!ECT I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ EOMMPREPORTING *s I # ~~------4 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~II 4 *, Contractor-- 4 Packaqe- 4 .1 4 n "____,_._._n.. .. _...... __ ...... _ | ...... __.....__._ . .,_ ,__ ...... -___.____.~ DesiredMonitoing andRepwofng Process and Resposlbilities cntator Supevtiaon ProjeCtI_mp wfttkm Unit A World Bak Fo tCort _Stegof Conswtlnt (SC) (FIU) (WB)MM) tiorn ~~~~~~~~~~~OverseaFeld eott INlOese Rpott eie CointnacUon No. lmpientation and Sp sonRWi Cmlace ReportinoeoitoNA vr Dege Reportingto SC Sue tosoPI Monitoring _C_n___ Ws _____w TargetSheet for EMP PCI Rer=tng OneTime OneTime One time Onetime PC2 Reportingfor EMP Targets Monthly Quartrly Hf Ytly Qu y HalfYeafty Reportingfor Tree PC3 Transplantation Monthty M yuattedy QuM" PC4 CturwalPmopert Relocation Mnthly Moy M Quartndy Qrutetly Chy PCS Relocationd Bus Stops Monthly Monthy MoY Qruarltey Quarterly Qum" Relocabonof Utl and re-Cnstuction PC6 CommunityResources Mo nthly Mon tb Quadl Quarterly I Quarfr Cl TargetSheet for EMPActions One Time One tirne Onebme Targetsheet for EnhancemerntMitigabon C2 Actions OneTime One tine One bme TargetSheet for Roadside C3 Landscape One Time One time One time TargetSheet for Polution 04 Monitoring One Time One time Onetime Reporttngfor EMPActions Cs Target. One Time Fortnightly Montl Quary Haf Yealy Q a Haf Yearly C6 TemporaryAcquisition of Land Mm" Monthly Mtitly Quarbtly Quartedy ,o7 Bonw Area Identifcaton OneTime OneTime One Time One Time One Time CS StockyardIdentfiaon OneTime OneTune OneTime OnerTme OnerDma C9 Quarry Idenbfcation OneTime OneTime One rime One rime One Time CIO Settingup WorkersCamp OneTine One Tune One rime OneTime One Trune . _ Monthlyas As Per PolAltion per Quarterlyas CIl PoutitonMonitoing MonitorinoPlan Da il schedule Seasonaly per schedule HygieneReporting at Surprise C12 ConstructionCamp Wadd oaiiv Morm dcedcs Qdmauly Water Requiredfor C13 Consruction we We" MMt" Mor Quartey HalfYeaqy u Half Yearly C14 DustSuppresion at StockYad Daly Daly Mxl MorWy Qutdy HatfYaly Quarte Hal Yead DustSuppresion at Borrow CIS Areas Daiy Mothly M ly Quarterly HaifYla Qurtdy HalfYearly DustSuppresion at C16 Quarry/CrusherSites Da Daily Mort Mon"tily Quarly HlatfYeaLty Quarefly HalfYerty RoadSafety for Partal Closure C17 of Two Lane Carriageway OneTimne Daity Moi y Quartey Quartery HaerfYeart, Quar(jor HalfYearly RoadSafety at Detouron CIS Taff orry Driersion OneTime Daty Monthly Quarterly Quererty HairYeawt Q Hf YeOrty Summary CI1 Mitigatonrthanoements m" Forbightly Monthly Quartedy Quarterly Yeady Qur y HalfYearty SEnhancement/Mitigation of C20 CuituralProperbes Monthly Forbightly Monthly Quarterly Quarterly Yeady Quar1 Haff Yearly Enhancement/Uitgation of _21 Water Bodies Motl Fornhtly Monthy Quar Quarte"I Yeady Qla ty HatfYearly Enhancementof Road C22 Juncions Moni" Fortnigy Monthly Quarterly Quarterly Yeady Quarte Half Yearly EnhancementfMitigabonof Bus C23 stDps Monthly Fortnightty Monthiy Quarterly Quarterly Yd Qu ry Half Yearly Reporbngfof RoadSide C24 Plantation Monthiy Ftrtghtiy Monthuy Quarterly Quarterly Yeady QuWefy HalfYearly Survival Reportingof Road C25 Sidelandscapng Monthly Monthiy Quarterly Quaderly Quarterly Yearly Quarterly Haff Yearly SurvivalReporting for C26 TransplantedTrees Monthly Monthly Quarterly Quarterly Quarterly Yearty Quary Half Yearly Redevelbpmentof Borrow C27 Areas Mon"y Monthly Quarterly Quartery Quarterly Half Yearly Quaridy Haff Yearly C28 Redevelopmentof Quarries Monthly Monthiy Quartedy Quarterly Quarterly Hat Yearty Q yui HaKYearty Restorationof Constructbon C29 Sites Monthly Monthy Quartedy Quartey Quarterly Yearly Quarbedy HaKYearly Construction Stage C30 Disposalof ConstructionDebris Weekly Daily Monthly Quarterly Quartedy Yeary Qurwbry Half Yeartly TargetSheet for Pollution 01 Monitoring OneTime One time One Tmre Survival Reportingof L 02 TransplantedTrees _ Quarterly Quarterly Yearly Qua y HalfYearly *_ Survival Reportingfor Road F 03 Side Landscape Quarteriy Quarterly Yearly Quarbty HaKYea L. As Per Polution t StageF_04 PoitutionMonitorng MonitoringPFta Seasonally Yearly Yeady Quartey LNt.:Supenribon Consulant wotld use the sameformat of the contractorto SC for Reporting GRANDTRUNK ROAD IMPROVEMENT PROJECT I EMP REPORTING u Pre-Construction Stage Reporting by PIU to CNHAI Contractor-- SupervisionConsultant- Report dtd- Package- PCI: TARGET SHEET FOR EMP ACTIONSREPORTING (Reportingby PIU to NHAI (Central) ) Pre-ConstructionStage: Quarterly Report: Date Month Year Targetsfor Activity S.No Pre-Construction Responsible TimeSchedule (to be Activity Agency Physical Financial completedby dd/mmlyy) Unit lacs Site Clearance 1 Tree Transplantatfon nos = 2 Tree Felling nos 3 Utility Relocation m _ 4 CommunityResources - Relocation . - - (Signed) ProjectDirector Tree TransplantnationPlan containing. Annexur1- Listof Treesto betransplanted including-large, side of roaddistance from CW of eachtree to be transplantedand locationat whichit is proposedto betransplanted. Annexur2- Listof Treesto be felledincluding chainage package, side of roadand distance from CW of each tree to be felled. Annexur3-Utility Relocation Plan containing List of all Utilitiesto be relocatedincluding chainage, package, side of road,existng distance from CW andproposed relocation site details. Annexur4-Location specific, package wise listof all communityresources to be relocatedincluding cultural properties,wells, handpumps, bus stops. I PC2: REPORTINGFOR EMAP TARGETX |(Reportingby PIUto NHAI(Central) ) Pre-ConstructionStage: QuartelyReport: Date Month Year _ Physical Target Financial Tar et Completion Target S.No Activity Responsible Target % of task Total Budget Target Dateof Completion Reasonfor Agency Total Target Achieved completed (iacs) Spent X used Date if task completed DelayIf any 1 Tree Transplantation _ nos . 2 Tree Felling _ nos _ _ 3 Utility Relocation m _ 4 CommunityResources nos Relocation__ (Signed) ProjectDirector GRANDTRUNK ROAD IMPROVEMENT PROJECT EMP REPORTING Pre-ConstructionStage Reporting by Contractor to SC Contractor-- Report dtd- Package- (Reportingby Contractorto SC) Pre-Construction Stage: Monthly Report -Date Month Year_ S.No Chainage Tree Side of Distance CW Dateof Chainageof Side of S.No (Km) No Road (NIS) (m) transplantation Transplantedsite Road (NIS) Certifiedthat the aboveinformnation is correctand all relevantinformnation as requiredin attached ProjectEngineer Transplantation(Contractor)' (SupervisionConsultant) I ~~~~~~CULTURALPROPERTIY RELOCATIONI (Reporfingby Contractor to SC) lPre-ConstucUonStage: Monthly Report -Date mth_Year Property Date Of Location Area Date of S.No Chainage Package Reloaion (Km) Side (NIS) Land Use | Dab off l Certifiedthat the urnishedinforimalon is correctand all relevantinformation as requiredis attached Project Engineer (Contractor) (SupervisionConsultant) I ~~PC5:RELOCATION OF BUSSTOPISI (Reportingby Contractorto SC) IPre-ConstructionStage:Monthly Report - Dateof Relocation S.No Chainage Side(NIS) (ddlmnWvv) Certifiedthat thefumished information is correct informationas requiredis attached ProjectEngineer (SupervisionConsultant) (Contractor) PC6: RELOCATIONOF UTILITY & COMMUNITYRESOURCES (Reportingby Contractorto SC) |Pre-ConstructionStage: Qluartely Report: Date_-Month rYear Physical Task Corn letion Schedule S.No Activity Responsible Unit Completedin Completedin % oftask Target Dateof CompIlion, Reasonfor Agency Total PreviousQuarter current completed Date If task completed Delayif any Quarter Relocationof Communityresources I Wells nos 2 TubewellsfHandpump Jal Nigam nos 3 CulturalProperties nos 4 BusStops nos I Certifiedthatthe above information is correct ProjectEngineer (SupervisionConsultant) (Contractor) *tGRAND TUNROAD IMPROVIEMENT t ~~~PROJECT * ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I * * I * EM-PREPORTING * Constr:uction Stage 3 Reportingby PIU to CNHAI j *~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ _ i * e , - -I , ,.- _* .e >.-s. .... E ;~ e . I Cl: TARGET SHEET FOR EMP ACTIONS (Reportingby PIUto NHAI(Central)) Consnucdon Stage: Date _Month Year Responsible Targetsfor Actit S.No ConstructionActivity encyime Schedule(to bem pleted by AgencyPhysical ~~~ddlmmlyy) Unit 2 TemporaryAcquisition of nos sites/ Lands for Diversion 3 TemporaryAcquisition of Bofrow Areas ____ 4 Identificationof Quaries nos 5 Setup of Constructioncamp nos 6 Setup of StockYard nos 7 TotalNo of Sitespecific nos enhancements 8 Totalno of Typical nos Enhancements 9 PoHutionmonioring total locations 10 Landscapingworks Separatesheet for 10 ______works ____ Xlandcape items Contractor IC2: TARGETSHEET FOR EMP ENHANCEMENT /MITIGATION 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 Tar ets for Activ S.No ConstructionActivity Agency Physkal Financial Target Date Unit ( mlyy) 1 Cultural Properbes Contractor nos 2 Water Bodies Contractor nos 3 Road Junctions Contractor nos 6 Bus Stops Contractor nos 7 Tnrck Laybys Contractor nos 8 Access control gates Contractor nos Ramped Access to Contractor 9embankment nos Stepped Access to Contractor 10Embankment nos 11 Sedimentation Chamber Contractor nos _ 12 Chainlink fencing Contractor nos 13 Cascadeand Gabion Stucture Contractor nos Barrier to prevent Garbage Contractor 14 dumping n_os_ 15 Handpump Type 1 Contractor nos . 16 Hand Pump Type 2 Contractor nos 17 Hand Pump Type3 Contractor rios 18 Noise BarTierType 1 Contractor nos |__ 19 Noise BarrierType 2 Contractor nos i 20t Oil interceptor Contractor nos I__ 21 1Seating Around tree 1 Contractor Inos 22 Seating Around tree 2 Contrador 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 Seating 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 Plafform Contractor nos 34 Shrine Contractor nos I AnnexureI Locationspecific list of all culturalproperties 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 beenhanced Annexure21. Locationspecific 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 Anexure 26. Locationspecific list of all Waterbodiesto be enhanced Annexure27. Locationspecfic 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 iAnnexure34. Locationspecific list of all Waterbodiesto be enhanced C3: TARGETSHEET FOR TREE TRANSPLANTATION (Reportingby PIUNHAI Centre) ConstructionStage: Report-Date Month_Year | Locationat which Targetsfor Activity S. trees to be Financial No. transplanted Physical Total@Cost TargetDate Km-Km Unit nos /tree Certifiedthat thefurished informationis correct ProjectEngineer Contractor (SupervisionConsultant) C4: TARGET SHEETFOR POLLUTION MONITORING (Reportingby PIU To NHAI(Central) 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 Monitoringto be completeby- Monitoringto be co eby- Locations for Rainy Winter 7Summer Rainy lWinter Summer Monitoring Season Season Season Season ISeason Season Air Pollution Monitori ng a ______I______b d ===______=______ NoisePollution MonU ring _ _ _ i _ b _ ____I______ C ______I i_ _ __ . Water Polffuon Monitoring i a ______|______ -Soil Pollution Monitorl ng a + b ______e_LL_ IC5: REPORTING FOR EMAP ACTIONS TARGETSI (Reporting by PIU to NHAI (Central) ) Construction Stage: Quartely Reort: Date Month Year _____ Physial Target FinancialTarget Completion Target S.No Activity Agency Total Targe Target % of task Total Budget Target Date of Completion Reason for Achkved completed (lacs) Spent Date If task completed Delay If any Unit Enhancements and Mitioation ______5 Temporary Acquisition of sites / Lands for Diversion nos 6 TemporaryAcquisition ofno IBorrow Areas nos 7 Selection of Quarries nos 8 Set up of Construction camp nos 9 Set up of StockYard nos - (Slgned) Project Director * GRANDTRUNK ROAD IMPROVEMENT *I PROJECT * EMP REPORTING * ConstructionStage Reporting by Contractor to SC =- g Contractor-- ; Report dtd- Package- CO: TEMPORARYACQUISITION OF LAND (Reportingby Contractorto SC) ConstructionStage: Quartely Report: Date _ Month Year______I(SteLayout of all locationsto be attachedwith format) 1 TargetDate for Dateof Location(C Present Si ExistingTrens Dist from Distancefrom Remarksby S.No k Establishment Esablishment H) ILanduse (mxm) Igreaterthan Nearest NearestWater SCl any I BorrowAreas ______~~~~~~~~~~~~~~~~~30cms girth Settlement [ Source I Borrow Areas_ BAl BA2 __ _ BA4 2 Workers Camps _ _ WC2 _ _ _ 3 Site for BatchingPlant _ _ _ _ = BP21 4 Site for HotMix Plant HMP1 ______T__I_I_I_ HMP2 ______ 5 StockYard ______5 SY2| Certifiedthat the fumishedInformation is correctand all rblevantinformation as requiredis attached ProjectEngineer Contrator (SupervisionConsultant) C7: BORROWAREAS IDENTIFICATION (Reportingby Contractor'so SC) ConstructionStage Report -Date_Month Year SiteLayout of BorrowArea and ProposedBorrow Area ReDevelopment Planto be attachedwith format Formatto be submittedbefore target date as (decided by PD)for establishingQuarries BorrowArea no.BA Locationof BorrowArea (Km) Package S.No|tem Unit Details Remarksby SC Dateof BorrowArea becomingoperabonal dd/mm/yy CurrentLanduse Noof settlementswithin 500mof BorrowArea nos =___Total Capacity cum Noof Treeswith girth n morethan 0.3 cms Length of Haul Road km Wkdthof Haul road m _= Typeof HaulRoad metadirt _ Noof settlementswithin 200mof HaulRoad nos Sizeof BorrowArea sqkm _ Areaof BorrowArea kmx km |QuantityAvailable cum l Distof NearestWater T Cpaci Source y/Present Use/wership _ Quantityof top soil A___ removed cum Detailof storageof topsoil Certifiedthat the fumishedinformation is correctand all relevantinformation as requiredis attached ProjectEngineer (Contractor) (SupervisionConsultant) G8:STOCKYARD IDENTIFICATION RePOrUng by Centraclor to SC) Constuction Stags: Quartly Report Daft J__ ont_ Year (Sis Layout of StockYard to be dtached with format) Format to be aubnutted before tarwgt data (decided by PD) for stockyard to become operational StockYard no.SY- Locaton of StockYard fKm) Package S.No Item Unit Details Rearks by SC 1 DetaI of stocdyard dated Sy beowing ope-rtional dd/mm/yy a Present Landuse b Size of stock Yard sWkm c Area of Stock Yard km x km d No of seKlements within 5O0m of stockYard e Length of Hatl Road km f No of set0ements witn 5OOmof stockYard g Distance from Nearest WaterSource T__e_ra_ __ h No. of teeswth girthmore than 0.3m _ 2 Detils of Topsoll Stackino a Quantityof top sol stacked cu.m b Detalls of Topsoil Stacking . Stonwa Cae ory Details a Cement cu.m. b ogqwate (Coare) cu.m. c Btmen No. of drums d Disel e Send f lAgregte -__ __r_e a Watr tank hiUes_____ 3 Dtils of Vehicls _ _ _ a No of Tankers nos b no of Tnucks nos 4 lstals of Euupm_ _t a Ston eCrushZ Plant nos b B iPlants nos c Holmix Pants nos d WetMix Plant nos 5 Dtals of workfome a Total No of Labourers flos b Total no of Male Workers nlos c No of Male Workers below 18 years of age nos d Total No of Female Workers nos No of ma workers below 18 Yom of ape nos f No of children _ Detais of facill_ a Fendng around StockYard YIN b Avlabilty of securit guard 24 hrs a day YIN c Details of First Aid FacIity Cerlffied that the fumished information is correct and all relevant infommatlonas required is attached ProJect Engineer (Contractor) (Supervision Consufltant) (ReportingbY Contractor to SC) ConstructionStage Report -Date__donth Year Ste Layoutof QuarTyand ProposedQuarry ReDevelopment Plan to be atachedwith format Copyof Licenceto beattached with format Formatto be submittedbefore target date quarries as (decidedby the PD)for establishing Quarryno.Q- Locationof Quarry(Km) Package S.No Item Unit Details Remarksby SC Location Ch Licenseno LicenseValid till Date Size of Quarry m xm Ares of Quarry km x km QuantityAvailable cum Total Capacity cu.m Noof Settlementswithin 500m of Quarry nos WKdthof Haul road m Typeof HaulRoad metalled/dirt Lengthof HaulRoad sqkn _ Noof Settlementswithin 500mN of HaulRoad Name Distancefrom Nearest Water Type/Distance Sou.. ______. _ _ - hetherCrusher lanlocated Yes/No on. S ite ______ Certifedthat the fumishedinformation is correctand all relevantinformation as requiredis attached Project Engineer Contractor (SupervisionConsultant) CIO:SETTING UP OF WORKERSCAMP (Reporting by Contractor to PIU after Cerffication by SC) Construction Stage Report: Dateb_ onth Year (Site Layout of Construction camp and working drawings of dwelling units with allied facilities to be attached with format) Format to be submitted before target date (decided by PP.) of establishing camps as Camp no.WC Location of Camp (km_____ Package S.No item Unit Details Remarrks by SC.if any 1 Detal of itemcamp a Size of Camp mxm b Area of Camp sq.m c Distance from NearestSettlement Type/Size/Capad d Distance from Nearest Water Source ty/Present UselOwnership _ Date of camp belowing operational dd/mmtyy Present landuse No other bses wih girth> 0-3m_ 2 DebtHs of toposoll stacking a Quanity of top soil removed sq_m Desciibe b Detail of storage of topsoil staciding arrangement 3 Details of workforce a Total No of Labourers nos b Total no of Male Workers nos c No of Male Workers below 18 yearsof age nos d Total No of Female Workers nos e No of Female workers below 18 years of age nos f No of children onos 4 Detals of dwelling units a No of dweliinos/huts nos b Minimum Size of Dwelling m __xm c No of openings per dweliing nos d Minimum size of opening mxrn e Wals speuiicatns f Roofing spedfications g Foring speccations h Dkg Water Tank spa iation i Capacq of Drikg water Tank cum i Size of Drinking Water Tank mxmxm k Total no of WC nos I No of Wrs for female worke rs nos m Minimum Size of WC mxmn n Total No of Bathroomsfor female workers nos 0 Size of septic tank for WC/Baths mxmxm Capacity of Water Tank for WCs/ Bathrooms and general purpose 9 Fencing around camp Y/N S Details of facilities a Avaibility of security guard 24 hrs a day YestNo b Detailsof First Aid Facility Yes/No c Availabiiity of Day Care Centre YestNo Cerffied that the fumished information is conect the quality of work is as per god practice and all relevant information as required is attached Project Engineer (Supervision Consultant) (Contractor) Ci1: POLLUTIONMONITORING (Reportingby ContractDrto SC) Construction Stage: Monthly Report Oats_ _onth Year_ ( Locafons at which monitoring to be conducled as per EMPI CompbffonTarget S.No Chainage Details of Monito Instrunts Target | Dde of Reasonfor Delayi Daetask ccmlte n Air Monitoring 4 Water Monitorinag 1______4 V 5 SoilMonitoring I 2 3 4 NoiseL1o nHorin 2 n 4__ 3 Cerified#MthatO PdIlIbo Monitoringhas been conducted at all the locationsspeciid in the EMUPand as perfe diecons of the SC Proect Engineer Contractor .SupervnsionConsultnt) C12: HYGIENEREPORTING AT CONSTRUCTIONCAMP (Reportingby Contractorto SC) IConstructionStage:Monthly Report -Date_Month Year l S.No Item Unit Quantity Remarks 2 Total No of WCs l l_l_l 3 No of WCs Functioning _ 4 No of Bathrooms functioning 5 Water Tank cleaned Yes/No _ _ 6 First Aid Facilities Available 7 EmergencyVehicle available & functioning 8 Campvisit by Doctor/month noof Umes 9 Accidentoccurred, if any Deatailsto 10 Measurestaken beDetailsgiven to 11 Security available 24 hrs daily Yes/No 12 Waterlogging if any in Camp Yes/No 13 If yes,measurestaken Certifiedthat the furnished information is correctand all relevantinformation as requiredis attached ProjectEngineer Contractor (SupeivisionConsultant) C13: WATER REQUIREDFOR CONSTRUCTION (Reportingby Contractortc 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 Condifion of Haul Road S.No Source(Name) C ZWater Drawn | Remarks 0 -J. I Rivers _ 2 Wells 3 Tubewells 4 Other source/tankers_ Total Water Used |Certified that the avove information is correct Project Engineer Contractor l IC14: DUST SUPPRESSIONAT STOCKYARD (Reportinaby Contractor to SC) ConstructtonStage: Monthly Report -Data Monthk Year.... Frequeficyand Quantityof Sprinklingof Wateron HaulRoad to bedecided by SC ater Inspectlonof Conditionof MaudRoad Format(ReporUng Format No - ) forStockYard prepared during Pr-Construction stge to besubmItted during ech montlyreportIng STOCKYARD Dtete CODE 1 2 3 4 S _ 7 8 1 10 11 1 31S14 15 1617 18 19 2021 2 24 25 26 27 28 230 3Y Frequencyof Sprinkdingofwater on Haulroacd (imes/da ') Quantityof WaterSprinkled(litrea) Ouantiyof Water Sprinled around SY~ FrequerncyofSprinkling ofwater on SY______Haulroad (timersda Y Quantityof Water Sprinkled(iftrs) Quantityof Water Sprinkled around __ _ _~ s__ita SY Frequecyof Sprinkling of wateron Haulraed (timeslday) Quantityof Water SprinkledPitres) I I Quantityof WaterSprinkled around sY FrequencyofSprinkling ofwater on ______Haul roaditimesday) Quantityof Water Sprinkled(litres) Quantityd Water Spinkled around SY Frequenoyof Sprlnking of water on Haul woad(times/day) Quantityof Water Sprnkled(litres) Quantityof WaterSprnkled around aite SY Frequencyof Sprinkling ofwater on Haulroad (times/day) Quantityof Water Sprinkled(irtres) Quantityof Water Sprnkled around S Frequencyi ofSprin_ing of wateron Haulwead (timestday) Quantityof Water Sprinkled(litresl QujantityofWater Sprinkled arouind ______Site C15:DUST SUPPRESSION AT BORROWAREA SITES (Reportingby Contractorto SC) ConstructionStage: Monthly Report-Date Month Year Frequency andQuantity of Sprinking of Wateron Haul Roadto be decidedby SC xtr Inspectionof Conditon of HaulRoad Format(Repordng Format No - ) for each Borrow Area preparedduring PreConsbuction stageto be submittedduring each montdyreporting Borrow Date Ar" Code Ite 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 16 171a 19 20 2122 23 24 25 26 27128 29 30 BAI Frequencyof Sprinklingof wateron ____Haul moad(times/day) Frequencyof Sprinklingof watr at BorrowSt. (bmesday) TotalQuantity of Water Spnnkled(ltres) BA4 Frequencyof Sprinklingofwater on Hau road(times/day) Frequencyof SprinWdingof water at BorrowSite (times/day) TotalQuantity Of Waer_ Sprlnklod(lltres) FrequencyofSprinlding ofwater on us Haul rod (tine ) - - ______- - _ _ _ - - Frequencyof Sprinkingof waterat BorrowSlb (tires/day) TotalQuantity of Water Sprdnkled(litre) _- - - -_ - - - _ __- - - _- _ _ _ … CerStid thatthe abovementfoned works havebeen completed as specifiedby the ProjectEngineer and PIU Project Engineer Contractor IC16: DUSTSUPPRESSION AT CRUSHERSITES (RepoftingbyContractor toSC) ConstructionStage: Monthly Report -Date MonthJYear Frequencyof Sprinklingof Wateron HaulRoad to bedecided by SCafter lnspecion of Conditlonof HaulRoad Formatfor Quarryprepared during Pre-Construction sage for Crushersto beattached wlth the format Date Crusher Itemo… 1 213145 6 78 9 10 11 1213 14 Isis17is 19 20 21 2223 2425 2627 282930 C Frequencyof Sprinkling of water on Haulroad (timeu/day) QuantityofWater Sprinkled(litres) Quantityofwater Sprinkked on ConvevorBl Quantityof WaterSprinkWli around site Quantityof WaterSpnnkled around 'ruherC___ Sit ff any c Frequencyof Sprinklingof wateron l Haulroad (times/day) ______- _ _ _ - - _ _ _ _ QuantityofWater Sprinkled(litres) QuantitySprinkled on Conveyor Be_t QuanrityofWater Sprinkled around __ ___ ste C Frequencyof Sprinklingof wateron C Haulroad (timeslday) QuantityofWater Spnnkled(litres) _ Quantityofwater Sprinkled on ConveyorBelt Quantityof WaterSprinkled around .____CrusherSite if any c Frequenicyof Sprinklingof wateron H__aul road (Omefdy)…------ ___Quantity of WaterSprinkled(litres)- Quantityorwater Sprinkled on ConveyorBelt - Quantityof Water Sprinkled around ____Crusher Siteif any C18: ROADSAFETY AT DETOURON TEMPORARY DIERSION One time reportng on commencwbentof cons_rutionIn the Constructonzone Sketchof ConstrucionZone showingall sub zonesand locationof signs etc to be attachedwith format (Reportingby Contradorto SC) Formaton Aoquisitionof Temporarydiversions to be attachedwith format Construction Stage:Monthly Report -Date Month Year DIVERSIONNO- LOCATION(k1m J S.No Itom Unit Compliance Remarks 1 Details of Construction Zone a Lengthof ConstructionZone in km b Distancebetween this and nextConstruction Zone in km Lengthof TransitionSub Zone(should be min 50 fro a speed c of 50 km/hr) in km Lengthof Work Sub zone in urbanstretch (should d be<2 kmi) in km e Lengthof Work Sub zone in ruralstretch (5-10 krn) in kmn f Distancebetween two work sub zones ______North side South side 2 Slgnages In Construction Zonrs Signage in Advance wming sub zone a _ SignsayingMen at Work' I km aheadof Transitionsub zone YIN _ b Spleimentary sign sayingDiversion I km provided YIN c Signsaying' RoadClosed ahead' provided YIN d_ I CompulsayTurn Right1Leftsign provided YIN e _ Detoursign placed YIN SharpDeviation sign placedat end of advancewaming sub zone YIN SignageIn Trans,lonSub Work zone Signagesaying 'Keep Right/Left provided YIN h Delineatorspiaced along lengthof transion YIN SignageIn wort sub Zone ______HazardMarker plced where raling for CD structureon diverion starts Y/N_ Barricade on either side of of work sub zone Y/N Tfr nfnatbn sub zone S frI rInndication'ofend of work zone I20m from end or k terminationsub zone YIN Certifiedthat the road safetymeqasures have been adoptedas specied and as per the directionsof the SC Project Engineer Contactor (SupervisionConsultant) C17: ROADSAFETY FOR PARTIALCLOSURE OF TWO LANECARRIAGEWAY One time reporting on commencement of consnction in the Constuction zone Sketch of ConsbuctionZone show at sub zones and bcation of signs etc to be attachedwith format (Reporlingby Contractorto SC) Formaton Acquiition of Temporarydversions to be attachedwith format IConstructnStage: Monthly Repot -Date Month_e Year DIVERSIONNO- LOCATION(kmn) S.N 'tern Unit Cornpliance Remarks I Detals of Construction Zone a Lengthof ConstructionZone in km b Distance between this and next Construction Zone in km Length of TransitionSub Zone(shouldbe min 50 fro a c speed of 50 kmrn/hr) in km Length of Work Sub zonein urban stretch (shoutd d be<2 km) in km e Length of Work Sub zonein rural stretch (5-10km in km f Distance betweentwo work sub zones North side SouthSW 2 Slgnages In Consuction Zones _ Signage in Advane wvningsub zone Sign saying'Men at WorW km ahead of Transitionsub a zone Y_N b Supp sign"Diversion Iknm provided YI_ - Sign fr'Road NaiToa4ng' IY/N| Xi |Copulsay Tum RhfVLefr signproided YIN _ Sign for CIosre di Cafriagf abntwith 'KTep lRighfteff' at r ^int from where vehide is expected tD L chng mtn for dvrion YJN Sig 'Evr_ o to to fwcrigwy= _above sign and median gap Y1N Sign for 'Sharp Diversion of Rou wit compulsary -rum nghtlTum lr" provided where gap in median opening _ startsand traffk Is diverted to other carriageway Y/N Sign for Twoway traffic with plate indicatingdistance to which bto way traffic is allowed placed at median to left of moving traffic. YIN Derineatorsplaced starling from Carriagewaydosed sign alng the centrene of Cw e Detour sion YdceN __ Sarp Deviatio Sign placed at end of advanoe vwaming f sub zone Y/N _ Sgnag In Transiton Sub Werk zone g Signagesaying 'Keep RighVLeft"rovided Y/N h Delineatorsplaced alonglength of transition YN Signageinwork sub Zone HazardMarker piaced where railing for CD structureon I diversionstarts YIN i Banicade on eifther side of of work sub zone YN _ _ _ Signage In Temrnnafonsub zone Sign for tndicaion of endiof work zone 120m fromend of k termination sub zone WN Certifiedthat the road safety meqasureshave been adoptedas speofied and as perthe diretions of the SC ProJect Engineer Contractor (SupervisionConsultant) C19: SUMMARYMITIGATIONS/ ENHANCEMENTS (MonthlyReporting by Contractorto SC ) Construction Stage: Monthly Report -Date_Month_Year Physlcal Target Financial Target Completion Target S. itemiTre fts oa Datteof No. Target argetd of tsk (lTat) B udget Spent % used Target Date Completion if Reason for Delay If Achieved(lace) completed ~~~~taskcom,iet!Rd any 1 Cultural Properties Unit 2 Water Bodies nos __ _ .. . 3 RoadJunctions m . . 6 Bus Stops nos 7ITruck Laybys _ _ 8 Access controlgates nos 9Ramped Access to embankment nos 10 SteppedAccess to Embankment nos 11 SedimentationChamber nos 12 Chain link fencing nos. - 13 Cascade and Gablon Structure nos 14 Barrier to prevent Garbagedumping nos 15 HandpumpType 1 _. ._._.-nos 16 Hand Pump Type 2 nos ._ ._._. IHand Pump Type3 nos . 17 ______18 Noise Barrier Type 1 nos 19Noise Barrier Type 2 nos 20 Oil interceptor nos ._ 21 SeatingAround tree 1 nos . 22 SeatingAround tree 2 nos 23 SeatingAround tree 3 nos 24 Seatng Around tree 4 nos . 25 Seating Around tree 5 nos 26 Seating Around tree 6 nos 27 Seating Around tree 7 nos 28 Seating Around tree 8 nos 29 Well shaft touching ditch nos 30 Well shaft within embankment nos ._. 31 Wellshaft within RoW nos 32 Canopy nos __l 33 Washing Platform nos . 34 Shrine nos . . Dletedas specifiedand as per prevalentgood constrcution practices. ProjectEngineer Contractor (SupervisionConsultant) C20: ENHANCEMENT/MITIGATION OF CULTURAL PROPERTIES (Reportingby Contractorto SC) ConstructiGn Stage: Monthly Report -Date Month Year Side(NIS)and CompletionTarget S. No. Location(Ch) Distance from CWA . E n(in) Target Date Date of Completion if Reason for Delay if any Certifiedthat the mitigation/enhancementworks have been completed as specifiedand as per prevalentgood constrcution practices. ProjectEngineer Contractor (SupervisionConsultant) C21: ENHANCEMENTiMITIGATIONOF WATER BODIES (Reportingby Contractorto PIUafter Cerification by SC) Construction Stage: Monthlly Report -Date-Month Year CompletionTarget S. Location/ Side(NIS)and No. Chainage Dist from CW(m) Dateof Completion Reasonfor _iTargetDate task completed Delayif any 7 (Supervi1C sion______Consultant) ______11 12 iProject Engineerl C22: ENHANCEMENTOF ROAD JUNCTION (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year Location! Completion Target S. No. Chalnage Target Date of Completion Reason for Delay if Date if task completed any C23:ENHANCEMENTIMITIGATION OF BUSSTOPS (Reportingby Contractorto SC) IConstructionStage: Monthly Report-Date Month Year S.aNo,* *Side(NIS)and CompletionTarget S. No. LChationag Distfrom ______Chainage CW(m) Target Date Dateof Completion I_sn for Delayi any Certifiedthat the mifigation/enhancementworks have beencompleted as specifiedand as per prevalentgood construton practices. Project Engineer Contractor (SupervisionConsultant) C24: REPORTINGFOR ROADSIDEPLANTATION All landscapeworks to be as per LandscapePlan (Reportingby Contractorto SC) {ConstructionStage:. Monthly Report -Date_Month___Yearl Landscape Trees along roadside Traffic on Shrubs in Creeperson S. No. Section fopt mein NoiseI (Km-Km) 1st row 2nd row 3rd row 4th row barriers C26: SURVIVALREPORTING FOR TREETRANSPLANTATION (Reportingby Contractor to SC) ConstructionStage: MonthlyReport -Date Month Year at which Transplantecdtrees S. No. Total Trees Total Km-Km Planted Surviving ° Survival .______nos nos __ _S2rvso Consutant [Certifiedthatthe ProjectEngineer Contractor C27: REDEVELOPMENTOF BORROWAREAS (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year Reporting by Contractor to PIU in Operation Period Drawingfor Redevelopmentto be attachedfor each Borrow Area Description of Redevelopment,if Quarry Code anylConfirrnatation to existing S.No No Redevelopment Plan Remarks by SC -Certifiedthat the funshedinformation is correct ProjectEngineer Contractor (SupervisionConsultant) IC28: REDEVELOPMENTOF QUARRIESl (Reportingby Contractorto SC) |Construction Stage: Monthly Report -Date-Month_Year ._ Reporting by Contractor to PIU in Operation Period Drawingfor Redevelopmentto be attachedin case Quarrying has beendone at site which did not have redevelopmentPlan Description of Redevelopment,if Quarry Code any/Confirmatation to existing S.No No Redevelopment Plan Remarks by SC Certifiedthat the furishedinformation is correct ProjectEngineer Contractor (SupervisionConsultant) IC29: RESTORATIONOF OF CONSTRUCTIONSITES (Reporlingby Contractorto SC) Construction Stage:Monthly Report -Date Month Year_____ Reporting by Contractor to PIU in Operation Period Si. Item Location(k Unit Volumeof Topsoil Remarksby SC No. m) (cu .m) Restored(cu .m) 1 Restoringtop soil at diversions a b c d .= 2 Restoringof topsoil at WorkersCamp a Restoringof topsoil at Constructionyard 3 and disposalof spoil a Certifiedthat the mitigationfenhancementworks have been completed as specified and as per prevalentgood construction practices Contractor ProjectEngineer GRANDTRUNK ROAD IMPROVEMENT PROIECT EMP REPORTING OperationStage Reporting by PIU to CNHAI QContractor-- Report dtd- Package- |C30: DISPOSALOF CONSTRUCTIONDEBRIS (Reporting by Contractorto SC) Construction Stage: Monthly Report -Date Month SYear_ Reporting by Contractor to PIU in Operation Period Drawingfor Redevelopmentto 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 MONITORING Reportingby PIU To NHAI(Central) Operation Stage: Report -Date Month Year Target to be preparedby PIU beforeConstruction penod All Annexuresto be appendedwAth format First Year of Construction- Second Year of Constrction- S No Monitoring to be conplete by- Monitoring to be complete by- Locations for Rainy IWmnter Summer Rainy iWinter Summer Monitorlng Season ISeason Season Season iSeason Season Air Pollution Monitonng a _ _ b . _ d e Noise PollutionMonitoring . a _ b d e Water PollutionMonitoring . a _ _ _ _ J ______ b ______ e__ _ _ t_ Soil Pollution Monitoring III_ _ _ _ _ _ a ______ d jCpaelli¢9-' st2qe: MonitWlY Repoo D:IiOut3 _Y13t:ear Locationi/lnc iccje-tia .,4cc: it ..ic~i .o.r:~naTrarminunted wh Trees wtolcti r,ee!; 'n-aw;1pi)alllntut Toial Vre~l .T-tat SIurvifiniIt< A $ur'iivaILi FZ-e-rtitied tha777 f-un stie-d 'i oim cnII iso2 ec t P'roje~ctDirector ~~:.2;:FL. RPUT FriOR F RA DEItdELANDSCAP'INGJ :i ~~~~~~~~~~~Shr-L,!';Si1`t141!ia31 TLurfng on Median TUrfingon Emibankmiernt Kr-mwo h L j 0'rii Aurea W(ifaedi Sria Area Curfeac!.3reai -. 1 ~~~~~~~~~~~~~~~1 tm..d iqcisei Sfia tAfeds q 3urisa ------m-.- ...... -. ---- - . -- -, ------. - -~ ~ ~ -~-- -. ~ I2 ..---.-.------GRANETRUNK ROA IMPRIVEMENT PROIECT EMP REPORTING OperationStage Reporting by Contractorto PIU Contractor-- Report dtd- Package- 04: POLLUTIONMONITORING (Reporting by Contractor to PIU) Operation Stage: Report -Date-Month Year r (Locations at which monitoring to be conducted as per EMP) CompletionTarget Details of Durationof lInstruments Date of S.No Chainage Detion Durin Used Target Completion Reason for Location Monitoring Used Date if task Delay if any | completed Air Monitoring ______2- 3l 4. Water Monitoring 1 I 2 l 3 l . 4 5~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Soil Monitoring l 2 4 1 Noise Monitoring 2 2 _ _ I _ I_ II_ 3 Certified that the Pollut,onMonitoring has been conducted at all the locationsspecified in the EMP Contractor ,\La - I> LeaAssociatesSouth Asia Pyt. Ltd. LeaAssociates~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ New~~~~5 Delhi // ~C~ ~ ~~ ~ ~ ~ ~ ~ ~~~~~~~C II) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~PROPSEDFLOWERINGTREES PLANTER SPECIES-AMALTASC BR C/C CIRCLEMADE BY CURB STONES - IN N TO DELHI KEY PLAN CURB SLAB SIGN BOARDAS WRITE UP| N '- - ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~EDGINGBY CURB STONE1S PROIPOCDFLOTCAENTI TREES .~ \ . G\ 7' < !2SPECIES-AMA -AS C 6M C/C BRICK PITCHEDEDGE - \ PROTECTIONAT 1:2 SLOPE -. _-\ 8 AS PER TYPICALDETAIL T-25 KUOSRNAR- __ NOSMINAR - - 0 < (? '1 F F R\U _gi NEW WIDENINGLINE SIGN BOARD AS WRITE UP -_.\_\_\._-\ TO CALCUTTA NIE - DrOing NO: VB24l DR P ET _ati HighwaysAuthorityOfIndia GRANDTRUNK ROAD IMPROVE-MENTPROJECT Nainlih y AtotyOIda I) TLL2 ''P*FT~'- I M'-, TI~C TiL, PACKAGE VB CHECKED: MRINAL INDEPENDENTENVIRONMENTAL REVIAW I,DI-iB5 2) DL CIVEt,F IS' APE N VV .J1NTF5' YT-EPw SE SbITED CHAINAGE 2442 DESIGNED KURSHIKESH TTLE LeaAssociates South Asia Pvt. Ltd. O) STE S L' CI- APALTLE SC3 1 2L50 DI, DESIGNFOR ENHANCEMENT OFKOS MINAR AsM- a OB22frd-IWPvt .. 8220 PAVING 161 6000 3000 TYPVEI hAIS P EYhAYCEMENT WPEI ~ ~ ~ ~ ~ SMMHOPC 18 20MM,:m ~ 6M HIKSAM CR SA | , ,.t ' ' X ~~~~~~~~~~~~SECTION- B-B| I X iLANTER . j \ EB~~~~~~~~~~~~~~~~~~~~~~~~~~~~FNISMHEhDWITPHNCEATCEMENT :1 ok 4| \9, ,/ 9230 \E ~~~~~~~~~~~~~~~~~~~~~~~SLU^RRY .R_ =IUN TYPE2 ITYPENGTYPE2BRICKWOR'KINSECOND CEIA_ _ _ _ _ CMEN TIENTTILESLES oC (1 1 1O ___ - - P.C.C. (1:4:8) 16 600 SOS TEMPLE ON NORTH SIDE OF THE CORRIDORAT 252.000 CHAINAGE SE,^ON - NOTES: =RWN N .AU POET GADTUK ODiPOEETPOET 1En~O ni 1) FOLLOWWRITEN DIMENTIONS ONLY PACKAGE: VS CHECKEO: MRINAL _ IDEENDET ENVIRONMENTAL REVlEW N_ Or '11Ms 2) ALLDIMENSIONSIN M CIHAINAGE: 252.5 DESIGNED:HRUSHIKESM TiTLE ENHANCEMENTAT CHAINGE 252.000 ,LaAssoes SouthAsia Pvt.Ltd. LNYPLA 3) ANYCHANGES TO EE MACBTroBE APPROVED - 1M BY THE SUPERvlSIONCO NSUILTANT SCALE: 1:2LO CHECKEO: DIPALI -WJ9 P E .BBS 68EION TO DELHI TO AGRA A - / EDGEOF SHOULDER 4000 K> \ I CRASHBARRIER \] .' /- / \ \ '\00 l l ,,. ') i: l~~~I CURBLININO g 7400 o I O V\ // ~S EsPANTERN n_ o_ e_ / . \\. PL RKEY PLAN_ SFATING~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ EFRDRWN .;1 I I 7771777 G TRUNK ROAD OM. CEMJNTTILES IFLVREMTNNPCE V CCDMAL E KEY PLANPENDENTEDNIRONMECUTYPE 2 _ON~ DRAWING TAILSR PLAN263.190 OF TEMPLEON SOUTH AT SIDE OF THE CORRIDORCRASHIBARRIAR±0.0~ ~~~~~- I k - 04M BYTESUERVSIOCONULTNT CAL: 150 CHEKEDsPAI . _ NLbll.110.7 3LAN ANY9HNGET0EMDETBPOETEMPLEGE: AT13.192D3E9ONSO SIDNEDHRU§ITHKESH O nE CORRIDORTSECT N A ates t 2M. 7M. 2M. t TO DELHI TOCULTUrTA -ELECTRICITY POLE KEY PLAN SEATINGAS PER ENHANCEMENTR _P TYPE 2 A A PAVING1~~YPE 2 C3 ~ ~~~~~~~~~SLAB 'MN~~~~~~CURB IE 165X500X505 - 75MM THICK P.C.C. -:41 R ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~(1:4:8) /'/ MRAMMED EARTH DRAN TOWARDS DITCH EDGEOF SHOULDER ~1.25M - 5.75M 0.15M 15M___ ENHANCEMENTAT 271.250CHAINAGE ON THE NORTHSIDE OF THE CORRIDOR 015 M. SECTIONA-A NaDTonal__ Hlhwy O NOTES: V8071.2E4 DRAWN: Y,AU ECT M EdPOET m hw:an.GADTRN HihasAtodyO ni 1) FOLLOWWRrrN DIMENTlONS ONLY v. . VB CHECKED. RINAL INDEPENDENT ENVIRONMENTALFEVIEW 2) FOLLOWWRITENDIMENSIONMION30NLY T Lea AssodatsSout Asia Pt. Ltd. DIMENSIONTN M T P271.250 DESIGNED: HRUSHIKESH TITLE 2) ANY ENHANCEMENTAT 271 LeaAssociatesSuHNEEATia5.NLtd. B) ANYTCHANGESSUPERVISIONTO MONSUTADTO BE100 CHPROVE:DIPALI IN IAI~.-t BY THE SUPERVSIONCONSULTANT a ~ 110 CEKD TO DELHI TO CULCUTTA ___ ~~~0 -8000 3500 T -77-7 7- <° RAILINGTYP -2.7 8| ' / EXISTINGTEMPLE CEMENT TILE TYPE I 75 MM THICK P.C.C. 1 KEYPLAN FLOWER BED (1:4:8)KEPA WITH EXISTING lllllllll30 BANANA TREE RAMMEDEARTH EXISTINGWAL 50 MMTHICK DRAINTW S P.C.C. (1:4DRI DITCH T ±0.3 0.0~~~~~~~~~ 0.3* 2 TREES J ITING RT GM EC -- ao-00 ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~.~us IE51NPLALN OFHNG:24 ENHANCEMENTEINE:|HUHKSAT27.3ILON.a CHAINAGE NORT SIDEite OFut THEa CORRIDOR.!s BY THE SUPEEVISIONCONSUTANT SCLE 1:150T CHECKED: |DIPALI u . 18700 TO CULCUTTA TO DELHI HAND PUMP DRAINTOWARDS CRASHBARRIER - SEATINGAS PER FLOWER BED _ o o ~~~~~~~~~EDGEOF SHOULDER - _.1 F~~~~~~~~~~~~~~~LL ~ Z o59 4000 L0LLL K … L -L LLL LL LLL L so . to-LL~~~~~~~~~~~~LLLL4L.2LLLL-LL<''N'T''-'tLLL.'' \,/A ! i984000~~~~~- -L¢LLLLt ..LLLLL. titTtt.,.LL_LLLLLL..,thh ...... LLL.. *.-t-tL2,°°°'36l,o°.,,tLtStLttI oo-T--- KEY PLAN L LLE;; LL L LLD L tLLLLLLL 'L LLLLLLLL ArdLL-LL / /// ~~~EXISTINGTErP//X 1000 E5 _ 00/ / //f/ / / //40 PLANOF ENHANCEMENTAT CHAINAGE275.820 ON SOUTHSIDE OF CORRIDOR CURB SLAB CEMENT TILES 165 X 500 X 505 TYPE 3 SECTIONA-A NOTES:~ ~ ~ ~ ~ ~ ~~wm K~w4 POETNational HighwaysAuthority Of India NOTES: I 11 IDAN .~ I) FOLLOWWRITEN DIENltIONS ONLY GRAND TRUNK ROAD IMPROVEMENT PROJECT , 1) FOLLOWONLY WRITENDitAENTIONS ~~~~CHECKED:MRINAL INDEPENDrENTENVIRONMENTAL REVIEWV NWWS. IIOCl 2) ALL.DIMENSIONS IN M 3) ANY CHANGESTO BEMADE TO BE APPROVED DESIGNED;HRUNSHIiESH 1TITLE LeaAssociates South Asia Pvt.Ltd. BYTHE SUPEFtVISIONCONSULTANT | _~E ENHANCEMENT1XATE-275.82U CHAINAGE | .~ F..,8.oE8H - 7 BY THE SUPERVIION CONSULTANTCHECKED!DIA TO AGRA APROPOSED FLOWERING d >r AMALTAS TREES 0 6M C/C- I DS | : ~~~~~~~~PROPOSED SHOULDEREDGA>RPSEDFLOERGC/| - PAVED PATHWAY:T-27 TYPE-4 KEY PLAN EXI$+iGROADj ----- PROPSED GUARD RA1L AS PER TYPICAL DET-1 ------~~~~~PROPOSEDFRUIT BEARING EXISTING'R D LVL±p TREE OF SPECIES MANGUFERA ,,I I I - -- . 0_------H INDICA 9) 6M C/C /-1 l Q1 & - SURFAQiE VTER- _-_- - - . ; PROPSED CONCRETE PAVING - AS PER TYPICAL DET-I IT-- R ASl|1WPND PERCTLYPIPCAALN,DETAILUN PROPOSED SLOPE PROTECTON C'12431 I? WITH CONCRETE BLOCKS AS PER TYPICAL DETAILS PROPSED LOW BRICK WALL I f lS PROPSED TAMARID TREE WITH *I I |IAXPA{;i ICHABUTRA AROUND AS PER DET- TO ETAWAH NOTES DRAWING: VINZ92.a7' ORAWN: Y.RAJU PROJECT NationalHighways Authority Of India 1) FOLLIDN ~~VRITTEND MENS ONS 0,% GRANDTRUNK ROAD IMPROVEMENT PROJECT ft A 1) FOLLOWWRITTEN D MENSONS OSSL 5Y| PACKAGE: | VBE | CHE-CKED: IMRINAL L INDPEIDENT EPNVIRONMENTALREVAEW 2) ALL DIMEIISIONS ARE IN MM JNLESS OTHERWISE5-ATED CHAINAGE: 292.3 LE 3) SITE SPECIF,CCHANWSES ANY. TO BE MADE ONL: ON APPVAL I FR DESIGNUFORENHANCEMENTOFCOMMUNITYAREA | AssciSouthAsiaPvt.Ltd. SF SUTEBV:S ON COSSuTAJLY ScALE lilON ~~~~~~~APPROVEDJDIPALI N-*I-11O~8 KEY PLAN ROOE--PROPOSEDEWE P PDOPSOD PAThWAY-_A : .R.0POPOSED PROPOSED_ P00NC ENTRY TOP0TLL, ,J2OY ; INYW LLL L - y PROECT Nt) anl Higways uthorty OfIndi 2) An}\ VLLL DIMENSIONS IN MMPUNLESS OTDEE ORWISED STOWATCS PLLLIED SUPERSION24CONSULTANT SCALE i.2eS APPROVED: DIPALI 0000*40OLLLLLL 2) ALL DIMENSIONS10INOMM UNLES OT ER IS STATED .__ LL__ rrI-cAL - OETAIL L -_ _ _LLL(4omPR.Rm)LL 29 82 3) 1TOLYON SFCIICCANESIF PPOVANYTOBEMAD O CHINGE 2924u DESGND: RUHIESH T1LE SUPERVISION~~~~~~~~~~~~~~~~~ NiiANEMNTOF OM UNiY REAi'.e AsoatesSoth SCUL:L0 ~PRVE:DPLLLwsl.50I2 COSLTN sl ivt.Lt. LflA55Ci'L TO DELHI TO CULCUTTA KEY PLAN PROPOSED TURFING PROPOSED AMALTAS TREE 1o0Mm , 0P 6M C/C ~ RI'- E PAVINGTYPE-2 I I. I CA ''. PROPOSEDE3S - PLhNTERS AS PER Iz \ \ \ _ \ O TYPICAL DETAIL WITH MARIGOLD C11!) | \ \, 12 LO PLANTATION !l C1 C3 C1 A _ TREE EXISTING STRUCTURE EXISTING STRUCTURE 15 NOTES Dru,*gNO: IV39. DRAWN: ; Y.RAJU GRAND ITNational Highways Authority Of India 1) FOLLOWWRTTEN DMENSONS ON.E PACKAGE:V3 CHECKED:MRINAL GRANDTRUNKROADIMPROVEMENT PROJECT 2) ALL DIMENSIONSARE IN MM UNLEA OD NHFYWIOESTATED CHAINAGE 292.70 DESIGNED-.HRUISHIKESH| TITLE LeaAssociates South Asia Pvt. Ltd. 3~ 500 SPE Fno CHANGESF ANY, TO BE MIADEONLY ONl REEROVAL EATRU N-DSGNFREHACMNTO ____ DF SUPERVISIONCOIA7ULTANT SD 1 APPROVED-DIPALI DESIGNFORENHANCEMENTOFGEMATORIUM.00. PLANTER MADE BY , REMOVING SQUARE TILE O IN PAVINGTYPE-2 TO DELHI TO CULCUTTA 1EXISTING SHRINE l -gcg 0~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ i-,El< zL El O 0 HANDPUMPTYPE-3 o ADDED WITH DRAIN o TOWARDS DITCH 1j5Si Ml |>XH ;IT1 _ 24000 M0lrL KEY PLAN PROPOSED CARRIAGEWAY EDGE DRAIN TOWARDS DITCH EXISTING CARRIAGEWAY EDGE ENHANCEMENTAT 300.000ON THE NORTHSIDE OF THE CORRIDOR NOTES: ODF VS!300.0110 DRAWN: Y.RAJU O National Highways Authority Of India 1) FOLLOWWRITEN DIMENTIONS ONLY VB CHECKED:MRINAL GRAND TRUNK ROAD IMPRO\/MEN PROJECT N 2) ALL DIMENSIONSIN M 3) ANY CHANGESTO BE MADET BEAPPROVED aoCl 3DD.0D DESIGNED: HRUSHIKESH TITLE ENHANCEMENT AT 300.000 CHAINAGE Lea Assocates South Asia Pvt. Ltd. BY THE SUPERVISIONCONSULTANT a 1:75 CHECKED: DPALI NU 11 TO DELHI TO CULCUTA 0 ,EXISTING MOSQUE / / . // 7 7..... / / 7''./...... ,EL / / /FIFl.. BED / / / ,-HAND PUMPENHANCEMENT KEY PLAN - PAVINGTYPE-2 PLANTER SEATINGAS PERDETAIL --- 7 CURBSLAB 2 165X500 X505 F- RAMMEDEARTH RlAING TYE - 1 = 50 .1- 40 ' '-- 1- ~~~~~~~~~~~~~~~~G.L. |3000 - FLOWERBED F S P 3 > M 6 N 9300 9000 SEATINGTYPE-3 ENHANCEMENTAT 303.750 CHAINAGEON THE NORTHSIDE OF THE CORRIDOR _05M Eri SECTION- B-B . _ ~~~~~~EDGEOF SHOULDER NOTES:. RFNO vusl DRAWN:IY.RAJU 1PROJECT NationalHighways Authority Of IndNia PROJECT 1) FOLLOWWRFrEN DIMENTIONS ONLY V. ~GRANDTRUNK EROAD ?KROCNMEALIMPROVEMENT NEOTSP. REVIEWV Nh,4EDdll-I 1) FOLLOWWHITEN DIMENTIONS ONLY p V* CHECKED: MEINAL lD Lea Associates SouthAsia Pvt. Ltd. 2) ALL DIMENSIONSINMu TO DESIGNED: HRUSHIKESH TmE 303.750 CAINAEW W B) ANYTCHANGESUPOBERVISION TADNTOBE A D DIENHANCEMENT AT SYTHE SUPERVISION CONSLULTANT w in CHECKED DIPAU.IO~ TO CUJlQUJv_ . ~~~~~~~~~~~~~~~~~~_D_ELHI -EDGE OF PROPOSEDCARRIAGEWAY ~~~~~~~~~~~~~~KEYPLAN 2807 2807 5189 N~~~~~~~~~~~~~~~~~~~~~~~~~~O .____ PLANTERAS PER DET- 1500 MM HIGH 250 MM THICK BRICK WALL PEBBLE CLADDEDMOUNDS 9022900 .\f~~~~~~~~~~~~~~~~~~~~~~~~r NationalHighways Authority Of India FILE: VBI31O9/12 DRAWN: Y.RAJU ROECT NOTES ~~~~~~~~~~~~~~~CAD PROJECT mE-t-Am' V HCE RNGRANID TRUNK ROAD IMPROVEMENT 1)NOLLOS *S L ESTSOL AKG: ENVIRONMENTAL.REV1EW N.wD*~-110~. ONLY PACKAGE: VS CHEC ~~~~~~~~~~~~~~INDEPENDENT 1) FOLLOA DMENSIONS Lea AssociatesSouth Asia Pvt. Ltd. CMANAGE: 310913 DESIGNE RU/IEH InTUE 2) ALL SDVENSSONSARE iN MA- UJNLESSCTHEAWIlSE STATED OFVILLAGE GAT E AW- .10mNF~~. MASS ONLY SN APPAOVAL ENHANCEMENT U) STE SPEC:FC CHANCES IF ANY, TS EE A-PROVED DIPAIJ Or SUPERVSIOECONSULTAN/T SCALE 1:200 KEY PLAN PROPSED GUARD RA AS PER TYPICALDET AS PERDETAL TYPICL 0-2 O~ TiIVL D5 PROPOSEDCONCRETE PAIING MRO--SE5+~OWE \G TREE PROPOCEUT --SEATING AS PEA TYPICAL DEPAIL PROPSED GUARD RAIL COMOPUNO L P * COMPOUND~ WALL~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~CMONDWL TURFINGP POPOSE E HOIJOTEREDGEEATSEAWNG T DESIGNED:1TT'-EHRUSNI)(ESN ~ ~ ~ ~ ~ POPSE 3)CEL SITUO SPFC:F]CAASATTAEXISTINGIMN51C CAST/FTCE: IFIS Al:.F 1: TOIF ULA IFACE T ^sE SE UACE 'L O >ALPR9AL TTI t DESINDESIGN FORFOR ENHNCEMENTENHANCEMENT OOF COMMUNITCOMMUNITTU ARi4AARIAG NS 11eEXIS CAL. DETAL l I FOLLCv W ITTEPACKAGE:VD D MEIIS lNS CI4L CHECKE: MRINAL INDET>ENENT ENVIPONMENZAL EVIEW _ _ Lea AC' atesASSPER Tsia @ OFSIFERNIS CT. CTSSJLTAET SCALE 1:300 ~~~~~~~~~~~~~~~~~~ 100~~~DEXVT1N A AS PER LENGTH OF COMPOUND WALL LJ L L L L / C H ,, PAVING LL PER ce NGTH OF COMPOUND WALL I _ _ _ _t_LzIL _LL n WSLTLLLLL F------LLL \ LLLLLLLL - \T\-LLLLLLLLLm LI \-LLLLLLL \ /LLU[LLLLPLN -T-~ ~ ~ 34 COPINGCNG I 270MM~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~5M ,8RICKBAT THIKI THICK WALL~~~~~~20M " P. C. CEMENTRANC. (M20) ~ TUN ROD MPOVEENTPOJETES SECTIONA-A 2581 NOTES: Ie. DRAEM: RAEH POIC RN RNPROPROECT ODIPOE NatonalHighways Authority Of India 1) FOLLOWWRIrTEN DIMENSIONSON~LY z I ______CHECKED: HRLISHIKESH INDEPENDENT 2) IILLDIMENSIONS INMM ENVIRONMENTAL REVIEW r _.LaAscae ouhAi y.L 3) SITESlEcIFIc aM4Es IFANY, T0O3EMADE ONdLYON APRVAL OF asDESISNED HW~SHKSH Tr DETDAILSFOR PREVENTION OF DIRECTACCESS SIPERISIONCONSULTANT I APPROEED: WALI I ONHiGHWAY A_P-~F 'VIP - - +5~~~~~~~~i 111AI ----- I...... k ._, X W X W W X i''''"' "'' R R~~~ :::.:.:.-:-:...... :~~~~~~~: -::: :::.....-.-f - .- ...... :- ....,....., I~~~~~~~~~~~~~~~~~~~~~~ I I"S- II ° I *-.-...... ^ ~~~~~~~~~~ii 1-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~llDTYPE 1.MFCC ~~~~~~~~~~~~7- ~~~~~~~~~~~~~~~~~191APL. :il flQt99fj (0.9m0 I T L. 0 i PT. Pt M AN M TM \ t | t FIOA~~~~~~lom P.C~C)DM>6D) M mc \09. w rwnw 1Tn FnaF nF .~~~~~~~~F :~~~~~~~~~...... -f...... -...--.1.:...::::::: ::::::::::::.::...... I . ~~~~~~~~~~~~~~~~~~...... ,_,,...... ,:is ...... !L. .:!:!::...... a D)I'CC:::: K .AS:.... , ] j... ...... S....A 0~~~~~~~~~~~~...... ::1E1A M i w S--:,, ~~~~~~~~~~~~7AN1WE 1 I Lc5l ~ ~ ~ L 1)NGOTE WRIE Diui NCT43 DRAxWN: HRUSHIKESHPROECT GRAN TRUNKYROAD IMROEMN PROJCTa 1)FCNLOWWRITTENDWENSONSONLY~~~~~~ NEUNIES INDEPENREONT EDNVIRONMEN-TALRVE Hihwy A1ht ofIni 2) AU.DIPESdSINS N bW UNLERSOTHERW MSE STATED. D 11 3) SITESPECIFiC CHANES IFAIN. TO BE MADIE 0EV ORAPPROVAL OF | STEPPEDEKNDtHRSIEH|TL ACCESS QEa Q flL AS ITOS Sot A=i P= -Ltd 1HEENANEER I | IDIPAU s. ti. ~~~~~~~~~~~~APPRDVED IunP SCALE MANHOLE(1.2 m. X 0.6M. < > I eH (¢0 z M.X 0 6M, , X ~~~~~~~~~~~~~~~~~~~WINGWALL 12MMTHICK PLASTER DINCHLINE DITCHLINE I LINE RUN'GS(MS SECTION -~OPENING FORDITCH 45MM X 45MM) 0.45M. \ .: WATER(0.6M. X 0.6M.) WIDE@ 0.3M. c/c WITH 16MM0 IRON T . . _ _ . . = +.o zz> 7-<- ~~~BARS CAST IRONPIPES ON CAST IRONPIPES ON EITHER OFTHE SIDE EITHEROF THE SIDE TOWARDSPOND TOWARDSPOND (0.9M.DIA.) (0.9M.DIA.) FOOTING -- _ I finn !_ REINFORCEMENT FOOTING TANK. 12MMOMAIN '60 REINFORCEMENT,8 MM SECTION X-X CASTIRON PIPES ON ELEVATION REINFORCEMENT TOWRDOFSPO D X-n ~~~~~~~~~(0.9M.DIA.) x -- tj (0.9M.DIA.) ~ ~~~~~~~~~~~~~~6MMDIA. 0150MM l l z85O 1 ~~~~~~~~~~MANHOLE(1.2 C/C AS M._ X 17 0.6M.) =- - -- _ C | DISTRIBUTION r 1 1 1 4 WlNGWALL REINFORCEMENT rFX T = '. *. . .; = iitl -/@; IZMM THICK r 1 | | | | [ en1 (TREATEDAS ONE PATRNG0I:3 MORTAR -- F - -T1T-TIFF1 OPENINGj < FOR DITCH F| ATR(0.6m.x O.6m.) NCING OMI`~~~~~~~~10M00200MMC/C I6FT~ j B9CIRON5X L l 1 i REINFORECEMENT B I L ~~~~~~~~~~~(TREATEDAS ONE 9 F ; , , ,|, , < , w * I ~~~~~~~~~~~~~~~~~WAYSLAB3) _ _ + _ 4 _ _ 9 ~~~FOOTINGl. X 4 t ~~~~~~~~~~~~~~~~~~~~~~SCALE: PLAN TOP SLAB REINFORCEMENT NOTES:I) FOLLOWVRiTTEN Dlk4SIONS ONLY D.W*kN.: T-4 DRAWN: HPJEIKESH RoJECT NaIoniSl HIghwsyu Authoity Of IndiaI 21 ALLDIMENSIONS INMM UNLESS OTHRW SE STATED GRAND TRUNK ROAD IMPROVEMENT PROJECT I. a s gA 3) ErTHEROF THE PIPES HASTO E USED DEPENDINGUPON CHECKED: | HRUHltE6H INDEPENCENT ENVIRONMENTAL REVIEW| e 1¢l SISIE SPEII COANDrES IFCALTOE. AD OPLYON ¶0J*DESIGNED: HS. IIWS TrrLE 3) SOPY P WiM IFANY,M 3EMAE ONY ONAPPROVAL| LeaAssoclaite South Asia PVL. Ltd. __ | SEIMEATAON CAMBER |EALh.w*.tC.b s OFTIHEENGINEER ||APPROVED: DtPAU 11-11a1L KNATURAL FALL UNE OF THE LAND. 15c: X__ OF WEiRS FOR CA.ADE)1 SPACIN1 UN, DETERMINES LASTWEIR WALL TO BE CONSTRUCTEDWITHIN F REQUIREDSIDES AND INVERT S 1 .ORADIENT~ < P'ROFILE OR AVER BANK AND BASE OF WEIR OF DIOTCHWUH TO BE PR~~ CTED ~WL. TOBE 00 BEOWRIVERBED LEVEL P.C. BLOCKSLAOD ON AVER BED xx REFERTO DETAIL'A' ON NISCELLANEOUSDETAIL Rt E SLOPE PROTECTON MACCAFERRI GABON GEOTEXTLE iHON OR CASCADE (STANDARD) O NR \ LONGITUDINAL SECTION GAION BOB LAJDOW LEVELLE AND COMPACTED DETA.L-. GROUND DRAINAGECH-ABANEL PROF~~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~RA UNAVDtK E asc 'gY ' IWNCCREEBRI GABION OR EQUNALENT FOG,7GQ 7sc _1 ~~~~~~~~~~SHOU.LQER 0~~~~~~~~~~~~~~~~~~~10 8 8~~~~~~~~~~~~~~~~~~~~~~~~~r 1 1l \CGTEXTILE 4EONOR 0.1 - SLL _APPROVED KEEPOR EQUIVALENTGABION(M.G.) _____ LEVELLEDADD COMPACTE~~~~~~~~~~~~~~~GOUD 0.1211 IF REQUIRES SIDES AND INVERT GROUND OR 01 2x1x1M SIEILAR APPROVED MACCAFERRI GABIQN OR EQUVALET OF DITCH TO BE PROTECTED WOrH P.C. BLOCKSLAIG ON SEOTEXTILE DETAIL-1 REFERTO ON MISCELUANEOUSDETAIL DETAIL1_11_ ' SLOPE PROTECTION CASCADE CROSS SECTION GABIONBOO LAJO ON ALEVELLEDAG COMPACTED CROUND GAERON ~~~~~~~~~~~~~~~~~~~~~~~~~~~DETAIL-2 m, IN To CHANNELt SIDE| WGWWIH D0^APHRAGIO lll m (WWG)| ]!ID:EC:= \ gRIVER BANKPROFLE GUIIERAL LASTWEIR WALL TO BE CONSTRUCTED \C(CD) il < (wrBASEWITHIN OF PROFRLE WEIRBALL OR RrVER T E10BBAK BD EO WATER EXISONG RED G. (WWG) GEOTEXTILE MIRAM 140N - OR SIMILARAPPROVED AT BAKGEOETLE THONOR OF CASCADE ANDWING CABIONS O GEOEXIS APPROVED E \ RENOMATRESS CASCADE GABION WBTH DIAPHAG4MS t GAG~~~~~~~~HioNBOX LAOD ON TYPICAL CROSS SECTION DETAIL THROUGH GROUNDA STEPPED GABION 'CASCADE" FOR DITCH ENDING DETAIL- DETAILS OF GABION BASKET RETAINING WALLS NOTES: . 0-BT RW' MSI RJC Natioal HighwaysAuthority Of India EPROJECTE_.li; A 1) FOLOWWRITTLEN DIMENSIDNS ONLYc_htNeT4 MMN j HRUSHIKESH PROJECT GRANDTRUNK ROADAND IMNKPROADEIMPROVEMEN REIEW Asa1_0-1Ld CEEC KEO: HRUS KIKESH INOEPENDENTENVIR tNMENTAL l) FOLLOWWR TEN DIMENSIONS TO RM 2)_ALL_DCINI S N_MM DESIGLED TITLE Los AHRUtHIKESHAssociates South Asia Pv Ltd. 3) SrESPCFI II IPANY. TO BE MADE ONLYONIAPPROTAL OFCASCADE ANDGABION STR~UCTURE A__N__kOWW SUPERVISIONCONSULTANT APRVM DIPAU NWO.1UO 2500 ANGLE SECTION (50 X 50 X 4) CEMENT MORAR ELEVATION n 400 In SECLTION A-A CHAIN A 18MMTHICK _ CHAIN_ 8 LINK B PLASTERIN 1:6 LINK r CEMENT MERAR L JB ANGLESECT10N JF CEMENT1:3 M0RTORK M[1RAR-!WTIN - I I(50 x 50 x 4) --T ~~~~~~~~~PLAN -X .9 P-P..C.M20 SCALE: 500MM 200M OMM 50MM 00MMm SECTION B-B hrdNall Highway AuthortYOf IniI a NTDRAWN:HRIJSHNM POECT 1FCLWWlTNDIESONS ONYDb 1) WRIrrDI OIIdENSIONS ONLY oi~~~w~ URUSIffiESH PIOOJECT~ GRAND TRUNK ROADENVIRONMENTAL IPOVMENT REVIEW PROJECT - 1. A-u O Id l) FOLLOWWRMENDB W ANSIONSU NIESS OIU111ZHERW S SCALE CHECESi3 HRUSHICESH INDEPENDENT 2)H ALLDIMENSONSU UNLES OTNERUE STTED SALE: 125 DEo1NE3.an KrRnUSHa4 Tn Lee AssockiateSouth Asia Pvt.Ltd. 3) SITE SPECIFI CQW4GESIF AY TO BE MADEONLY ON APPROVALOF C.H:N LIN FENCING mDHLFwnKSAP SUJPERVISIONONSLTANT APPROVESDPAJ RAILING TYPE 1 75 X 75 X 6 MM M.S. ANGLE SECTION 0 DUMPER 75MM THICK P-C.C. (M20) BED ACTING AS A D.P.C. 25MM e G.I. DRAIN 750 PIPE AT M C/C THROUGHOUTr THE - LENGTH ______- - BRICK WALLIN 1:6 CEMENT...... MORTAR 750MM THICKP...(2 (o) TYPEI~ ~ ~~ ~ ~ ~ ~ ~ ~ ~~~~~~EXSIGSCENARIO 75MM THICKP.C.C. (M20) RAMMEDBRICK BAT L. AEENSINMMUBESTATED*c- 1M . N RAILING PLANTER SHUTTER CAN NOT OPEN CEMENTTILESD G ADUMPER O N TO TOOJMMTHICK P.C.C. CM20) :.. * BARRIER FOOT PATH 660 SCALE DEAL FBRLRPROPOSED MITGATION TO PREVENT 5010MM 2001MMO1MM 500MM 10110MMGA GED W N NOTES: DuAi N T-7 rmm ilM S p-RO-JECT NailonalHighways Authoitl Of Irndia 1) FOLLOWWPrITENDOIMENSIONS ONLY GRAND NDEPEUNKEOT 2) ALL.OMENSMIONS M4MUNLES O1HERY.¶E STATED ENMIRON EMENT TL PRE JEET 11 CHJ.EStINE HRUJSI(ESN TI1E SRA T IDPRENENNTENVROAG EDUINGA OREAIGWASIEA NP 3) SIrE SPECIFICCHANJGES IP ANY, TO BE MADEONLY ON APPROVALO SCALE.'HRLW*(ESH1:m DEMONED:TrTLE A.E oPEErGRAEDMIG ON HI AiSID ~~~~~~~~~~~LeeAd AsdtS-ai.00. outhAsia Pvt Ltd. THE SNOISER APPRtOVE D:PALI N- -IW NEE ___ A - >;~~~~~~~~~~~~~~~~~~~~~~~iu I INU |ffAf, EC NSECIIONB-BN o / n_Yuzeoo - _ l _ 303333°n333 1333>03 3H 13.....3°eg. 333M | .J4";| | REINFORCEMENT. .... PLAN ....OF THESLAB... . ~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~OD D 1 PLAN NOIES DnWnSNOTZ| DRAWN |HRWHI,ZE8HIPRCUECT ~~~~~~~~~~~GRANDTRUNKROAD IMPROVEMENT PROJECT 1.11.6-AlHgwyAufni 1)FOLLOW WRTTENDIIENsONaONLY |CHECXED-|HRUSHIKE91 INOEPENDENTENVIRONMENTALREVIEW I _ mh1CX1 2)ALL DENIM OSINMM UNLESS OTHERWISESTATED I IM I001 3)SrrESPECAFICCA0NGES IFANY. 7OOEMDE ONLYON APOVAL OF LE10IDESINEDOIHRCHIKESHI TITLE H^NDPUMPTYPE1 ,_ sotsiPLd THEENOGNER| APPRVD|APALI II o1lE - > - r -X _ ~~~~~~~~~~~DlCH A 2 A 00Br lW 2 0 :..,:...... I _ _ PLAN PLAN BRICKWORK I 21 ~ ~~~~~~~~~~~~~~~USINGFIRSTCLASSBRICK AND C FINISHEDWITHFNE(ATCEMEANT 0)~~~~~ ~ LRMLG EADRARI SECTIONA-A SECTION B-B TYPE 3: TUBEWELLON TYPE 2: TUBEWELL SCALE EDGE OF THE DITCH WITHIN ROW NOTES:D*4N.T T | nd a 1)FOLLOW WR7TrEN DMENSIS ONLY GRAND TRUNK ROAD IMPROVFMENT PROJECT 2) ALLDIMENSIONS INMmWNLESs O1HERwSE STATED Ese DEPNh W__ D4scRiaEHN ANaPytNTLtdV 3) SrrnSPECFIC CHANGES F ANY, TOSOE MADEONLY ON APPROVALOF SCAOE.IM DSIDP E HHRUIHPKTYPEm213 -- ThE ENGINEER W~~~~~~~~~~~~~~~~~APRO1.E:DIPALJAMH m40*. 2 POLYCARSONATE SHEETS 25mm THICK 7 1-s 4W 1--1-- -/° + - 1- 24- IRONRLATS 5OMMWDE, 8MWMTHICK LVVIE I MTHC EXIITHGWALL E)asTiNGWALL MOL5c5 715MGB7504 75 a WM75IL75I=5 -. .C km 75 ISMC 75 15 75IS C 7 TYP-1NOSEBARRIER OVER ExISTINGWALL TYPE-2: TYPICALMODULE OF NOISE BARRIER NOTES: DRAWN: PROJEC GRANDTRUNK ROAD IMPROVEMENT )I FOLLOWWRrTrENDIMEONSONS PROJECT NaoI ihasAuotyO ni . INDEPNDENT EWONMENT REVEW 31 SrTEIF ~EOFIC~ To CHANGES ~SCALE: NlT.S 21SrL SIPENCIFIS DEpRCNED CHNGMNESSIAY aTOE iADESNYTNAPEDsRaVNALSESINE Lea Assodates SouJtli Th4EENPGINEE TrnLr NOISE Asia PvtLLtd APPROVED: OSATIS BARRIERS:TYPE 112 A,= N.. FN,NIIIft , umkmlZ loW~~~~~~~~~~~~~~~~~~~~~~~~~al PLAN -~~~~~~~~~~~~~~~~~~~' 1L 117R 17c SIDE ELEVATION 9400 ; 4nn TYPICALCROSS SECTION AT A-A PLAN 1) FUW WRITTEN Y DRAWN: RAJESH PROJECT GRANDTRUNK ROAD IMPROVEMENT PROJECT Natonal Highways 2) ALLDRENSIN INLS HERWSESTATED DacNh . Autory Of Indla INDEPENDENTENORONENTAL REMEW MSEBO_ 2) artE SPEaICQCtlED FANY,TO BE MAEODNLY A OF HEC cVALr ATtSH 1 TWrLNIN)JEER 2A~ IEEAfO WR WATF 4) mTm LO>4CTE7mNEvAIWLLsELwEDP 4SAE . OSKCW?ED- n ELE: N.T.S D 3ANTOSH fIlE CONCEPTUALDESIGN OF STRUCTURAL Lea AsscdatesSouth Asia Pvt Ltd. TO CONCRETE F7lERIION eDEDSE AlpPRV NOISEBARRIER Assodat C.. ~D.SA7wf 7S __ .W * SKUM TRICIKF.C.C. (MOO) ~ ~ ~ ~ ~ ~ ~ ~ ~ IC RIK 5M TIC 1MMTHC 5( -- FINISHED WrfH NEATCEuENTSLURRY laM ThICK CEMENT PLASTERIN IN6MORTAR BRICK MASONRYIN 1:3 P.C.C. FOUNDATIONM20 SECTIONA-A SC ON B-B SKOMMTHICK BRICK 18MM THICKCEMENT P=SCR =S THICK P.C.C. (M20) WALL IN 1:3 CEMENT IN 1:6 MORYMA A F EIWNISHPTrH NEATCEMENT SLURRY MORTAR12MTHCBRC 25 r F…10 WALL IN 13 CCMENT VN SLAB9 PUASTER IN 1-B_.S -- ORTARA CENT MRAR .. .- -- nn .T HICK 1_~ ~ ~ ~ ~ i _1 _ LA PLAN PLAN TYPEI TYPE2 SCALE 500MM 200MM OMM 5100MM NOTES: ~~~~~~~~~DwkvNoT-12 DAWaM* HRUSHIKN'PROJECT Nadoal Hg~hway.Authority Of India NDTES: Dnobe.e:T-12 |IkENSIOSDR4LYK : [HRUSHR(ESHI GRANDTRUNK ROADGIMPROVEMENT PROJECT 1OJET, 1) FLDIOWWR MM UMEENSOTHNELY CHECD INDEPENDENT ENVIRONMENTALREVIEW 2) ALLDIPAENSIF IN MM UNLESSDTHERMISE STATED PVLODESIGRED* IJHKESH TE1-f LaeAmuodate. South Asia Pvt Ltd. 3) SNGSEPCR:CHCNGEr TO BMAEOED| A OF SCAL 15LC HRUSLIK9 |P BEATING ARRANGEMENT | A- F1 dw1. THEENGEJR |APPROIIED: | DPAU N-ow-*S11 9; AS~~~~~~~~~~~~-0 NCrES * Dhg NO:TD13 DRAWN. = NoT.13i~~~w~~i ~RuSI1II~ ~ ~ GAND =-~~~~~~~~~~HUSHTRUK ROAE IMPROVEMENT PROJECT 'I.NatlonaiE.AA0- A- 4wy Aulhoet OfO IndiaIdi I) FOLLOWVWrrrENOMENSKoNSNLY CHECKED: HRUANDE IRNK 2) ALL DIMENSIONSIN MM UNLESSOTHEWSE EPONDNTENVIRONMENTAL REVAEW BE-*l_| STATED SIOIEAE _d 3) SIrESPECFK CHANGES IFANY, TO BE MADE ONLY ON APPROVAL OF SCALE:Nar TOSCALE DESISNEA RUSHIKESE NOISEBARRIER TIE F,1 South Ada PVt Ltd. RLe THE ENGINEER APPROVED DIPAU pWA= iN -I'I - F--n Al I ------ IL B v MPI - .. O* . * B~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~MS P - ~ ~ ,~- M-2.OLUAWWRITrENDllSIONSOKY C H. I I .A1W_ NOTES: DME" NW.T-14E R RGElISHIES IPROJCT NadonalH GRAND TRUNK ROAD Of Irndfa l) FOLLOWwTiIrEN DIMESNIONSONLY IMPROVEMENTPROJECT t.BN OVCHECKM FJSHIIBE INDEPENDENT ENVIRONMENTAL REVIEW Ias-lu 2) ALL.DIM55I45S INBMMUNLESS OTHERWISE STATED ~rsOLKECI1l S iUCaa ot saPtLd 3) SMMESPECIFICCHANGES F ANlY,TO BE MADEOILY ON APPROVALOFPI MtETR 4 -M*DW TM ENONEER ~~~~~~~~~~~~~APPROVEDWDIPAUJFA.UIBI 500 500 _WHERE PLANTERIS ON SOlL 165 1 1 1 AS PER DESIGN ~~~~~~WHEREPLANTERIS WITHIN PAVING ft~~~~~~~~~~~~~~~~~~~~~~~~~~~A PE DESIGN CEMENTTILES AS RAMMEDEARTH PERRECOMMENDED DETAILS 75 MMTHICK P.C.C. C AMET TILESAS M20 P _PREELALYULTRLEOF500M X PER RECOMMENDED AS PERDESIGN 1_PREFERABLYMULTYPLE OF 500MM PLAN SECTION RAM SlEDSEFCasI TOBDETANLYSO FAY IROAMMFCAE::D D 1LEAPLD=LrH L NOTES: DMVM: HRUSHITSH HighwaysAuthority ni DIMENSIONS~ ~ ONLY~ ~ ~ ~ ~ ~ ~ ~ ~ GRANDTRUNK ROAD IMPROVEME-NTPROJECT ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~National 1) FOLLOWIAISTEN OL QiEB4EcKE&. HRUaHIKEESN INDEPENDENT ENVIRONMENTALREVIEW oi 2)IN1W AL.ULESS OSLENSINS ThERISE SATEDSCALE. 1:10 DSGE ENf1 PJ4DEAILos AssodatesSouth Asia Pvt. Litd. 31 SrrESPEOlFIC CHANOESIFANY. 70 BEMADE ONL.Y ON APPROVAL. OF DEGE,. SIEHTrL LNTRDTI THEENGINEER APPROVED:OPALI .Ot-Ni Ph-. E 82 1000 SPACER -GUARD RAIL BEAN ISECTIONPOSTVGTAN + ~~~150/751900LONGGETLWLA TH WATER-o AlSS WLFEALE M S. iESFASTENINGO GEOTEXTILE TO GABION B00 NOATUJRALSOILACCIJMALATES IN THI SPACE WHICH FACIUTATES lEOErAON IN ME COARSE OF nME 100e DETFAILSOF GABIONSTRUCTURES SCALE 1:10 500MM 2C0MM OMM 500MM 1o0oMM GABION BOX TYPICAL SECTION FOR WATER BODY NEAR THE HIGHWAY H4hways AuLoxityof India NOTES: D N. 1 eT-IS C DRAWN: HRUSHIKEStH*PRECT Nalional GRAND TRUNK ROAD IMPROVEMENT PROJECT N. ' 1) FOLLOWWlRrrEN DIMENSONSONLY CHECKED: HRUSHIKESH- INDEPENDENT ENiRONMOETAL REPVIEWNT -N. OMo .l1 3) SLDIENSION G ANY,TO BEMADE ONLYONAPPROVALOF 1I ESIGDR HRUSHIKEHTITLE GIONGASCtLE: STRUCUR FOR SLOPE PROTECTlO A oabas SouthAsPt Ltd. THE ENGINEERAFE DRLJ - LX9-~~~~~~~~~~~~~~~~~". . _ _1- SLOTS 100MM C/C SUPPORTINGMES 0 -ANGLE FRAME A Lnl 0~~~~~~ GEOTEXTILEMIRAFI O 140 N OR SIMILAR Fl NMr. ANGLE APPROVEDMAKE- 25 MM X 3MM) LO) ELEVATION SECTION A-A GELTEXTILE FIXED TO L AND T SECTIONS WITH BINDING WIRE A GEOTEXTILEMIRAFI- 275 27 1 140 N OR SIMILAR M.S. ANGLE APPROVEDMAKE (25MM x 25MM X 3MM) LE (25mMx 25MM x 3mm) SUPPORTEDON MESH - ~~~~BINDINGWIRE 11 1 625 | THROUGH SLOTS PLAN DETAIL_AT A 1) FOLLOW WRIr-ENDIMENSKBONLY CH T17|ECKED:HRUSHIKESH ||GN RNENANRNETLRMW|5 i 2) ALL DMENSIONSIN M LINLESSOTHERMSES STAT1D _ a I _ - i s PtLt 3) STE SENFIC CHANGESIFANY, TO BE MDE ONLYON APPROVALOF GEOTEXILE DETAIL -. A.Sthd L THEENGINEEF APPROVED:oFPAU Ph-0iJ-1 -o [-~~~~~~~~~~~~~~~~~~~~~~ B |A 0 -2WA 9| 25MMW~~~~~~~~~~~~~~.T,. THICK BRICK PLAN OF SITTING AREA (1CYPE2) PLAN OF SITTING AREA (TYPEOf 1) 4 BC REST | Z5 f M TH < b i * AL 0 :~~~~~~~~~~~~~~~~~~~~~~~~~~~~ - ' .'v0S00GROUND THE ENGINEER ARHROVCD DIPALI F STTNGARE ON~~~~~~~PLN(YP 8RsH F;i / < =D °: SCUND~~~~~~~~~~~~~SECTION B-B (TPE 25 SECTION A-A (TYPE 1) NOTES O r=wigNo: T- 1E DRAWN: H RUSHIKESH GR N TP UN ROA iM PROV EM NT PRO_ E CT 4c ori 309huq A b t yO I I) FOLLOWWRITTEN DIMENSIONS ONLY CHECKED: HRUSHiKE5H _ NDEPENGENTENVIRONMENTA iLREVIEW N 2) ODdAseh 3 A LD IM EN SION S IN NM 4U N LESS OTHERW ISE STATED S CAE: 1: SO DESIANEDS HRUSHI KE SH nLE SE A T ING AR R O U N D TR E E -I L .A-220N BniFd lhsC l ny,Ink F 5) SITE SPECIFiC CHANGES IF ANY TO EE 4pxsEONLY ON APPROVAL OF PRVO DPL hn 629E S20 l b~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~: 60 1320 2460+. 0 4 9 9fi9 k Z ~~~~~~~~~~~~~~~++050 < ++0.0 *±0o 420 _*-00 - 4+ 5+1 + 00450 4 - 23°o+45°+450 ° '150 4 OO+450 +.C -15000 c+OD SITTING t+450 . 4+30 ARRENGMENT_OTLA _1 t . _ l0_ 5- ful5 ++750 --+300 Si-A_- 9+300 9+0.0 EARTH FILLING REST - 2~~~~~~~~~~~~~~~~~~~~~~~~~~~~~000 Tr.kd%OTM ++0.0 ++450 *~~~~~~~~~~~~~~~~~~~~~+450+. 4 +4 050 .L4+ O+ 4 50 4 aI 4 +E0 4 +4P0 T E TAk E + o ~~~~~~~~~~~~~~~~2000 15 4~~~~+450 +150 +3 & [/fi PM11j%; 5m_ 00A_ _ 4±00 4±000 6460 P.C.C. 0M120) 75MM THICK 250MMTHICK BR W PLANOF SITTING AREA(TYPE3 3)MMTHC BRICKPAVING TRLwKoF THE TREE~~~P.C. C. 02). . . 125MMTHICK BRICK WALL BRICKPAVING SECTION8-2 (TYPE 4) P.CJC75MMTHI (M0 SECTIONA-A (TYPE3) _ NOTES I.wa~Os T-IB |NARAVPE|HRORIK RCJECT GRAND TRUNKROAD IMPROVEMENT PROJECT | E.Aut±1 *-I F)FOLOWWRrrrEN yOfIndia DIMBONS ONLY CHECKED: HRUSHIESH| INDEPENDENTENVIRONMENTAL REMEW |e N5.D. nsa 2)ALLDOWENSIONS INMMk UNLESS OTHERWISE STATED ~i SI ESCIC CHANMESIFANY TO BE MADE ONLY ON APPROVAL OF TLE DESIGNED|HRUSHIKESH SEATINGARROUND TREE-2 |La Assoda South Asia Pvt. Lld. THEENOGEER APPROVED:DIPAU NI.we l l_ s 001700 460 1700 300 70i00, SITTING *#MAENT -+150 -4+150 r+750 ++45C~~~~~~~ 2000_ ______~~~~~~~~~~~~~~++45) 4+750~ ~ ~ ~ C 4+5 -4+0 . ______2000 +4450~~~~~~~~~60 PLANOF SITTINGAREA (TYPE6) | xt+300 ~~~~~Earth+0 Sitting Arrgn-rent ++150 -4+450 4+150 .1-0,0 9-°1 O0 . EARTHFILLNG EAR FILLNG 6460 | R < ~~~~~~~~~~~~~~~~~~~BACKRtEST u 4,,. 1SgPTJ 6460 ~~~~~~~~~~~~~~~~~~P.C.C(M20)75MM THIC P111 PLAN OF SITTINGAREA (TYPE 5) 250MMTHICK BRICK WALL EARTHFILLING STlGAEGET(rs [ P.C.C.(M2O)7MTHICK CA BRCPAV141NG 125MMTHICK BRICK WALL I BRICKWALL BRICK KPAVING / q q H g NDSECTIOND - (TYPE6) .C.C. (M0) -- -- SCALE SECTIONA-A (TYPE 5) NOTES I SNoST- | DRAWN-|HRLJ(ESHFR ECT GRANDTRUNKGROADDIMPROVEMENT E PROJECTP | YSAuthoTUtI 1)FMLCWWRrVTEN OIMENEONS ONLY CHEaCED- HRUSIHIKESH INDEPENDENTENVIRONMENTAL REVIEW I F_C.11WO 2) ALLDIMENSWIONS MM LWWESS OTHENtWSESTATED r. 3) SITE SECIFIOCHANGES IFANY, TO SE MADE ONLY ON APPROVAL OF 1SONED HRWIKESH ThE SEATINGARRO NDO | LToRaEAslaP11ate Sa t THEENGINEEFR APPROO OIPAU IhNMDj 1D10-hu = 30(197 2460 797 300 ++0.0S t00 t :000 B R I C~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~IKPAVING r < ~~~~~~ARNC11ENT(OTLA)++ 00- B B r _+0.0 +-±450 5 +00 N, -4+150 4+450 -4+15 -4+0.0 4653 PLAN OF SITTING AREA (TYPE 8) PLAN OF SITTING AREA (TYPE 7) TRUNKOF THE TREE EARTH FILLING SIT ARRENGMENT(OTLA) EA4RTHFILUING \ / SITrlIs AqTGM (071A) BACK FEST 1 1// 2l BACKREST \ I 1l I524 _9 8 538 P.C.C (M2O) 75MM THIC P.C.C. (M20) 75MM THICK L l h 250 _ rZE a 250MM THICK BRICK WALL rl -I (I ha 1 L l ; STONE 250MITHICK 8RICK 125MM I *ALLeLT I614WAI1 THI I PITCHING= V l_ ~! t > 1 1250 THIC ta aPC S 0 BRICKFAV'INGC I P.C.C.(M20) P.C.C.020 <.- SECTION B-B (TYPE 8) SECTIONA-A (TYPE 7) SCAE NOM: DMWMNM T-21 DRAWN:HRUSHIKESH PlkojECT NOTES NafJonW~~~~~~~~~~~~~~~~~~NatooeHiwasAuthority O ni NCT-IDrw.lng | |HRLOUKESHPfGOJECTGRANDTRUNKROADIMPROVEMENT PROJECT IInD 1) POLLOWWRfrEN DIMENSONONLY CHECKED HRLIHKESH INDEPENDENTENVRONMENTALREVEW | 1 2) ALLIMENSIONSIN MM UNLESS OTHEfrMSE STATED _ I_EP N 3)SITE SPECIFIC CHANGES IFANY. M BE MADE ONLYONAPPRVAL oD ____ LeaAssocIat16 South Asia Pvt. Ltd. THEENGINEER IIAROVD| DIPALI ApPROVEDI GIA 7 R _11m P.C.C BED (M20) BRICK ALL TO RETAIN APRONDRAINING INTO DITCH -8MM THICK CEMENT PLASTER CHANGE SECTION 1300 BRICK WORK IN 1:3 CEMENT APRON MRA - W L //////'7 100MMTHICK M20 CONCRETE EL z B4PIPE CL C,) 100MMTHICK P.C.CEATFILN R.CC PIPE900Omm DIA. BEDCM20) SETIN0- CHANGED____SETO DITCH -: - - _ BRICKWORK I : CEMENTMORTAR PLAN Ig 100mmTHICK P.C.C R.C.CPIPE 900MM DIA. BED(M20) 75MMTHICK P.C.C. BED (M20)SETO OFBIKW L SECTION~~~~~~~~~~~~~~~~~~~~~ETOWALT A-X COPIN' .TIn ~ ~~~~~~P.C.CBE0 (M420) . -______CHANGEDSECTION .15-,, PLASTER NORMALSECTION SECTION__ BRICK WALL TO RETAINCHANGED SECTION NOlES: 0s_h~~~~~~DwI.No:T42 ROJRC:HUSKS NtiOfaIHighWayS AhUort OfR Indla NOTES: N 3 DmwUZ No:TN CHECIDRAWN: HRWHIKESH PROJECT GRANDTRUNK ROAD IMPROVEMENT PROJECT r_r- ih w y A 1) FOULJWWRflTEN OIMENSIOS ONLY CHECKED, KEB NOEPENDENr ENVRONMENTAL REV1EW 2) ALLO lENSKW MM fESS OTHERWISESTATED SCALE' NTS HR ES L As.oodatsSouth Asla Pvt Lt. 3) SITESPECICCHANGES ANY, TO BE MADEONLY ON APPROVALOF WELL SHAFTTOUCHING THE DfCT. THE ENGINEER APPROVEm~DA.I Ib.OdWI13106 /p t edge of ROW SLOPE_I_ \ 400mm WIDE GRAVELRAMMED IN EARTHAS A 70mm THICK LAYER _ ~~~~~~~~~~GRAVELBELT\ \ \ \ GRAVELDEBRIES A A 600 slope tMMTIKPCC JRECASTR.C.C. SLAB Retaining Wrall / / f / DITCHLINED WITHBRICK 1:2 S-ALE NO TES.m VN... TqA DRA WVN: HRUSHKESHPROJECT National HighwaysAutholiy Of India 1) FI..WWRITTENDIMIENSIONSONLY1) FWDWWWITENDIUENSIONB ~~~~~~~~~ c~~EaGE)-HRUSH(ESH ~~~~~GRAND TRUNK ROAD IMPROVEMENT PROJECT IE.Eej, CHECKED, HRUSHKBSH L INDEPENDENTENVIRONMENTAL REVIE 1NV-1O 2) ALLDILIENSONS _ 0-0RNRTADvRNETLRvE INMm UNES aOHERNMSESTATED SCALE.1 50 oEs9iNED., HRUSHKESH TH 3) SrE SPECIFICCHANGES F ANY. LeaAssdates SoUthA.ia PVLLt. TO RE MADEoNLY oN APPRovALOH WELLSHAFTWTHINEMBAMENT P.V THEENGINEE , APPROVED:DIALI .. 1 _r0. 230 H- B C T D 51 5 | H A B ] -;C ) TX S tD i COPING BRICK PAVING IN 1:3 CEMENT MORTAR >6.2 1600 700 4800 500 1900 15MM THICK LAID ON 50MM THICK P-C.C. (M20) CEMENT PLASTER IN 1:6 ON RAMMEDEARTH 6.2 1 600 700 4800 500 2900 APRON 130 AS PER SITE 1150 o CONDITIOS BRICK WORK IN 1:3 SLOP 1:2 MORTAR GL POCC. P C CM(M(M20)THICO C NDITINST DTCLINED WITH BRICKS IL 1400 Dic SECTION B-B GUARD RAIL 0' T _ 600 0- m ~~~~ r ~~COPING 260 o AS . -; _~~~~~~~~~ ~~RETAININGCOIG :< . SHAFTj | WELL l | AWROERAKING BRICK PAVING IN 1:3 CEMENT MORTAR GRAVEL/ AREA ~~~~~~~~~~~~~~~~~LAIDON 50MM THICK P.C.C. (M20) DEBRIS d | G RAVCCESST ON RAMM D 0ARTH o'~~~~~~~~~RCWORKm 7w ECKEDm RWh1 IN 1:EP3 CEENMRNENNT EVE NOTES~~~~~~~~ N RAW NRf1FS PROEC A-Aot 230 Natoa HSECTIONSCALE NOIES I OSGT23a | DRWN|FDW8HKSHIPRLLECT GlRAND TRUNK ROAD IMPROVEMENT PROJECT | loiIbUasuTnl -0M om m 0m OMa 1) FOLLOWWRTlTEN DIi.ENSIONS ONLYi Pt Ld 3)SflE SPECIFRC CHANGES IFANY, T SEMADE OMLY OI SC^L1 EtLY A-AW | LSCLE THE ENGIIER I|APPRDVEO: I IPAL I|P"i|- 1000 DIA. COVER 210 FOR INSPECTION 50 R.C.C. SLAB M-20 o _ _ -- 150 GRATING BRICK BAFFLEWALL- 225 BRICK SLAB 225 300 o ~~~~~~100CC SLAB M-10 PVC PIPE 2000 LONG _~ . u E VE;RTICAL DRAIN WELL AGGREGATE o S OGEOSYTIHETIC FILTER FABRIC (2000 BELOWTHE BOTTOM OF THE CATCHPIT) CROSS SECTIONA-A VERTICALDRAIN WELL FOR DRAINAGEOF SURFACE RUNOFF IN URBAN AREAS 1000 _00 BAFFLE WALLI BAFFLEWAL PLAN VERTICALDRAIN WELL FOR DRAINAGEOF SURFACE RUNOFF IN URBAN AREAS SCALE Dm.ftHRUSHKESHNo:T-z4 DRAWN: IPROJECT ~~~~~~~~~~NationalHighwaysAutholty O ni NOTES: HMpRoVFM GRAND TRNUNK24ROAD :PROJCT Of InAi 1) FOLLoWWRMrENDIMNENSION LY CHECKE: HRUSHKESH _PROJE___ ENT 2) ALLDIMENSIONS INMM UNLESS OTHOwSE STATED ING PNT FRUBNRMNTAL N-s coa.e SoW . Ltd. 3) SlE SPECFIC CHANGESIF ANY, TO BE MADEONLY ON APPROVALOF SCLE: 1:10 DESIONE HRWHKESH MM RECHARGING PIT FOR URBAN DRAIN LaI AsCaILl Sout A21 PvL L. THEENI4EER_ APPROVED: DIPALI r_0u-eN 1 /ECTIO /\ aw RONTSIDE ELEVATOLN 2 At! S\ H< I\ NW G P L A T F O R 1 m HCLps5 OL AKL - t t T i ~~~~~OFWel _11__ RCC ICC IMCCD PlfCA a @1 G.- L SECTION A-A (REVERSE FILTER WELLT PLAN OF WASHING4REA SCALE NOTES: OP~~~~~~~~~~~~~~~DAYM:HPWHIKESH PROJECT NatMinl HighwaysAujdholty Of India NOTES: a_zs T4ll DRAWN: HRUSHIKESH|GRAND TRUNK ROAD IMPROVEMENT PROJECT A 1) FOLLow YADITTENDIENSIONS ONLY CHECKED: HRSHIKESH INDEPENDENTENVIRONMENTAL REVIEW a ll.Ioa 2) ALLDENUIONS INM DESIGN*~4 Tf L WASHING4pLTFR AT THE EDE OF PONa AM so-ciate.SuhAi .Ld 3) SrTESPECIFIC CHANeS IF ANY, TO BE ADE ONLYON APPROVALOF NDAi-i THE ENePEER APFRVVED DIPAU P .-1 a P.C.C. (M20) FINISHEDWITH SMMTHiCK M.S. LEA FLOATINGCOAT OF NEAT EMENT 675 350 SLURY SLOPE 1:40 DRAIN P.C.C. (M20) 0t F ~~~~~~~~~INLETPIPEIOOMM10 250 MM THICKBRI' RAMMED BRICK WALL IN FIRST CLASS V B~~~~~~RICKSIN 1:4 CEMIENT MORTOR I 300 75MM THICK P.C.C. (M20) BED SECTIONA-A soi50o so so so AS PER REQUIREMENT RAMMED EARTH . SECTION -B-B SLOPE 1 40 - ~~~~~~~~~~~~~~~~~~~~~~~~~1575 DRAIN WITH A SLOPE OF 1:40- -…-1 SLOPE 1:40 BRICK WALL 7 5 _ I I I ~~~~~~~~~100MM 0 PIP L A ~~~~~~~~~M.S,LID BAFFLE WALL LAOIL INTERCE__O ROADMIE DII 85 1375 KEY PLAN PLAN OF OIL INTERCEPTOR SCALE 500MM 200MM OMM 500MM 1000MM LI I II DnwftM.; T-M rRGIECT l~~~~~~~~~~~~~~~~~~~aloiniHghwaysAuthodtOf Indta NOTES: TDAWN, HRUSHIESH NafonlT ) POLLOWWWITrENDIMENWIOhOONY | l adEa G | RHtIJSHKESH AND ROAD IMPROVEMENTTRUNK PROJECT | | E_n- 2g ALLDYENSKM IN Nf MMLO EN OTHERMSESTAYM tNDEPENDENTENVIRONMENTAL REVIEW l-iS 2)34MM ALL flE55 W.ENUON OHERWISESTAlsoSCALE: E2D sEanw. TRIU4EHE LeaAssodiates Sout AsiaPvtt Ltd. 3) SITEiaPFIC HANES IFANY. TRE MADEONLY ONAPPROVAL OF STORAGE AREAFOR OIL AND GREASE Aa O - - THE ENOINEEY APR fDPAJ Iti F St. , 125 25C 140 EO 1i0 6 0 CORNER TX 3 ; CEMENT TILES IN 1:6 CEMENT MORTAR AS PERTILE DElSIG CORNER TLE 30G55 I TI ,1d BRICKS 16 DN FROG AND *XED IN 1:6 CEMENT MORTAR RDT ------~ ~ ~ ~~~~~~~~~~~~~~~~~~~ 20 10MMMORTAR GAP , RAMMEDN EARTH P.0.. (M20) 83i liJ l d - F aw _ _ ~~~~~~~~~~~~~~~~~~~~~~~~~~~RAMMEDIDAWH H.ALFTILE H =0r .> = 500MM 200MMOMM 50SMM 1OOOMM NOT': LR.ISHIIIIM DRAWN: ~R(5JECT NaVanal HVmaysasKO Auftft Oua i 1):FOLI.OWWRMENDIMENSIM ONLYGRAND TRUNK ROAD IMPROVEMENT PROJECT CHECED HRUSHEH __INDEPENDENT ENVIRONMENTALREEW - 2) ALLDIMENEWNS M MMUNLESSOThEM SESTATED SCAM 1:Z DGNES HRUSHKIHE TlE PAVING Lea Associate South Asia Pvt Ltd. 3) SITES FIC NES IF ANY.M SEMADE ONLY ON APPROVAL OF .- P*.ft CMY THEENGINEER ApROVE DIPAU M -i TYPE-1 TYPE-3 >X":~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~nx3 25K2X3WdDET = AT== CAEil2 TYPE-2 DETAILAT A SCALE1:25 DraIrhENO T-25 | nja*aa PROJECr NatonalHighways 1) FOULOWWITTENDIMENI'NONLYGRAND AuOwtyf Indla TRUNK 1 I) FOU.OWWWITENOILY OIIENSIONS ROADIMPROVEMENT PROJECT -0 I ~~~~~~~CHEOCKD:HNUSLIIKESH ____INDEPENDENT ENVIRONMENTAL REI-IEW NDmloI a[ 2)ALL DMENSIONS INMM LUESS arHBWW STATEDnSCALE: SCALEO DESIGNED,HRUSHflESH TITLE 3) SITESPECIFIC CHANGES La Sout AsiaPvL Ltd. IF ANY, TO BE MADE ONLY ON APROVAL OF RAILINGDETAIL THEENGINEER Le O A". APPROVED:frDIPALI P-DwMSEI-IIU r-~~~ ~~~~~~~~~~ C H rREa ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ WORKERS LADY I STORE CEMENTs <-WORKERS FENCINGAS PER PLASTER ~~~~~~~DRAWINGNO. I CONSTRUCTIONPLANTS VEHICLEWSHINGI_ I c ONE BRICK THICK 3M. HIGH BRICK WALLTO CENTS PARKING cj SEPERETTHE SPACES -- .TOINLTErT _ s / D . ~~~~~~~~~~MALEWORKERS - WAAI F~~~ ~ ~ ------. I I I I I ENTERYr| - -- …------______- __-_-_-_- a i __ [ _ ____ WASHI r------,------;------~~~~~-~~- r------ j j j I j L_ _ _ r------W-______j ~~~------…-I I ii ji | STROMWATERji ._____~L------t------| ------___9 ------I--- I ______1______-__------9 j---- OIL------ ,i~~~~~~~ -A~~~~~~~~~~~~~~~~~~~~- I I1 I - Ij----- ------ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~li I OIL INTERCEPGRrD AS PER - DRAWINGT-14 TOAD ODSDE rCH Dining NoDRAWL T-25 HRUSHR(EUI RANDPROUKJEODCTMROVEENTPROJECT OfftI.Ia 1) 1PO1.0WWRITrEN DIMENSIONSONLY CHIECIM) HRUSHIKEU4 INKWDN NiONETLRVE .eCUi 2) ALL.DMOWhhhNS MUS UNALESS OTHERMEE STATED INALEEPSNALNTENVIRONMENTAL4RErriW Lea-Assodaa othAi y. t. 3) 91E 9SPEFICCHANE F ANY,TO BE MADE ONLY ON APPROVAL OF GCALE.: HUOUHIKES TffLE LAYOTLCALE:AESYEDFOR CONSThUCTION CAMP LeaAssodats SouthAsb P L THE ENSNSER DPA tm. DIPAI-_APPROV Ilq liI63t1 i[2 3 1Sl g 0a:H -40 ,ElX 1tL- b~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~RASIDDTCHS| 2 i1 ii'E r '3k 267 I BRICKWALL USING 1OC MM THICK RL. SLAB 166MM6 411TH8I 1-4 E L E V,:, A V O N l l _S TIR R PS 0M 1 50M >~ .~~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~3B2MM CLS BRCK WIT 0 REINFORCEMENTl I I i ffi~~~~~~~~~~~~~~~~~~~~~~~~~~~~JM201 MUORTAAR ,M, C A 400MM SSMG 18MM THICK SEATING _MN R ARRANGEDMENT 133 400MM 5 400MM~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~6MOWHCEMENTPLSI I M, ELEVASON SRL A~~~~~~Q | OMND SZ OLUMN. 100 133 1CCG AS SPC/ IWO GRANDTRUNKROADIMPROVEMENTPROJET S e R C M 1) OLLwTR"TNtiN0NONL SCALE~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~TEQE EDN : RUSIKSH NDPENEN DNVRAWNGeTLPVU N_D 2 TYP 2) ALU.OT~RWISE IIENWONSIN SATEDMM ULESS ac.~-s. 1.7 DES)ECOLUMN HIOF H TIZE 2)ALLDICNSlFANrTaeE PLERVl8tONC>ISULTANT34DeSF^NED ONLYONAPPRNLOFCANOPYAS P ESH A A SCALE1 SCALE1:7EDE8WNEDHRUSHIKESHTITECANOP8|LeaASECTON T5 3)805SPCW1 CHAGES FN4, T ADFMO PLOAN OF CANOPY ESCSUSSUh saPY.Ld._ rPtrALCDETAIEPRNEVFORLEMENT ._ SIFOLW WRrnSEN DISTMEN4TNONYPRADPRUKRODWMPOVMETPRJET iA LAYOUT OF BUSBAY 0 l S \ t ] 1~~~~~~m BRCK SOLING DETAILS - X SCALE 1:10 Orsw*gNw.T-32 DAWN: HPIJSHINES PROJSCT NatlonialHighays AuthorityOf India NOT~EwS: Dl Nsa:T42 DRA^HN: HRUSHEESH EPROJEC GRANDTRUNK NK ROAD IMPROVEMENTIMRVMN PROJECT Of Iiila&E 1) FOLLOWWIVTTENDIMENSIONS ONLY CHECKED: HRUSHIKESH INDEPENDENTENVIRONMENTAL REVEW laA11LIJP L 3) E SECIIC CHANGESIFANY TO BE MADEONLY ON APPROVAL OF N SAGN H H TrLE tz LeaAssEU S Al Pv 2) OGMENSIONCONSALL HUMUNLESS OTHARWISESTATEDPPIOV NI~ DED:S~ DIPAU 4 T_ltS (3pGAND)TRUNK ROAD PROJECT AmjYNfr%. SUJPERVISIONCONSULTANTAPRVD IA -W11M APPROVEDDIFALJ~~~~~~~~~~~~~~~~~h- ao (A~~~~~~~ 0;.5 0.35 2.15 02 2 022 .3 ( X+ 1 ~~~~~~~~~~~~~~~2.5 1BRICKJAI t~~~~~~~~~~~~~~~~~~~~~~~~~~I. L , 6~~~~~~~~~~~ ~~~~~~~~~~~~FLOOR PLAN 6 SECTION AA FRONT ELEVATION D,m.Iq Na. T43 F~~~~ROJECT NOTRmf: NUtkOnsHighways Aufthaty of india A GRAND TRUNK ROAD IMPROVEMENTPROJECT i) FM.LCM WRrrrEN DIWCNBM ONLY = aH aTli CHECKER HRUSHKMIDP1ENT 2) AL =WOMNA R_lE 110di. l M TTE SULS' emHMSMMH rrELea EMESIGNNFORR B AssociateSot AsiaPvt. Ltd. __ 3) STE SPECIFICCHAMS IFANY, TO BE MADEONLYONAPRUVAL OF DESIG FORIBIJG0STOP ERVISION CCNBlLTAMT APPROCE DIPAUI NOT I r4 TI- mO~~~~~~~~~~~~~~~~~~~~~~o@150 C/Ci2 ...4i¢ T 1!/ ( \ ] 1 ,2.0250C/C C/ 1/712120.0150 REIFOCEEN1T1 C/C 200250 C/C 120 250 C/C REIFOR ETDETAIlS OF RCTA COLUMNECGNLLR (SCAIE 1 10) REINFORCEMENT DETAILS OF SLAB (SCALE1: 20)~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~21, EL6N~ ~ ~ 7 SEC °UDTION'B 00 0150 C/C~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~00, 25S. 16 6@ C/CFLOOR LEVE.. COLUNN~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~FUDTO P.CC. 020 GADRAWINGOF SECTIN 'AA RECTANGULAR.CQLUMN X~~~~~~~~~~~0CHAGE F N,T AEOLYO021TRC FRNLO CLEDFU mEOTISOFTES0.^PSRCtR _06-sI _ (SCALE1 20) (SC-ALE12) Ds..t,g No T-S0 ~~~~~~ PROJECT~ GRAND TRUNK ROAD IMPROVEMENT PROJECT I.aliAei ihasAthdyO n 1) POU.aWY~~~~~~~'orT~~~~TES DS.EPIG4S ~~~~~~~~NLYAN4(ESH ~~~~~~INDEPENDENrENVRONMENTAL REIE 0DM.lio 2) ALL.DIMES.UISOS IN MMUN ESSOTHERWISE STATEED HRSViLaAwae ot saPvt Ltd. 3) arrE aPECIFIC CHAGES F ANS. rO BE MADEONLY ON NWOVAL OFPENND'DTISO TE8STPSRCtR SUJPEWJSIONOONSILTAM1 APPROVED'OP.~ o 1c00o75 10751 r00 OPEN SPACESFI'lE" OP 7o EE 1gl -wm SOPLANTEDWITH HAS 8- REBR IPIAN REBRAR DETAILSREBAR 2 I 'T 'T 1 00 72 p m,4 L ' SECTION ON A-A l( p CONCRETE BLOCKS LAID ON 14ON GEOTEOTILE SUPPLIED BY 2 TECH(INDOA)PVT. LrI ROUGH CUBIC STONES OF 25 CM NOMINAL SIZE HAND PITCHED ON THE SLOPES. OR APPROVED EQUCVALENT INTIERSCES FPLLEDUP WITH SPALLS AND SOILGRASS PLANTED IN THE INTERSTICES. p PRE CAST CONCRETE RLOCKS FOR SLOPE PROTECTION FROM EROSION OR RIVER BED SCOUR SO PT ILBRICK S PETCHIN DETAIL "A" I l ~~~~~~~~~~~TOPTIE IN MADE UP WrrH AllC CONC.ONOLNOLEPEL 00 on no~~~~~~~~~~~~~~~~~DEFAL CEXSl B t ~~~~~~~PRECAST BLOCKS FLOWN l~~ ~~~~~XSN -DIOR0ECllON .> ExlOINGDXtu GOOD OUALIT BRICKS (CLASS I)HAND LAD ON THE SLOPE. o1 "00 ' iBRICKPITCHING OF SLOPE SURFACE I 200 ~~~~~~~MISCONC. PDSFLDWT2mmCOARSEflAI HAVPELOR TOP SOIL FOR PLANTNG DTAIL C" INSTALLATION OF TYPICAL PRE CAST BLOCKS ON SLOPE SURFACE NOTES.: : MUHTO E WiOADLIMPROVEMENT PROJECT NaS LAi WRrITIN DIMENSIONS ONLY CHECKED )lENT ENVIRONMENTAL REVIEW NiD,A- imitK : 1) FOLLOW > Z ES OIMENSIONS N MM UNLES~~~~~~~~~S ClHRIESALE:NOTCl= TO SC14LE DESIGNED: I11RUSHIKIEH TTL-E SLOPEPROTECTION DETAILS A,=M %- RN. 0.IIIII 3) SWMSpEaI,CHANQS i ANY,TOEREMADEONLYONAPPROVALOF I S"P--N D DIPAJ . R a-NSULTNT2_ BRICKLAID ON EDGE BRICKLAID CN FLAT THIS SPACE,OBTAINED N ROMTHE PERTICULAR I ARRENGMENTWILL FACILITATEGROWTH OF VEGETATIONON SLOPE KERBSTONE GABIONBOX WATERuBOY-iIII BRICKARRENGMENT ELEVATION AFrER TWO11Dmm (Brick lbid on Flat) COURCES ONE COURCES OF 70mm (Brick loid on edge) KERB SLAB AS PER DETAILS IN PLANTER DRAWING GOODQUALITY BRICKS (CLASS II) HAND LAID ON THE SLOPE. GABIONBOX AS PER DETAILSIN GABIONSTRUCTURE DRAWING - - - -- RICKPITCHING OF SLOPE SURFACE g ~~~~~~~~~~~~~~~~SCALE 20M 20M 5M 500MM 1)p~w NfTE DBESIN OLY DR-AWN4 HRSIIU PROEC | NadonaiHKRigh AovEMENtyOOtjT 2} ALLare4raoNs N MMuNuEiraraolilER4ECREDrRsJSHIKEaNINDE.ENE N N ENVIRONMENTAL REVIEW _- r 3) SilTES3PECIRO CHA^NGES IFANY,TO SE MAC nEONLY 0N1pP147.IOvALraF ECALE 1:X IrED:PITCClHNG RCEIPRtCKONLr3LOPE r_ -C THE---- EN_-NEE P E MONOTHICK METAL SHEET lO MM DIA RIVETS __ BACKGROUND BLUE SITE 20 MONOTHICK METAL SHEET RETROREFLECTORISING PAINT NAME DESCRIPTIONI . LETTERINGAS PERDESCRIPTION I. R. C. NORMS DISTANCE CAST IRON T-ANGLE -______, CAST IRON T-ANGLE 75X75Xl O 75X75X10 (EMBEDEDWITH CONC.) (EMBEDEDWITH CONC.) . I3S0 X TPRECAST CEMENT CONCRETECYLINDRICAL BASE 55 716 PRECAST CEMENT I I PRECAST CEMENT ._._i___PLAN CONCRETEBASE I CONCRETEOCTAGONAL BASE GL GL ELEVATION Dl- N.: T-37 Y AU POETNational NOTES: DRW:GRAND HighwaysAuthority of India 11FOLLOWWRITTEN TRUNKROAD IMPROVEMENT PROJECT ', DIMENSIONSONLY DRW: YRA RJC - CHECKED: DIAIINDEPENDENT ENVIRONMENTAL REViE.W . 6. 3)SITESPECIFIC CHANGES IF ANY, TO Br MADEONLY ON APPROVALOP SUPERVISIONCONSULTANT APPROVED:DPAI0-0206000 TO PTE 5N-0E uP BRICK PITCHING FOR- 0500 UIO CCNC. RS I GE 1.0m F I SLOPE PROTECTICON iEICK5 \ G£W | ' ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~LPOND SLOPE Z :50Nw DYE 1:4 PROPOSEDORNASMENTAL TREES OF SPECIE K|GULMOHARTREES M10MC/C SECTION B-B PROPOSEDORNASMENTAL TREES OF SPECIE 200 /SAUX AND GULMOHARTREES Z5 TP05.00CNWS FCRPLANT NC@4 10M C/C 10 IN NUMBER TYPICAL BRICK PITCHING DETAIL 00 L . __ I | EXISTNG PLOT BOUNDARY 7 r3 Lt D005W~~~~~~~~~~~ ------~~~-:D SECTION A A PROPOSESTURFING ST~~~~~~~~~~~~~~~NE -~~~~~~~~~~~~~~~~~~LvC-4.-2SR I, , BRICK - - - -- _-_--_-_-:-_-;iPROPOSES I ; ''C - PITlCHEO EDGE PROTECTION ! 11 ,- , = jo iN 1:2 SLOPE AS PER _ = DFAIL SHOWN t:~~~~~~7 ------:- - - - - S- TION OF ST EP AT A- ' O FOP - CORINCFOR._------SMALL SOAT - - - - STE=PEDACCESS -O EONDOI_ALGE : R, RC T 0 AGEROAOSCALE -ECEOTED SCATE TPEES ACIRAC-7A ~NCCA _ _3 5 !C 52C 25C1 NGOTES ID N T-38 | ORAN YRAJU | PRO;CTGRAND TRUNK IMPROVEMENTROAD PROJECT |NastionaRHighwaysAuthorityNOfNIndia 1)7E RNE.0:OESINTG-' CC.LiN 5555. US$54 I! )fOLLOW WRITTEN0MENSIONS ONLY I lN2 0 | CHECKE | INDEPENDENTENVIRONMENTAL REVIEW 2) ALL S OENIFCCSRAEN AM TILLOSE UACEONLLO PrNAL 1S ESCALEMANDI TIGT PROTOTDPE OF BORRGW AREA TO 8E REDEVELOPED | La Associates South Asia PA. Ltd. SUPEA/ISON CONSULTANT APPROVED DIPALI AAIS PON '~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0.'020_0_ 0_5' Zebra crossing + m DWAWARF BOUGAUWILLA @1.5M C/C Vt ±~~~~~~~~~~~i0cm TYPICALDETAIL OF ISLAND VISIBILITY TRIANGLE i~~~~~~ - - - _ , - - - - ROW-VARYING TREES TO BE PLANTED AS PER LANDSCAPE DRAWING - t------MEDIAN TO BE LANDSCAPE AS PE - 0 - _ LANDSCAPE DRAWINGS _____ROW-VARYING Nol i:i DWARF BOUGANVILLIAIS PLANTED @I1.6M I) No "tao shallba plantd ohl.o the AolatItnytienla& C/C IN THE VISIBILITY TRIANGLE 2) Noun.TWfe l o ige h.mb.*h41 be plantie otIn 220m aitninitnof te rdletopelxnsInig 3) Sped ad n ber and bto-h e plabtdPen pa, atot-ope dreotg!| 4) Thenoebn ofmitat % nnato be noniesedon de-eased andn. to t apei apalo o InRDW NOTES _ Dlngw No, !i PROJECr GRAND TRN ODIPOE ETPOETNabonal Highways Authority Of India l) FOLLOWWRTT_N DIMENSIONS ONLY CORRIDORNH2 CHECKED: INDEPENDEN,TENVIRONMENTAL REVIEW hF e ' 2) ALL DIMENISIDNSARINN ULS TEW-SITC_ - 3)TESPE FI CANGES INM UNLES OTERWISEH STATEDON=PO CAL NTS DESIGNED: TITLE JIUNCTIONPL1NTATION Lea Associates So-uth Asia Pvt. Ltd. OFSUPERVISIDNCONISUL-AN7 CADFILE: JUNCt APPROVED:COSJNTO oD1-1oa 1 : XmROW VARYINGUPTOB . __'______ROW1 VARYINGUFPO S-_'. TREESTO BE PLANTEDAS PER LANDSCAPEDRAWING j j ~~~~~~~~~~~~~~~~~~~~~~~~~------~~~~~~~~~~~~~~~~~~------)-- -- - ^ --- - =--- r rl _ 1" - --- lL~~~~~~~~~~~~------~~~~---IT TREESTO BEPLANTED AS PER LANDSCAPEDRAWING ROW -VAFlYNG UNTO Sm. L ILANDSCAPINGON MEDIANAS PER ROW-VARYINGUPT6O NED. Note: DRAWINGSL ~ ~~~~~~~~~~~~~~~~~~~~~LANDSCAPE .A U.LA Note: INE 15 IVISIBIUTY 1) Notrees shall be planted within thevisibiity triangle TRSL4NGLE C/CIN THE VISIBIGTY TRIANGSLE V 2) No srn1%1trees large shrubs $hall be planted witinI winn1om otte m ian openingI 3) Specs ardndnumbeirof trees and shrubs pe?0ri%laocp rWings. to be planted as 3) The numbro ridrossarecto be IcesJo decra accordmg tote space avalPabemR OW L NOTES:IGGO DRAWIN GRANDTRUNKROAD IMPROVEMENT PROJECTINt;OaE.- AU.n;YOfId; 1)FOLLOW WRITTENDIMENSIONS ONLY I |2 |CEKD||INDEEPENDENT ENVAR0NMENA-.REVIEW Nh| B.I,1005WaY 2) ALLDIMENSIONS INMM SA DESIGNED: j TTLE 3E ANYCTANGES TO E MADETO BE APPROVES JUNCTIONPLANTATION LeA AsNsO,tCSAaSvyt oF/ BYTHESGPERVISID CALTATNELE AIL, 1IA, F.2 o. JJY APRVDCROSS JUNCTION WITHMEDIAN BREAK< ~~2 O Traffic under pass to be shifted to the junction to facilitate pedestrian crossing - - ROW-vARYNGUTroBr a ______/______- - - - ______xLANDSCAPINGOF MEDIAN ___ _ AS LANADSCAPEDRAVWINGS -___-__|J_ ROW-VARYINGUPTO 60m NO PLANTATIONFOR 100M. ONMEDIAN DWVARFBOUGANVILUA IS PLANTED@1GsM FROMTHE CENTRE OF JUNCTION NOTES: cc IN THE VtSIBIGTYTRIANGLE 1) Spedes to be planted by reffenng typioal landscape sectns 1) No reeS shall be planted within the visibility ttiangle 2) No small "eas or large shrubs shall be planted wiln 1OOmof the medianopening | 1 10 3) Spades and number of trees and shrubs to be planted as as per landscape drawIngs 4) The number of middle town are lo be increased or decreased accmrding to the space available in ROW. 5) A minimum of 6m distance. NOTES SCALE NTS DRAWN: PROJECT GRANDTRUNKROADIMPROPROJECPROJECT Natioral 1) FOLLOW HighwaysAutority Of India WRITTENDIMENSONS ONLY CORRIDOR NH2 CHECKED: INDEPENDENTENVIRONMENTAL REVIEW 4R ,zh 2) ALL DIMENSIONSARE IN MM UNLESS OTHERWISESTATED. DRW.NO. DE_ctSEA _ 3) SITE SPECIFICCHANGES IF ANY, T0 BE MADE ONLY ON APPROVAL W t L OF SUPERVISIONCONSULTANI - FN CYESIGNFORJUCTIONFTAL CADFILE: JUNC-C APPROVED. CRS JUNCTIOINWTH _~~~~~~~PRVD .N.~ VEHICLEIUNOERPASS F ecossa M Zebr crossing Zebracrossing + 0 cm Zebr crossing PROPOSED NERIUM DRAWF SHRUBS + 0cm DETAIL -A .. to. DETAIL - B ROW.VAR)YNGUPTO 8O EsTo BEPLANTED AS PER ./LA DETAIL- DRAWNIG \ 9 \ f ROW- VARYI~~~~~~~~~~~~NG UPTO 50r _ ~~~~~~135 _ PROPOSEDDWARF SHRUBS Note: \\\\\ 226 ___ 1) No trees shall be planted within the vrsibiliy triangle DWARF BOUGANVILLIA IS PLANTED @1.5M 2) No small tees or large ,shrubs shall be planted C/C IN THE VISIBIGTY TRIANGLE AS SHOWN withi 1Nm otthe macian opening 3) S?pemesand number of trees and shrubs to be planted \ \ as pe ndscape drawings. > 4) The number of middle nzws are to be IncreaLed or decreased according to the space avallable In ROW ssnLE Nm; ~DRAWN: PROJECT ~ ~ National Highways Authority Of India l) rousYf wRrntN 3usnrmNS 3str CORsI3s l ~~~~~~~~~~GRANDTRUNK ROAD IMPROVEMENT PROJECT 1, E- A- E)ALowosAsS"UUs rs m1D l HCED INDEPENDENT ENVIRONMENTAL REVIEW -_oh - r-3sr. -E, E-3LD Da s ESGEDwNAPM _1N T. JUCINPLATAIO LeatASsociates South Asia Pvt. Ltd. r T'r APPRODESIGNED: JUNCTION PLANTATION o 3Err .±05,Nli2 "LE fl APPROVED Y- JUNCTIONLANDSCAPING - 82 Zebracrossing~j~ffl~ tlAh\Pr p Proposedshrubs of specie Neriumdrawf pink @0.6mc\c ocm TYPICALDETAIL OF ISLAND ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~------_ LANDSCAPE DRAVWINGS ROW - VA |0 G UO 60m.ROW- VARYINGUPTO l l Note:;ll l ~~~~~~~~~~PROPOSEDDWARFSHRUBS 1) No trees shall be planted within the ViSibility triangle IN VIS1NLITYTRIANGLE P 2) No smal "res or large shrubs shall be plantod witin WITHIN THE ROVV wrthin loom of the medban opening 220 3) Speaes _- _ per landsrapeand number drawing.of treesand shrubsto be plantedas 4) Thenumber of mibblerows are to L DAN be increasedor iOGNILAI decreasedaccording to thespace availble in ROW DWR PATD~ 5 C/DAF3U IN TH NVISIGTTISPANGLED @11SHOW r:,,,>, m~~~~~~~~~ROJECT NOJTES:. National Highways rv: Authority Of India_ I)FOLLOWWRrrTEN [AMENSIONS ONLY GRAND TRUNK ROAD IMPROVE-MENT r:o. " CHE.EC PROJECT .mrw' 2) ALL _ _ INDEPENDENT Ct>^ENSIONSMRE IN MI UNLE'SSOTHERWrSE STArEO- ENVIRONMuENTALREVIEWv - "rh- "0OM 3) Sr E SPECIFICCHANGES IF ANY.TO BE VDE ONLYON APPROVAL TINLaasdtsSot _ fiDESI G NC sa v.Ld OF SUPERVISIONCONSULTANT TTTL JUNCTION PLANTATOLesoat SuhAiPv.td rsru jJ"^ 7/,'P/PRVC _TYPICAL T- JUNCTION r.J - DOORS(1000 X2100) DOUBLE(1000X2100)GLAZING OF --- WINDOWS00X 1100) ~__DOORS - --Odw -750, / WINDOW~S(GOOX1100) -I-- H---- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~7500- HdpdBuldRn_ 3 . OFHEIGHT &S5m E~~4SIIVIO OFBOUNDARY WAaL N------2.S Times -m~~~~~~~~~~j-~~-:.~~~I7lm~~~~- TENTA~wall iVIELof the strucoture faICIng the onidowftno o 2)bwwIn NDFMSHO-T 2740 N \ SCALEeDWDECORPIDOR CHECKED:O.SATISH 1a 0ond AACKg3EbB shall4E bOcnsucted andopeninig In thleextera lv l eor, beyonde y year 2015,extsmawells, e wue t wla Of ft RdW 25D0m lNOds 75.rtb Soir.d.'Y ~~~~~~~~~ROW - TP______~~~~~~~~~~~~~~beprovided with sound Insulation. EmybwdGIit Omn .IINoCL ~ H.g5ICP(Buddng 3.Om 1)~~~~~~~~~oeHeIgI,ofTrl donheInm _oiwl_mst 75.3db A)t6 ( D .AllS hav ._o TiTLE ~ ~~~~ ~~~~~~~JES ~~~~~~~~~~OFAMINPROECT GRANDTRUNK ROAD IMPROVEMENT PROJECTs u _106 NOISLEMrNT"NFRSBOLA PR.K-17.0 OTI~INDEPENDENT ENVIRONMENTALREVIEW ticim~~ ~ ~ ~ ~ ~ ~ ~~SCL CHECKED:0SAE PACKAGE5B kMT240.000 TO 1=2-o NeWAssmfte SothAsaPv Ld 2)Al 'R APShl OSTiS LDOOF?l 0 2o -Z200 f l COR,q 2 X"4o .em XXO ~~~~~~ Pd. DbWIN. md N downth e T~ l2.0) nitigaliorise :t Boudaywufll hm RoW - Ouh.d -e=>_ Hfloht Goiio beds 2)Hebht cwI.dmed odtolo 5ol*ngb NornA3.0 m dEmobltem AFO. 0EIS NOISEMmGA1,oN FOR SCHOOtAND HEALTH CENTE OP1TCHLAAT Drofe No:NM-82 DESGND RAJSING PROJECT GNA&PDTDREUNK ROAD NIMPROVMENT PROVIEWT NaUionalHIghWays Autority Of India Km.A275.50 _O_S_InmmRfll d D:SIAGWRCVED-f RAHJL H NDEPCENENT 5B NVIRONMENTALREVmEW320.000 Qtl OnrNAO.11 GP _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1 . EPTMj4FARY-L WALL w 0 - E~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RA- TO&I I II 2 IJW= Twf(1xrlJ t= S WHCLi~. DOCS(lGOXZ10 _~~~~~~SHO i + _U0o0X21 PAkt SCHOOL1t21 _WII*OOW(mX1 WN30WPMX1200~~~~~~~~~~~~~~~~~~~~~~I4~IX ~~~~~~~~~~~~~-1T ~~~~~~~~~~~~~~~~~~~I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ F ~ l_ - I ll t WAFY8aj,SX E UCRAlOU"lOFOROANDX#0 N a~~~~~~~9.0 HwO ofoisd3uy WWI 2.5m _MMgaMtigon: we\ oftofoodNorth Heightof theboundary well wlil be raisedto 5.5rna op nd eningsIn theexternal SdaofuNedIM f ROW Ptrpowd Dotemom of holds so-7c the reTlse levels from 75.1 dB (A) to 662 dB (A) In the residential hostel. Plantationin the RoWltoa dstnce of Ioom on either side of the stucture shall P5owdu 0bnalRdW 250 2 BoundaryomwldrTn,RoW " " " ;' , . 3g.0m s ^ Ode 2 = be providedto act as noisescreens. To bling downthe noise levels ffurther, =1 yearlbeyond 201 5, external walls of the structure will have to be provided with Height of S.1iding 4.0 m Height Of EnbeOrndo . sound lnsulation TrnE Tfll5 DPAW.cN:RAJESH PROJECT GRAND NOISE MmcATnON FOR FARIJAN VIDYA[AVA TRUNKROAD ENVIRONMENTFAL IMPROVEMENT REVIEWSelPROJECT National HlghwaysAuthority AT Km. 280500o (NORfTH) DruwhtgNo: NM--3 DSND RHLse ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~INDEPENDENTOf India DPNErENIOMNA EIW|r e1e DESIGNEDX RAHUJLSINGHI pkn.. .1100. Nopw sCALE: CHECKED: D.SATISH Lea Associates 1) Andrnlrsion won ulm wonoted NTs South Asia Pvt. Ltd. PACKAGE 5Kin. 240.000 TO Km.320.000 'AN -__, 2) FoRM Wtn dIi on n|ly N APPROVEf D SATISH |eOdi-1111 TENTATIVE LOCATIONOF BOUNDARY WALLOF HEIGHT 5h5m GLAZ OfOF - - WUsLF~ ~ ~ ~ ~ ~ ~ ~ OO O ooetw)L2) X r t 0H tL P 0O0 'A~~~~~~~~~~ ~p.. Che Heat af ooHlpd B.yWu,l - ==F- dhFihe9nmFDW ao.om *-ulde _ w : \ WHUDB ffiR 5 \ ~~~~~~~~~~~~~~~~BoundarywellOT height 5.5rnshall be caistuu ed. Thisdecesesnthe nose PlDd1 hod || le\vels 8Dm 78.8 dB(A) tio59.7 dB(A). Furthesrdecrease Innoise lvelsbeyond Boe finiWaeoRW .-ui il ; O8Xth exera wallsof the slrstre fidndgOthel-gcorrIdor.ENlat HeahtSf uldIng 3.0,0 HeIghtofE,,tnrrl Groundull Nas~~~~~~~~~~~~~~~~~~ESIT-ToNTFED AsHUoLSwoEIK2d4Gt3uHX| oIrN:NDEPENDENTENVIRONMENTALRE.VIEW |NioaHGwpAtoiyfnl a LsaA d Su P L HhmuUPACKAGELB Km.240.000 TO Km.320.000 2) Fobk wdmnero CuSp |. N l A PVD:ATISHO ouD.. lie.