NATIONAL HIGHWAYS AUTHORITY OF INDIA No.t?hm Tnr* Rol" in M~It intli ( Rul Mei-Mury)~~ Grand Trunk Road Improvement Project Environmental Management Plan Package IC ~~ *~ 5'~ m.othrn Trunik RoutAs in Me&*"' h&A E432 * )tFt t - J--> u ~~~Volume 5 a#-X m4ortiewn Think R0&d - t8JCOfitU y (G.T. Read) - T--- V V .~~~~~~~~~~~~~~~~~~~~~~-. :1~~~~~~~~~~~~7 - opos.id Tnunk Reld It>rk aW7 A.D.) FINAL HPORt Februarv 2001 FILE COPY j S, :L 99 *................ --.S>lOM )NIdV?SGNfl aNV 1vdln1idnI.LOH 9 I9 V L 99 ........................................................ ONIHoJid Mo.lskaiC£ V *9...~~~~~~~NI LSY1d~~~~~9ISN33n I.£ V I. .g>* NIH:)ld 3OI. 8a V 1 k9 ........................................................ N1831svldIN3W30 1£ 99. (NIU3.unHS '89 NI.IN303) NUOM IEMOj 98 1 . SS*9*9.- -- - - - 8M 31~38:N03 L?£I Z. -......... 3s8no3 AOONd dfla S £ 1 IS*.-9..Ho - -'-''''-3Nv%Y3,o1331Nnr 'Vk'L [S*.9)- - W---SOM lN3W3WI IN TtNOWN02AN3 20 1 SNOaOUY::Ed9 C; I. 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S1N31NO3 10 319Y1 SofodU.wod wIapwov )fuflh pusJg S 1 e5e)Ped - ue!d jwJJ69u9r ejoewuoQwwU Environmental Management Plan - Package I C Grand Trunk Road Improvement Project LIST OF TABLES TABLE I CONTRACT PACKAGES OF TNHP AND GTRIP .........................................1........... I TABLE 2 PROPOSED IMPROVEMENTS- PACKAGE I C. 2 TABLE 3 ENVIRONMENTAL MANAGEMENT PLAN. 7 TABLE 4 PROPOSED TRAINING PROGRAM UNDER GTRIP.. 36 TABLE 5 NATIONAL AMBIENT AIR QUALITY STANDARDS .38 TABLE 6 INDIAN STANDARD DRINKING WATER SPECIFICATION-IS 10500:1991 .39 TABLE 7 NOISE LEVEL STANDARDS (CPCB) .41 TABLE 8 ENVIRONMENTAL MONITORING PLAN .42 TABLE 9 SUMMARY BILL OF QUANTITIES FOR SPECIFIC ENHANCEMENT LOCATIONS 44 TABLE 10 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT ELEMENTS .45 TABLE 11 ENVIRONMENTAL BUDGET FOR CONTRACT PACKAGE I C .48 TABLE 12 GRADED STONE AGGREGATE .55 TABLE 13 GRADING OF FINE AGGREGATE .56 TABLE 14 GRADING OF SAND FOR USE IN MASONRY MORTAR AS PER IS: 2116 .57 TABLE 15 GRADING OF SAND FOR USE IN PLASTER AS PER IS: 1542 .57 TABLE 16 ELONGATION PERCENTAGE OF MILD STEEL BARS .57 TABLE 17 PHYSICAL PROPERTIES OF MILD STEEL BARS .58 TABLE 18 TOLERANCES FOR FORMWORK .58 TABLE 19 STRIPPING TIME FOR FORM WORK .59 LIST OF APPENDICES APPENDIX 1 METHODOLOGY AND TECHNIQUES FOR TREE TRANSPLANTATION APPENDIX 2 TREES FOR TRANSPLANTATION APPENDIX 3 WELLS AND HAND PUMPS IDENTIFIED FOR ENHANCEMENT APPENDIX 4 CULTURAL PROPERTIES TO BE RELOCATED APPENDIX 5 LIST OF BORROW AREAS APPENDIX 6 RECOMMENDED QUARRY AREAS APPENDIX 7 WATER BODIES FOR ENHANCEMENT APPENDIX 8 PROPOSED TRUCK PARKING LAY-BYES ALONG THE GRAND TRUNK ROAD APPENDIX 9 MAJOR AND MINOR JUNCTIONS IDENTIFIED FOR ENHANCEMENT APPENDIX 10 LANDSCAPE PLANS APPENDIX 11 NOISE MITIGATION LOCATIONS APPENDIX 12 TABLE OF PROPOSED Bus STOPS ALONG GRAND TRUNK ROAD APPENDIX 13 CULTURAL PROPERTIES IDENTIFIED FOR TYPICAL ENHANCEMENT APPENDIX 14 CULTURAL PROPERTIES IDENTIFIED FOR SPECIFIC ENHANCEMENTS APPENDIX 15 REPORTING SYSTEM I AA ALA-ta S Environmental Management Plan - Package I C Grand Trunk Road Improvement Project LIST OF DRAWINGS Specific Enhancement Drawings 1 DESIGN FOR ENHANCEMENT OF TEMPLE IC1322.211 2 DESIGN FOR ENHANCEMENT OF TEMPLE IC1323.3/2 3 DESIGN FOR ENHANCEMENT OF STEP WELL !C/367.6/3 4 DESIGN FOR ENHANCEMENT OF POND IC1332.214 5 DESIGN FOR ENHANCEMENT OF COMMUNITY SPACE IC/351.75/5 6 DESIGN FOR ENHANCEMENT OF TEMPLE AND WELL IC/375.616 7 DESIGN FOR ENHANCEMENT OF VILLAGE WALL IC1388.917 8 DESIGN FOR ENHANCEMENT OF POND IC/388.018 9 DESIGN FOR ENHANCEMENT OF BAWAN BIGHA POND IC1389.8/9 Typical Enhancement Drawings 1 PREVENTING DIRECT ACCESS T - 1 2 RAMPEDACCESS T-2 3 STEPPEDACCESS T-3 4 SEDIMENTATION CHAMBER T - 4 5 CASCADES T-5 6 CHAINLINK FENCING T-6 7 BARRIER TO PREVENT GARBAGE DUMPING T - 7 8 HANDPUMP TYPE1 T- 8 9 HANDPUMP TYPE 2 AND TYPE 3 T - 9 10 NOISE BARRIER TYPE I AND TYPE 2 T - 10 11 CONCEPTUAL DESIGN OF STRUCTURAL NOISE BARRIER T - 11 12 SEATING ARRANGEMENT T - 12 13 NOISE BARRIER(CONCEPTUAL) T- 13 14 OIL INTERCEPTOR T- 14 15 PLANTER DETAIL T- 15 16 GABION STRUCTURE FOR SLOPE PROTECTION T - 16 17 GEOTEXTILE DETAIL T - 17 18 SEATING AROUND 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 TOUCHING THE DITCH T - 22 23 WELL SHAFT WITHIN EMBANKMENT T - 23 A 24 WELL SHAFT WITHIN EMBANKMENT T - 23 B 25 RECHARGING PIT FOR URBAN DRAINS T - 24 26 WASHING PLATFORM AT THE EDGE OF THE POND T - 25 27 STORAGE AREA FOR OIL AND GREASE T - 26 28 PAVING T- 27 29 RAILING DETAIL T - 28 30 LAYOUT FOR CONSTRUCTION CAMP T - 29 31 WASTE DUMPING SITE T - 30 32 CANOPY T - 31 33 LAYOUT OF BUSBAY T - 32 34 DESIGN FOR BUS STOP T - 33 35 DETAIL OF BUS STOP STRUCTURE T - 34 36 SLOPE PROTECTION DETAILS T - 35 37 BRICK PITCHING ON SLOPE T-35 A I e 1 ":<,Z:7 List of Noise mitiaation drawings NM - IC'-1 Noise mitigation for Junior high school of PILWAR Km. 322.200 (South) NM - IC -2 Noise mitigation for Primary school of Km 331.500 (North) NM - IC -3 Noise mitigation for Middle school mehwa of km 331.800 (South) NM - IC -4 Noise mitigation for Gyan Sthali English medium school Km. 331.900 (North) NM - IC -6 Noise mitigation for Primary school Bijoli at Km. 334.400 (South) NM - IC -7 Noise mitigation for Primary school mehawa at Km. 336.100 (North) NM - IC -8 Noise mitigation for Community space of Km 351.750 NM - IC -9 Noise mitigation for Primary school at Km. 368.900 Nm - IC -10 Noise mitigation for Primary School Janetpur Km. 381.900 (North) Nm - IC -11 Noise Mitigation at Janta high school at Km. 384.000 (South) Nm - IC - 12 Noise mitigation for Primary School mahtoli, at Km. 386.500 (North) Em'ionn7l ManagsrnernPfmn- PackageI C Grand Trwd Road nrmpvaf Proj.ct 1.1 INTRODUCTION The National Highway-2 (NH-2) connecting Delhi with Kolkata is one of the most important high- density corridors in the country. The existing highway is a two - lane carriageway with traffic bottlenecks and various highway deficiencies. 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 Highways Authority of India (NHAI), a part of the Ministry of Road Transport and Highways (MRTH) is Inproving the Agra - Dhanbad portion of the NH-2 with assistance from the World Bank. To faciitate 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 DelhimAgra section (210km) at the west end, and Barwa Adds - Kolkata section (278km) at the east end of the NH-2 have already been 4-laned with assistance from the ADB. For project preparation, the Agra-Barwa Adda section was divided into 16 contract packages. Eight of the 16 contractpackages were selected forThird National Highway Project (TNHP) (Table 1), depending on the project preparedness, progress on land acquisition and utliy 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 Ul1-B) has not been included as part of TNHP or GTRIP, will be taken up subsequently for construction by NHAI wthh funding from the WS. Table I Contract Packages of TNHP and GTRIP Package Depfion (d-ange) anage (km)PFo To Leng art of Project I A Agra- ShikohabXd 1S9.660 250.500 0.840 GTRIP I -B Shikohabad- Etawah Bypass (start) 250.600 307.500 59.020 GTRIP Ebwah bypass 307.500 321.100 13.600 Etawah bypass I - C Etawah bypass (end)- Bhognipur 321.100 393.000 72.825 GTRIP 11 - A Sikas&ihognoipur- Bhaunti 393.000 470.000 61.600 TNHP 1i - B Bhaunti - Fatehur Border 470.000 38.000 51.330 GTRIP l-C Fatehpur Border- Khaga 38.000 115.000 77.000 TNHP lit1 A Khaga- Kokhraj 115.000 158.000 43.000 TNHP 111- B Kokhra - PaharpurVIlage 158000 245.000 87.000 Allahabaod Bypass 11 C Paharpur vilage -Raja Talab 245.000 317.000 72.000 TNHP IV -A Raja Talab - Mohania 317.000 65.000 76.100 GTRIP IV -B Mohania-sasaran bypass 65.000 110.000 45.000 TNHP IV -C Sasaram bypass 110.000 140.000 31.100 GTRIP fV- D Sone River - Aurangabad 140.0M0 180.000 40.000 TNHP V- A Aurangabad - Rarigani 180.000 240.000 60.000 TNHP V-B Ranigani - Barakatha 240.000 320.000 81.570 GTRIP V -C Baraladia- BaMra-Adda (hanWbad) 320.000 398.750 78.750 TNHP Total GTRIP 422.780 Soare: NHAI 2000 This Environmental Management Plan (EMP) pertains to Contract Package I - C, between Etawah Bypass (End) to Bhognipur. 1 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project The EMP is an integral part of the Contract Document. The conditions stipulated by MoEF, SPCB and other Government Agencies on NHAI would also be a part of the Contract. 1.2 PROJECT DESCRIPTION Package IC starts from km 321.100 of NH2 at the end of Etawah Bypass and ends at km 393.000. There are a number of villages and small towns in Package IC viz., Ekdil (km 329.000), Bakewar (km 338.000), Ujhiani (km 343.000), Mahewa (km 346.000), Babarpur Ajitmal (km 353.000-km 358.000), Bhikepur (km 362.000), Muradganj (km 365.000) and Auraiya (km 378.000). Very high traffic volumes (as high as 141,568 PCUs by 2015 AD) are projected along the corridor. A divided four-lane carriageway has been proposed for the highway. The proposed improvements planned as part of the GTRIP are presented in Table 2. Table 2 Proposed Improvements - Package I C E it A E 4 _ E E 1 X > 4 X E ' E 625 < o t.80 R) S 2 5 00.00 2.00 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5 2.00 5.10 R S 2x7.25 5.0 2xl,5 ___2x1.0 ______ 5.10 6.25 R RA 2x7.25 5.0 2x1.5 2x1.0 6.25 9.80 R S 2x7.25 5.0 2x1.5 2x.0 9.80 10.70 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5 10.70 14.60 R S 2x7.25 5.0 2x1.5 ___2x1.0 __________ 14.60 15.30 U C 2x7.25 1.2 2x2.5 ___5.5 2x1.5 2x1.5 15.30 19.60 R RA 2x7.25 5.0 2x1.5 2x1.0 19.60 20.80 R S 2x7.25 5.0 2x1.5 2x1.0 20.80 29.26 R RA 2x7.25 5.0 2x1.5 2x1.0 29.26 32.00 R S 2x7.25 5.0 2x1.5 2x1.0 32.0D 38.10 R RA 2x7.25 5.0 2x1.5 2x1.0 38.10 39.10 R S 2x7.25 5.0 2x1.5 2x1.0 39.10 45.80 R RA 2x7.25 5.0 2x1.5 2x1.0 45.80 46.70 R N 2x7.25 5.0 2x1.5 2x1.0 l = 46.70 47.90 R S 2x7.25 5.0 2x1.5 2x1.0 47 90 48.10 R RA 2x7.25 5.0 2x1.5 2x1.0 48.10 55.90 R S 2x7.25 5.0 2x1.5 2x1.0 55.90 62.00 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5 62.00 63.40 R S 2x7.25 5.0 2x1.5 2x1.0 63.40 64.40 U C 2x7.25 1.2 2x2.5 _ 5.5 2x1.5 2x1.5 64.40 64.80 R N 2x7.25 5.0 2x1.5 _ 2x1.0 64.80 66.20 R S 2x7.25 5.0 2x1.5 2x1.0 _ _ 66.20 67.30 U C 2x7.25 1.2 2x2.5 5.5 2x1.5 2x1.5 67 30 68.00 R S 2x7.25 5.0 2x1.5 2x1.0 68.00 69.90 R N 2x7.25 5.0 2x1.5 2x1 0 _ 69.90 72.825 R S 2x7.25 5.0 2x1.5 2x1.0 _ C= Concentric widening, N= Widening on North, S= Widening on South, RA= Realignment Source Compiled From DPR of Package IC, NHAI. ol 2 -Propoamd Dypaeeo -~~ - ~Project Corridor G ~~~~~~~~~~~~~~~~~~~~~~~~~National Hlgbway State Boundary 2 -~~ ~ 2 - rnefrmc~~Talu oundary ____Meta Road ____tnmetaead Road River Canal NOrt- AU Chalnagee aer according to Fil. obajnaaen. GRAND TRUNK ROAD IMPROVEMENT PROJECT ILARGER GRID ZGknX25km j SHOWING C F~~~~~~~~~~~. ~~~~ Lea Musciatae SoUth Ada PVL .W. Tft MP SHOING CNTRAC PACKAGEL-iI [oLV I L Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Out of the total of about 60km of the package, 38km is to be wideneci on the north side and another 11km of it is to be completely realigned, Rest about 10km passing through small towns and dense villages is to be concentrically widened. 1.3 MAJOR FINDINGS OF THE EA 1.3.1 AIR Air quality was monitored at 7 locations in Package IC, of which, 2 are urban locations at the same chainage (km 382.000) and the remaining 5 are rural locations. All the air quality parameter levels are well within the permissible limits for the same. The highest level of SPM is predicted to be along the stretch between Ujhiani - Mahewa and Sarai Ajitmal-Babarpur bypasses along package 1 C. The highest concentration of NOx is also predicted to be in this section. CO concentrations will be highest along the Ujhiani - Mahewa bypass and between Bakewar and Ujhiani by 2025 A.D. The lowest concentrations of SPM are likely between the beginning of the Sarai Ajitmal and Muradganj bypasses where they would be less than the 200 pgtm3 limit even in 2025 A.D 1.3.2 WATER: HYDROLOGY AND DRAINAGE The corridor being on flat terrain is imminent to substantial waterlogging. Increase in runoff due increased pavement surface (estimated to be 747427 cum) increases the area of waterlogging. The annual rainfall of the project area is 950mm and there is no major river crossing the corridor for safe disposal of the surface runoff. Both these problems will be solved by adequate drainage provided by improved design of cross drainage structures, done as a part of good engineering practice. The general drainage pattern of the project area is found to be from North-West to South-East. 1.3.3 LAND The NH-2 in this package traverses over the highly fertile Indo-Gangetic plain. With provision of five bypasses at Ekdil, Bakewar, Ujhayani, Babarpur-Ajitmal and Bhikepur- Muradganj, the acquisition of land will be a significant issue since these tracts of productive soil will be put out of use permanently. 133.20 ha of productive agricultural land needs to be acquired for these 5,bypasses and 66.56 ha of agricultural land to be taken up for widening along the existing alignment. The erosion of soils will not be a significant issue since the terrain is plain and the soil is alluvial. Borrow areas identified for the project has been proposed mostly on non-productive lands. For borrow areas land is to be leased for the duration of construction activities only (and will be returned to the owner after borrowing of earth). Redevelopment of these areas after the borrowing needs to be adequately addressed in the project. 1.3.4 NOISE Predicted noise levels along Package - IC indicate km. 378.000 and km. 392.000 as hot spots with levels approaching 85 dB(A). Km. 369.000 to km. 372.000 and km. 386.000 to km. 387.500 are likely to have lowest noise levels due to lower traffic prediction in these sections. 1.3.5 FLORA Land on either side is agricultural or rural/residential. No endangered flora species has been reported along the highway. Removal of vegetation along the highway is a major concern in the project. The roadside plantation in the state of Uttar Pradesh, declared as protected Forests, will need to be ea 43soeSates 3 "ZIE7o7 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project cleared for the project. A total of 7622 trees within the existing RoW need to be felled for the project. Clearance of the plantation will temporarily raise the temperature along the corridor' due to loss of shade causing discomfort to the road users. 1.3.6 FAUNA The historical human influence and the continuous human habitation along the G. T. Road has meant that there is very little faunal presence except for domestic animals along the highway, especially in Uttar Pradesh, Some water bodies abutting the highway, do serve as a temporary/permanent habitat for the migratory or even resident avifauna. A national crocodile (gaviaf) sanctuary has been declared in January 1979 to include about 500km length of the River Chambal covering portions in states of U.P., Rajasthan, and Madhya Pradesh. Fishing has been totally banned in this sanctuary and forest staff has been posted for enforcement of Protection of Wild Life. The boundary of the sanctuary is about 5 km from Auriya and is most unlikely to be impacted by the project. 1.3.7 HUMAN USE VALUES The dominant land use along the highway is agricultural. The major crops grown are wheat, maize, gram, sugarcane and barley. 216.41 ha of land needs to be acquired out of -which 199.76 ha will be agricultural land. It is envisaged that the agricultural land along the highway will get converted to industriallcommercial use to realise the value of the improved connectivity of the area. A total of 13 public buildings such as schools, hospitals abut the road. The proposed widening and strengthening will affect road-side amenities and some locations will be more vulnerable than before. Apart from these there are 32 wells and 61 hand pumps that would be impacted by the project. Some of these wells and hand pumps need to be relocated. Increased vehicular speed mean that the fringe areas of the road are at increased risk from speeding vehicles. 1.3.8 INDUCEDIRIBBON DEVELOPMENT Etawah - Etawah is a major settlement along the NH-2, which will have significant influence on traffic as well as development along the corridor. A decadal growth rate of 2 to 5% and a growth of 1.06 to 1.09% in absolute population is predicted during the design period. This is likely to trigger large scale development due to increased access. Widening of NH-2 to 4/6 lane will further boost the growth rate of this town. Hence, impacts are anticipated to be mutually dependent. Auraiya - This is a rapidly growing town along the NH-2. It registered a decadal growth of 12.52%. Though a declining decadal growth rate of 5% is predicted for the design period, absolute population is predicted to increase tremendously. The settlement at present being concentrated on the northern side of the corridor and having more than 20m clear width, no congestion is experienced. To arrest future encroachment and subsequent ribbon development, access control will work at its best if implemented immediately. Including these there are 53 settlements along project corridor, which may expand in future. 1.3.9 CULTURAL PROPERTIES The corridor passes through two significant cultural properties and properties of archaeological interest namely Kwaja Ka Phool and Step well at km 327.6. Khwaja ka Phool is a 200 years old giant wall, of five meters high encircling a village known as Kwaja Ka Phool. The highway passes close to I ea A4sociates 4 Environmentaf Management Plan - Package I C Grand Trunk Road Improvement Project the structure at an approximate distance of 25 m (from the centreline of the road). The proposed four laning is affecting the wall. A step well on the southern side of the road is at a distance of 1 m from the edge of the existing carriageway. The step well, which is more than 100 years old will be impacted by the proposed four laning of the road. The step well, which probably belongs to the age of Sher Shah Suri is a site recommended for conservation, owing to its historical significance. There are no other sites designated as "Protected Monuments" by the Archaeological Survey of India along Package I-C. However, there are 9 small structures along the corridor of local significance. The detailed drawings of the measures suggested and the associated Bills of Quantities form a part of this EMP 1.3.10 QUALITY OF LIFE VALUES The project is expected to bring in substantial improvement in connectivity along the corridor. Presently, the traffic conditions are characterised by mixed traffic with bullock carts and high-speed truck jostling for space on the highway. These combinations create hazardous conditions for all the road users. With segregation of local and through traffic, by the provision of service lanes, flyovers, etc. the project will have a beneficial effect on road safety. However, real safety concerns have been raised with reference to the children using the highway to get to the numerous schools and other educational institutions that have direct access opening on to the NH-2. 1.3.11 RESETTLEMENT A total of 1764 families will be affected of whom 833 will be displaced. The entitlement framework of the GTRIP provides for distinct entitlements and assistance for each category of the displaced families/ persons. For details refer the Consolidated RAP Report and the RAP for Package I-C. 1.4 SUMMARY OF CRITICAL IMPACTS I ISSUES Issue Description Removal of road side trees A total of 7622 trees need to be removed to accommodate the RoW Significant historical properties Khwaja ka Phool and Step Well Loss of productive top soil Acquistion of 199.76 ha of productive agricultural land is required High noise levels The entire corridor exceeds the permissible noise levels for rural and residential areas. Drainage and water logging Throughout the corridor 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. Lea Aciat 5 2 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project 1.5.2 CONSTRUCTION STAGE This will be the most crucial and active stage for the Environmental Management Plan. In addition to the mronitoring 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 grow in importance. Other possible locations where a risk assessment' will be useful include the locations of Hot Mix plants (spillage of fuel, bitumen etc) and labour-camp sites. 1.5.3 OPERATION STAGE The operation stage will essentially entail monitoring activity along the corridor. The monitoring for pollutants specified in the Monitoring Plan will serve the two purposes. In addition to checking the efficacy of the protectionimitigation/enhancement measures implemented, this will help verify or refute the predictions made as a part of the impact assessment2. Thus, it will complete a very important feedback loop for the NHAI. The measures adopted and/or to be adopted during the different stages of the project have been detailed in Table 3. The responsibility for implementation and supervision of EMPs are vested with four agencies, namely Contractors, NHAI, PIU and Engineers. The Contractors herein mean the agency hired for execution of the construction works for the respective contract packages. NHAI would be the implementation agency at two levels one at Centre referred as NHAI and the other at Package level named as PIU, in the EMP. The term engineer refers to the Supervision Consultant. While risk management here deals exclusively with the physical environment, the Resettlement Action Plan addresses equally real risks on the socio-economic aspects. Contingency Planning may be adopted to set aside resources for the events for which there is no way of predicting severity and probability of occurrence with any great degree of confidence. Normally fixed proportion of the emergency response resource allocation is kept always on stand-by to counter such a situation. 2 The inputs from this and other projects of similar nature will help improve the quality of the environmental management plans in subsequent projects or modify any future activities along this highway too. Risk Management during the operation phase of the project almost exclusively deals with the accidents of vehicles carrying fuel or other hazardous materials At this stage too, a dispassionate weighing up of the severity and probability is a must to ensure that neither too many nor too few resources such as personnel, vehicles or communication facilities are available to tackle the situation whenever it arises. 6 Environmental Managemen7t Plan - Package / C Grand Trunk Road Improvement Project Table 3 Environmental Management Plan Reference to Responsibility Environmental Mitigation Measures3 Contract Locations Time Frames Impact/Issue Documents4 Implementation Supervision P-1 .0: Pre-construction Stacie P 1 1 | Trees will be removed from the Corridor of Impact (or, .1 .site, in other words) before the commencement of Legal Before Rernoval of en . Legal Corridor of Impac'. Construction Contractor Pl U NHAI Trees Construction with prior clearance from the Forest requirement starts i T Department. s I Trees identified, as candidates for transplantation, shall be transplanted at available incidental spaces. The The trees selected by P.1.2 Tree [transplantation shall be completed prior to the Project the SC from the list Before the site is Special Contractor/ P. 1. Tre trasplatatio shal becompeted riorto te Prject given in Appendix 2 handed over to Agency to be identified PIU, NHAI Transplantation commencement of the construction. The methodology requirement shall be considered for the contractor. for this purpose and techniques to be adopted for transplantation are transplantation. presented in Appendix 1 of this report. The acquisition of land and private properties shall be carried out in accordance to the RAP and entitlement NGOs, Collaborating Framework for the project. It shall be ensured that all Agencies, P.1.3 R&R activities be reasonably completed before the RAP and Before PIU, NHAI, Grievance Land and construction activity starts, on any sub-section of Project Corridor of impact construction Redressal Cells (GRC), PIU, NHAI Property project roads. requirement. starts District Level Acquisition All grievances of the EPs will be reasonably redressed, Committee (DLC) in accordance to the RAP implementation mechanism authorities suggested for the project. P. 1.4 All utilities will be relocated with prior approval of the Before I concerned agencies. Relocation will be reasonably Project Refer utility relocation PIU, NHAi PIU Utility complete before construction starts, on any sub-section requirement. drawings. construction uAgencies. Relocation iof the project road. starts.CosrcinAeis Some of the mitigation measures are preventive in nature while some others include additional measures in terms of environmental conservation and involve physical and construction work The Contract Documents refer to the following. Ministry of Surface Transport, Roads Wing (MoST), Government of India Specifications for Road and Brdge Works (Third Revision, 1995. Reprinted, 1998).Specific and general conditions of the contract Unless otherwise stated, the Project Site covers area beyond the Corridor of Impact and/or the RoW, such as borrow areas, access roads, service roads and equipment storage sites (MoST: 306 3) Time frame refers to the duration or instant of time when the mitigation measures will be taken. Refer EIA Report of the project for required details on the various mitigation/management measures proposed CL:7CJ Lea Associates 7 7 = `:N,J7Y7 Envi,onrTental Management Plan - Package I C Grand Trunk Road Improvement Project ; f Reference to { ! Responsibility Environmental S Mitigation Measures3 Contract Location Time Frame'5 Impact/lssue i Documents4 I Implementation Supervision All community utilities such as community sources of P 1.5 water will be replaced at appropriate locations. List of community Removal The relocation of hand pumps at new locations shall be RAP utilities of cmni Design Consultants / PIU Communiy of |carried out in accordance to details provided in Drawing r pumps, wells etc are construction P Utility No. T - 8 or Drawing No. T - 9 as applicable requirement. provided in Appendix starts. PIU,NHAI I The replacement will be reasonably complete before 3. construction starts. All cultural properties within the Col shall be relocated Refer list of cultural P.1.6: at suitable locations, as desired by the community. Relocation of iLocal Community meetings, facilitated by local NGOs, RAP and rertes to be Before Design Consultants/ P NHAI Cultural will be held to discuss relocation aspects, siting of Project relocated in Appendix construction PIU,NHAI Property structures etc. requirement. 4. starts. Relocation will be complete before construction starts. l |Advance notice, as per RAP shall be given to the Notice to be P.1.7 encroachers. For squatters needing relocation, all R&R served at least Clearance of activities will be undertaken. Entitlements, as per NHAI RAP . . four months PIU, NHAI Encroachment/ Entitlement Framework the GTRIP will be complete requirement. before Revenue Authorities squatters before construction starts, on any sub-section of project scheduled start | roads. __ of construction. i C-1.0: Construction Stage C.1.1 (a) Debris generated due to the dismantling of the MoST: 112.6 | Generation of existing pavement structure shall be suitably reused in Debris the proposed construction, subject to the suitability of the material and the approval of the Engineer, as follows: I The embankment fill materials shall be reused for the proposed embankment. MoST: 112.2 * The sub grade of the existing pavement shall be TruhtPojc DrigContractorENIER used as embankment fill material Corridor. Construction PIU, NHAI. * The existing base and sub-base shall be recycled as sub-base of the new road * The existing bitumen surface can be utilized for the paving of cross roads, access roads, and paving works in construction sites and camps, temporary traffic diversions, haulage routes etc. . L Lea Associates 8 '~C Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Reference to Responsibility Mitigation Measure Contract Location Time Frame Impact/Issue Documents4 Implementation Supervision (b) Unutilisable debris material shall be suitably disposed off 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 thati the filled area is covered with a layer of preserved topsoil as envisaged in C.1.2. of the EMP. * At locations identified for dumping of residual bituminous wastes, the dumping shall be carried out over a 60mm thick layer of rammed clay so as to eliminate the possibility of the leaching of the wastes into the ground water. The contractor shall ensure that the filled area is covered with a layer of preserved topsoil as suggested in Drawing No. T - 30. (c) All arrangement for transportation during construction including provision, maintenance, dismantling and clearing debris, where necessary will be considered incidental to the work and should be planned and implemented by the contractor as approved and directed by the Engineer. d) Bentonite Slurry or similar debris generated from pile driving or other construction activities shall be disposed Isuch that it does not flow into the surface water bodies or form mud puddles in the area. C.1.2 (a) The topsoil from all areas of cutting and all areas to Throughout Project Loss of Topsoil be permanently covered shall be stripped to a specified MoST: 300 Corridor, where depth of 150mm and stored in stockpiles. At least 10% productive land is of the temporarily acquired area shall be earmarked for acquired. During Engineer, PIU stori ng top soil . MoST: Borrow areas Construction Contractor NHAI. (b) The stockpile shall be designed such that the slope 305 3.9 identified for the does not exceed 1:2 (vertical to horizontal), and the MOST: 301.7 project are presented height of the pile be restricted to 2m. To retain soil and in Appendix 5. to allow percolation of water, the edges of the pile shall.| . _ Lea Associates 9 K= Environmental Management Plan - Package / C Grand Trunk Road Improvement Project Environmental MiiainReference to 6Responsibility Mitigation Measures3 Contract Locations Time Frame i Impact/Issue~~~~~ ~ ~ Douets4 Implementation Supervision be protected by silt fencing as detailed out in typical D Drawing No. T- 17. MoST: (c)Stockpiles will not be surcharged or otherwise loaded 305.3.3 i and multiple handling will be kept to a minimum to| ensure that no compaction will occur. The stockpiles shall be covered with gunny bags or tarpaulin. (d) It shall be ensured by the contractor that the topsoil will not be unnecessarily trafficked either before stripping or when in stockpiles. (e) Such stockpiled topsoil will be returned to cover the disturbed area and cut slopes. Residual topsoil will be distributed on adjoining/proximate barren/rocky areas as identified by the Engineer in a layer of thickness of 75mm - 150mm. Top soil shall also be utilized for redevelopment of borrow areas, landscaping along ____ - slopes, medians, incidental spaces etc, (a) Construction vehicle, machinery and equipment C.1.3 shall move or be stationed in the designated area (RoW MoST: 112.6 Compaction of or Col, as applicable) only. While operating on Throughout Project . Soil temporarily acquired land for traffic detours, storage, Corridor and all areas During Contractor Engin material handling or any other construction related or MoST: temporarily acquired. incidental activities, topsoil from agricultural land will be 305.2.2.2 preserved as mentioned above._.____ C.1.4 Borrowing (a)Arrangement for locating the source of supply of MoST: of Earth material for embankment and sub-grade as well as 305.2.2.2 compliance to environmental requirements 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 responsibility of the contractor. locations suggested During Engineer, i(b)No borrow area shall be opened without permission of MoST: for the project in Construction. Contractor. PIU,NHAI. !the Engineer. The borrowing shall not be carried out in 305.2.2.2 Appendix 5. cultivable lands, unless and until, it shall be agreed upon by the Engineer that there is no suitable uncultivable land in the vicinity for borrowing, or there are private land owners willing to allow borrowing on their fields. Lea Associates 1 0 W7==D Environmental Management Plan - Package I C Grand Trunk Road Improvement Project E Reference to Responsibility EnvIronmntals Mitigation Measures3 Contract Locations Time Frame6 _ Impact/Issue Documents4 i Implementation Supervision I~~~~~~~~~~ Documents (c)Borrowing of earth shall be carried out at locations MoST: 305.2 ,recommended in Appendix 5. Non Cultivable lands Borrowing of earth will be |carried out upto a depth of 1.0 m from the existing ground level. Borrowing of earth shall not be done continuously. The slope of the edges shall be maintained not steeper than 1:4. Ridges of not less than 8m width shall be left at intervals not exceeding 300 m. Small drains shall be cut through the ridges, if necessary, to facilitate drainage. * Productive lands: Borrowing of earth shall not be carried out on productive lands. However, in the event of borrowing from productive lands, the contractor has to obtain the prior permission of the Engineer. At such locations, the preservation of topsoil shall be carried out as envisaged in C.1.2. At such locations, the depth of borrow pits shall not exceed 45 cm and it may be dug out to a depth of not more than 30 cm after stripping the 15 cm top soil aside. * Elevated lands: At locations where private owners desire their fields to be leveled, the borrowing shall be done to a depth of not more than 1 m or upto the level of surrounding fields. Borrow Areas near Settlements: Borrow pit location shall be located at least 0.8 km from villages and settlements. If unavoidable, they should not be dug for more than 30 cm and should be drained. (d) The Contractor shall facilitate inspection of all borrow areas by the PIU, NHAI and satisfy the Engineer of the environmental compliance. Any non-compliance shall be made good by the Contractor at his own cost. __ | - _ - - --- - C-1.5 a) Borrow pits shall not be dug continuously in a stretch. - Degradation of The location, shape and size of the designated borrow MoST: All borrowareas During Cotrct Engineer, Borrow Areas areas shall be as approved by the Engineer and in 305.2.2.2 . Construction ontracor PIU,NHAI. accordance to the IRC recommended practice for borrow 11 Lea Associates Environmental Managemenrit Plan - Package I C Grand Trunk Road Improvement Project Environmental Mitigaton Measures3 !Reference to Responsibility Ipc/su iMitigation Measures ' Contract Location Time Frame6 Ipact/Issue| Documents4 Implementation Supervision pits for road embankments. b) Borrow pits shall be re-developed at such borrow locations, spoils shall be dumped with an overlay of MoST- 111. 1 stockpiled topsoil (as per the clauses of the EMP), in accordance with compliance requirements with respect to MoEF/UPSPCB guidelines. Redevelopment of borrow areas shall be taken up in accordance with the plans approved by the Engineer's environmental specialist. C. 1.6 Soil a) On road embankment slopes, slopes of all cut, fill etc., Erosion shrubs and grass will be planted. On sections with high Design filling and deep cutting the side slopes will be graded requirement and covered with bushes and grass, etc., as per specifications for stone pitching, grass and shrub given in the Bid Documents. b) In borrow pits, the depth of the pits shall be so regulated that the sides of the excavation will have a MoST: slope not steeper than 1 vertical to 4 horizontal, from the 305.2.2.2 edge of the final section of bank, c) Along sections abutting water bodies, stone pitching Throughout Project needs to be carried out for slopes between Ivertical: 4 Corridor, horizontal to 1 vertical to 2 horizontal as per typical MoST- 306.2 all borrow areas, During Cotrt Engineer, details provided in Drawing No. T - 35 and Drawing No. service roads and Construction. ontractor. PIU,NHAI. T - 35 A. Gabion structures shall be provided for slopes MoST 306.2 equipment storage steeper than 1 vertical to 2 horizontal, as per typical o . sites, etc. details provided in Drawing No. T - 16. d) The work shall consist of measures as per design, or as directed by the Engineer to control soil erosion, sedimentation and 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 incidental to the earth work or lother items of work and as such no separate payment will be made for them. C.1.7 a) Vehicle/machinery and equipment operation, _ __ Throughout Project During Contractor. Engineer, Lea Associates 1 2 Lnvironmental Management Plan - Pachage I CR Grand Trunk Road Improvement Project Environmental Reference to ! Responsibility Mitigation Measures3 Contract Location Time Frame6r Impact/Issue Documents4 Implementation Supervision Contamination maintenance and 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 Icontaminate the ground. An "oil interceptor" will be document temporarily acquired 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 disposed off in accordance with MoEF and UPSPCB guidelines. b) Fuel storage and refilling areas shall be located at least 300m from all cross drainage structures and important water bodies or as directed by the Engineer. c) In all fuel storage and refueling areas, if located on agricultural land or areas supporting vegetation, the topsoil shall be stripped, stockpiled and returned after cessation of such storage and refueling activities as per EMP clause no. C-1.2. C1.8 a) All spoils shall be disposed off in the manner as Contamination specified in EMP. Spoil from excavation of riverbed shall of Soil by be managed and disposed off as directed by the Construction Engineer. No new disposal site shall be created as part Wastes & their of the project, which is not treated as per EMP clause disposal C.1.1, except with prior and express approval of the Throughout Project Engineer in the course of the project. corridor, During Engineer, b) All waste material shall be completely disposed as MoST: 201.2 all access roads, sites Construction Contractor PIU,NHAI. desired and the site shall be fully cleaned before MoT| 012 tm orril ared handing over. The Engineer will certify in this regard. c) All temporary acquired land shall be dealt in the manner as laid out in the EMP if dumping of waste is envisaged. Any claim, arising out of waste disposal shall MoST: I be resolved by the contractor at his cost. 301.3.11 C.1.9 The Contractor shall obtain materials from quarries only All quarries During licensing Quarry after consent of the DoF or other concerned authorities MoST: 111.3 recommended to be and during Cotrt Engineer, Operations and only after development of a comprehensive quarry' used in the project are operation of the PIU,NHAI. redevelopment plan, as per the Uttar Pradesh Mining given in Appendix 6. quarries for the 13 _- _--- -Lea Associates o7 3 Environnmental Management Plan - Package / C Gratnd Trunk Road Improvement Project E mReference to I Responsibility Mitigation Measures Contract Location5 Time Framer' Impact/Issue Documents4 Implementation Supervision Rules. Alternatively the Contractor shall acquire the project required material from quarries licensed by the UPSPCB. The quarry operations shall be undertaken within the rules and regulations in 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 spreading as topsoil. requirement. b) Wherever digging is undertaken, the banks shall be protected by means as designed or as approved by the Engineer. The excavation shall be carried out in a manner so that the side slopes are no steeper than 1 MoST: All water body Whenever encountered Engineer, vertical to 4 horizontal, otherwise slope protection work 305.4.1 locations likely to be duringContractor shall be provided, as approved by the Engineer and impacted. construction specified by EMP clause C.1.6. (c) As far as practicable, and as approved by the Engineer, excavation for replacement of water bodies shall be at the closest possible place/location, with respect to the original water body or part thereof consumed by filling. _ ___ __________ C.1.11 Loss of a) Any source of water (potable or otherwise) for the Other Water community such as wells, tube-well, etc., inddentally lost RAP Sources shall be replaced immediately. The location and siting of requirement. the replaced source of water shall be as per design, or MoST: 110.3 as directed by the Engineer. In general, there should be only lateral displacement (of the new site from the old). I b) Execution of enhancement measures at water body Throughout Project Whenever locations identified for enhancement shall be completed I Ci, encountered Engineer, I in accordance to the individual drawings, specified for MoST 301 .5 all access roads, sites during Contractor PIU,NHAI. those locations. Refer Appendix 7 for the list of surface temporril ared construction !water bodies that are to be enhanced and the detailed a | 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- !construction stage. Lea Associates 14 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Environmental ' 3 , ~~~~~~~~~~~~Reference to 'Responsibility EnIronmentals Mitigation Measures3 Contract Locations Time Frame6 eo i impact/Issue | Documents4 Implementation Supervision The relocation of the hand pumps shall be carried out as 1 detailed in the typical design drawings presented in Drawing No. T - 8 or Drawing No. T - 9 as applicable Mitigation measures as detailed in Drawing Drawing No. T - 22, Drawing No. T - 23 A or Drawing No. T - 23 B shall be carried out at the various wells locations identified. Refer Appendix 3 for the list of wells where i mitigation measures need to be provided. (d) For drains carrying run-off from the highways entering, into surface water bodies/channels, with a fall exceeding 1.5 m cascading shall be carried out as per the details provided in Drawing No. T - 5. Sedimentation traps shall be provided at drains location entering into the water bodies as per details in Drawing No. T - 4. _____ __-_ C.1.12 Flooding a) In addition to the design requirements, the contractor shall take all desired measures as directed by the l Engineer such measures to prevent temporary or Throughout project During permanent flooding of the site or any adjacent area. corridor, allst Construction Engineer, b) The scope for prevention of flooding includes 305.3.2 temporarily acquired and the Defects Contractor. PIU,NHAI. prevention of loss of use, loss of access of any land or and all borrow areas. Liability Period. property thereon resulting from flowing or stagnant water as direct/ indirect impact of construction. C.1.13 Siltation a) Silt fencing will be provided at the base of the into Water embankment for the entire perimeter of any water body MoST:306 Bodies (including wells) as per detail in Drawing No. T - 17. Throughout Project 'b) Siltation of soil into the water bodies will be prevented Corridor, all access During During ~~~~~~~~Engineer, as far as possible. The contractor will take all reasonable roads, sites Construction Contractor. PIU,NHAi. ! measures as per EMP Clause C.1.6 temporarily acquired . [c) Construction materials containing fine particles shall 0 and all borrow areas. |be stored in an enclosure such that sediment laden MTi water does not drain into nearby watercourses. o _ _ _ ' E C.1.14 Torrent a) No tree or vegetation other than those designated for MoST. 201.2. Throughout Project Run-off ifellingwill be cut. I [Corridor, all access During I Engineer, b) The contractor shall take all necessary precautions MoST roads, sites Construction. Contractor. PIUNHAI. and construct temporary/permanent _(as per C.1.6 or temporarily acquired _. Lea Associates 1 5 C 7 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Reference to Responsibility Environmental Mitigation Measures3 Contract Locations Time Frame6 Impact/Issue 4 Documents4 Implementation Supervision C. 1.113) devices to prevent water pollution (due to j 306.2 & 4 and all borrow areas. silltation and increase of turbidity). C.1.15 la) In sections along water courses, and close to cross- Alteration of drainage channels, earth, stone or any other Drainage Iconstruction materials or appendage shall be properly MoST: Throughout Project disposed off so as not to block the flow of water. 305.3.7 Corridor, all access D E b) All necessary measures shall be taken to prevent roads, sites Dunng Contractor. Engineer, earthwork, stonework, materials and appendage as well temporarily acquired Construction. as the method of operation from impeding cross- MoST: 306 and all borrow areas. drainage at rivers, streams, water canals and existing irrigation and drainage systems. C.1.16 Retention ponds, surface water bodies will be created Ground Water as per drainage design. Tree and vegetation plantation Design As per Drainage During | C Engineer,. Depletion will be conserved and additionally planted as per requirement. Design. Construction. ontractor. PIU,NHAI. design. C Increased MoST: 111.15 Entire Project Site. Run-off Retention work will be taken up on the roadside drainage During Contractor Engineer, channels as per the roadside drainage design. Construction. C PIU,NHAI. As per Drainagel Design Design. requirement. C.1.18 a) All measures will be taken to prevent the wastewater Contamination produced in construction from entering directly into MoST: 306 of Water from streams, water bodies or the irrigation system, as Construction directed by Engineer. MoST: Throughout Project Wastes b) Construction work close to the streams or water 111.13 Corridor, bodies shall be avoided during monsoon and measures a During Engineero as per EMP clause C.1.1 3 will be taken. all access roads, sites Construction Contractor PIU,NHAi. l ~~~~temporarily acquired c) The discharge standards promulgated under the and all borrow areas. iEnvironmental Protection Act, 1986 shall be strictly MoST: 111.1 adhered to. All waste arising from the project is to be disposed off in a manner that is acceptable to the Uttar _-_. PadesState Pollution Control Board (UPSPCB) and - Lea Associates 16 l2tz~'7rlY Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Environrnental 3 S Reference to Responsibility EnIrmnment/ls Mitigation Measures3 Contract Location5 Time Frame6 - m Documents4 I Implementation Supervision the Engineer. 1 C1.119 (a) The work shall be carried out in such a manner that MoST: 111.4 Contamination pollution of natural watercourses, ponds, tanks and I from Fuel and reservoirs is avoided. MoST: 113.13 Lubricants (b) Vehicle, machinery & equipment maintenance and Throughout Project refuelling shall be done in a manner as specified in Corridor, all access EMP clause C. 1.7 to prevent pollution of water. roads, sites * At construction vehicle parking locations and at MoST: 111.1 temporarily acquired, fuel/lubricant storage sites, oil and grease traps shall be altruck lay-byes. CotDu cing Contractor PIU,NHAi. provided to prevent the contamination of the soil and l nearby watercourses, as per designs annexed in Location of truck lay- Drawing No. T - 14. byes is given in (c) Waste products must be collected, stored and taken Appendix 8. to approved disposal sites in compliance of UPSPCB guidelines or any other relevant laws, and to the entire satisfaction of the Engineer. __ I C.1.20 (a) Construction labourers' camps shall be located at Sanitation and least 200m away from the nearest habitation based on MoST: 111.14 waste disposal the conceptual plan provided in Drawing No. T - 29 and in construction details of which shall be approved by 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/ watercourses takes place. Compliance with the relevant During I legislation shall be strictly adhered to. Garbage bins All Construction Establishment, Engineer shall be provided in the camps and regularly emptied Worker's Camps Operation and Contractor. EINeer and the garbage disposed off in a hygienic manner, to including areas in Dismantling of PNA the satisfaction of the relevant norms and the Engineer. immediate vicinity. Such Camps. (c) In connection with underground water resources, including percolating water, the contractor shall take all necessary precaution to prevent interference with such water resources. MoST: 111.1 (d) All relevant provisions of the Factories Act, 1948 and the Building and other Construction Workers (regulation of Employment and Conditions of Service) Lea Associates 1 7 [ Environmenta( Management Plan - Package I C Grand Trunk Road Improvement Project Reference to Responsibility Mitigation Measures3 Contract I Locations Time Framer' Impact/lssue Documents4 Implementation Supervision Act, 1996 shall 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 Throughout Project of water and no such supply and storage will be Corridor, all access D provided by the PIU, NHAI. The Contractor shall not roads, sites During Contractor Engineer, open a new borewell or extract groundwater without temporarily acquired Construction. C PIU,NHAI. permission from the UP Ground Water Board. The and all borrow areas. Contractor may, however, use any existing borewell or any other source of water supply subject to necessary or relevant arrangement. C.1122 (a) The Contractor shall be responsible for arranging 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 Contractor to serve notice on the downstream users of RAP temporarily acquired During Erigineer, water sufficiently in advance. rAP and all borrow areas Contractor (c) Construction over and close to the non-perennial as well as the streams shall be undertaken in the dry session, immediate Construction over the irrigation canals, if disruption to surroundings of these the flow, quality of water and adverse impact on the I areas. irrigation structure is expected (or probable in the view of the Engineer), will be undertaken at the obtaining necessary permission from the Department of Irrigation. (d) Construction work expected to disrupt users and iimpacting community water bodies will be taken up l l l Lea Associates 1 8 = D Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Reference to | Responsibility nIronmentalss [ Mitigation Measures, Contract Location Time Frames Impact/Issue Documents4 Implementation Supervision after serving notice on the local community. (e) The Contractor may use the natural sources of, water subject to the provision that any claim arising out of conflicts with other users of the said natural sources of water shall be dealt with entirely by the contractor. C.1.23 (a) All vehicles delivering materials to the site shall be MoST: 111.9 Generation of 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: 111.5 plants and the batching plants up to the satisfaction of the Engineer. (c) All existing highways and roads used by vehicles of MoST: 111.9 the contractor, or any of his sub-contractor or suppliers of materials or plant and similarly roads which are part of the works shall be kept clean and clear of all dust/mud or other extraneous materials dropped by such vehicles or their tyres. (d) Clearance shall be effected immediately by manual Throughout Project sweeping and removal of debris, or, if so directed by MoST: 111.10 Corridor, all access During the Engineer, by mechanical sweeping and clearing roads, sites Construction Contractor Engineer, equipment, and all dust, mud and other debris shall be temporarily acquired removed completely. Additionally, if so directed by the MoST: 118.1 and all borrow areas. Engineer, the road surfaces shall be hosed or watered using necessary equipment. (e) Plants, machinery and eq/uipment shall be so handled (including dismantling) as to minimise Contract generation of dust. document (e All earthwork shall be protected in a manner acceptable to the Engineer to minimise generation of dust. (g) The hot-mix plants shall be fitted with dust extraction units in order that the exhausts comply with the requirements of the relevant current emission control legislation. | _ . C.1.24 Emission (a) Hot mix plants and batching plants shall be located MoST: 111.5 All Hot-mix and During Erection, Contractor. Engineer, 19 --Lea Associates 1 9 1z3=: Environmental Management Plan - Package / C Grand Trunk Road Improvement Project Environmental 3 . . . , | Reference to D Responsibility Mitigation Measures i Contract i Locations Time Framer' Impact/issue 4 Documents | Implementation Supervision from Hot-Mix sufficiently away from habitation, agricultural operations Batching Plants. I Testing, PIUNHAI. Plants and or industrial establishments. Where possible such Operation and Batching Plants plants will be located at least 1000m away from the Dismantling of nearest habitation. MoST: 111,5 Such Plants. (b) The exhaust gases shall comply with the requirements of the relevant current emission control legislation. All operations at plants shall be undertaken in accordance with all current rules and regulations protecting the environment. (c) Monitoring of the pollutants shall be carried out by the agency identified for Environmental Monitoring as detailed in the Environmental Monitoring Plan for the project. C.1.25 Odour (a) Construction labourers' camps shall be located at from least 200m away from the nearest habitation to avoid Construction conflicts and stress over the infrastructure facilities, with labourer's the local community. Contract All Construction During camps (b) The waste disposal and sewage system for the requirement Labourers' Camps and Establishment, Engineer, camp shall be properly designed, built and operated so immediate surrounding Operation and Contractor. PIUNHAI. that no odour is generated. Relevant provisions as the areas Dismantling of Factories Act, the Building and other Construction Such Camps. Workers (regulation of Employment and Conditions of Service) Act, 1996 and all other relevant legislations shall be strictly adhered to. C.1.26 Emission (a) The discharge standards promulgated under the C from Environment Protection Act, 1986 shall be strictly ontract Construction adhered to. All vehicles, equipment and machinery requirement Throughout Project Vehicles, used for construction shall conform to the relevant Corridor, all access During Engineer Equipment and Bureau of Indian Standard (BIS) norms. roads, sites Contractor. PIUNHAi. Machinery (b) All vehicles, equipment and machinery used for temporarily acquired C construction shall be regularly maintained to ensure and all borrow areas. that pollution emission levels comply with the relevant Contract requirements of UPSPCB and the Engineer. requirement C.1.27 Pollution (a) All crushers used in construction shall conform to Contract All Aggregate During Erection, Contractor. Engineer, from Crusher relevant dust emission control legislations. Clearance requirement Crushing Plants. Testing, PIUNHAI. Lea AssocDaes 20 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Environmental ~~~~~~~~~~~~~~~Reference to Responsibility Environmental Mitigation Measures3 Contract Location$ Time Frame6 r' - - -- - iit impact/Issue >Documents4 I Implementation Supervision for siting shall be obtained from the UPSPCB. i Operation and II Alternatively, only crushers already licensed by the Dismantling of | UPSPCB shall be used. Such plants. (b) Dust screening vegetation will be planted on the edge of the RoW for all existing roadside crushers. Design (c) The suspended particulate matter contribution value requirement. iat a distance of 40m from a controlled isolated as well MoST: 111.1 as from a unit located in a cluster should be less than 5001lg/m3. The monitoring is to be conducted is 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 comply with the relevant legislation for levels of sound MoST: 111.1 emission. Non-compliant plant shall be removed from oThroughout Project site. Corridor, all access During Engineer, (c) Noise limits for construction equipment used in this roads, sites Construction. Contractor. PIUNHAI. project (measured at one metre from the edge of the temporarily acquired equipment in free field) such as compactors, rollers, MoST: 111.13 and all borrow areas. front loaders, concrete mixers, cranes (moveable), vibrators and saws shall not exceed 75 dB(A), as specified in the Environment (Protection) Rules, 1986. (d) Maintenance of vehicles, equipment and machinery shall be regular and to the satisfaction of the Engineer, to keep noise from these at a minimum. (e) Workers in vicinity of loud noise, and workers MoST 1116 working with or in crushing, compaction, batching or concrete mixing operations shall wear earplugs. C.1.29 Noise (a) Blasting shall be carried out only with permission of MoST: 302.1 All Blasting and Pre- During Contractor. Engineer, from Blasting or the Engineer. All the statutory laws, regulations, rules splitting Sites. Preparation, PIUNH AJ,z 21 Lea Associates Environmental Management Plan - Package I C ______________________ _________________ Grand Trunk Road Improvement Project Reference to Responsibility Environmental Loa6n esosblt Mitigation Measures3 Contract Location Time Frame - Impact/Issue [Documents4 Implementation Supervision from Blasting or the Engineer. All the statutory laws, regulations, rules splitting Sites. Preparation, PIUNHAI. Pre-splitting etc., pertaining to acquisition, transport, storage, I Operation and Operations handling and use of explosives shall be strictly followed. Closure of Such (b) Blasting shall be carried out during fixed hours Sites. (preferably during mid-day), as permitted by the MoST: 302.4 Engineer. The timing should be made known to all the people within 500m (200m for pre-splitting) from the blasting site in all directions. People, except those who actually light the fuse shall be excluded from the area of 200m (50m for pre-splitting) from the blasting site in all directions at least 10 minutes before the blasting. __._.___ C.1.30 Loss or (a) All works shall be carded out in such a fashion that Engineer, Damage of the damage or disruption to the flora is minimum. Trees I Entire Project Site. During Contractor PIU,NHAI. Vegetation or shrubs will only be felled or removed that impinge As encountered directly on the permanent works or necessary Contract During Construction Construction temporary works with prior approval from the Engineer. requirement Engineer, PIU,NHAI (b) The Engineer shall approve such felling on the Asdecidedbythe D PIU,NHAI. advice of the PIU, NHAI, and only when the PIU, NHAI DoF. oung DoF. receives a 'clearance' for such felling from the DoF, as . Construction applicable. Design PIU,NHAI. (c) Trees felled shall be replaced as per the requirement. As per DoF compensatory afforestation criteria in accordance with Existing the Forest (Conservation) Act, 1980. Programmes. Contractor DoF, PIU, NHAI .1.31 [Disruption to vegetation shall be minimised and the C. . 31 t f contractor shall ensure that the construction vehicle, Contract E P . During Engineer, Compaction of machinery and equipment shall move or be stationed in requirement Construction Contractor. PIU,NHAI. Vegetation | the designated area (RoW COI, as applicable) only. During construction, at any point of time, if a rare/ C.1.32 Damage threatened/endangered flora species is found, it shall I or Loss of be conserved in a suitable manner. The Engineer, on Throughout Project During Chance-found specific advice from the PIU, NHAI shall approve Area. Construction Contractor, Engineer. PIUNHAI. Important Flora detailed conservation processes, plans and designs as well as associated modification in the project design. Lea Associates 22 : = Environmental Management Plan - Package / C Grand Trunk Road Improvement Project Reference to | S Responsibility Environmental 3Tm rm Mitigation MeasuresContract Locations ie rm Impact/issue Mitigation Measures3 Comntr5 Implernentation Supervision C.1.33 (a) All works are to be carried out in such a fashion that Contract During i Contractor. Engineer, Loss, Damage the damage and disruption to fauna is minimum. requirement i All along the Project Construction. PIU,NHAI. or Disruption to (b) Construction workers shall be instructed to protect roads, sites Fauna. natural resources and fauna, including wild animals and temporarily acquired & aquatic life. Hunting and unauthorised fishing are all borrow areas. prohibited. C. 1.34 During construction, at any point of time, if a rare/ Damage or endangered / threatened fauna species is spotted, the Contract During Contractor, Loss of Chance- contractor shall make all arrangements to intimate the requirement Entire Project Site. Construction. Engineer PU,NHAI. found Important wild life authorities and measures will be taken for its Fauna. conservation during the operation period also. C.1.35 Loss of (a) The Contractor shall provide safe and convenient Access passage for vehicles, pedestrians and livestock to and from side roads and property accesses connecting the project road. Work that affects the use of side roads MoST: 112.7 and existing accesses shall not be undertaken without providing adequate provisions to the prior satisfaction of All along the Project During Contractor Engineer, the Engineer. corridor. Construction PIU,NHAI. (b) The works shall not interfere with or cause inconvenience to public or restrict the access to use and occupation of public or private roads, railways and any other access footpaths to or of properties whether public or private. C.1.36 Traffic (a) Detailed Traffic Control Plans shall be prepared and Delays and submitted 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 under traffic and details of traffic arrangement after All along the Project During Contractor Engineer. cessation of work each day. Corridor. Construction (b) Temporary diversion (including scheme of MoST: 112.5 temporary land acquisition) will be constructed with the approval of the Engineer. While approving temporary diversion construction, the, Engineer will seek endorsement from the PIU, NHAI. _ _ ____ - -- Lea Associates 23 WQKJL7 Environmental Management Plan - Package I C Grand Trunk Road Improvement Froject Reference to | Responsibility Environmental Mitigation Measures Contract Locations Time FrameiTme- impact/Issue Documents4 Implementation Supervision (c) Special consideration shall be given in the MoST: 112.2 preparation of the traffic control plan to the safety of pedestrians and workers at night. MoST: 112.5 (d) The Contractor shall ensure that the running surface is always maintained in running condition, particularly I during the monsoon so that no disruption to the traffic flow occurs. (e) The temporary traffic detours shall be kept free of | dust by frequent application of water, if necessary. . , C.1.37 Traffic (a) The Contractor shall take all necessary measures Control and for the safety of traffic during construction and provide, Safety I erect and maintain such barricades, including signs, markings, flags, lights and flagmen as may be required MoS 112.4 by the Engineer for the information and protection of Mo 1. traffic approaching or passing through the section of the . . During highway under improvement. Construction (b) All signs, barricades, pavement markings shall be MoST: 112.1 as per the MoST specification. Before taking up construction on any section of the highway, a traffic control plan shall be devised to the satisfaction of the _ Engineer. __ _ _ _ _ C.1.38 Risk The Contractor is required to comply with all the from Operations precautions as required for the safety of the workmen as per the International Labour Organisation (ILO) Convention No. 62 as far as those are applicable to this contract. The contractor shall supply all necessary Contact During safety appliances such as safety goggles, helmets, EntireProjectsite. Contractor Engineer. masks, etc., to the workers and staff. The contractor requirement Construction has to comply with all regulation regarding safe scaffolding, ladders, working plafforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. C.1.39 Risk Adequate precautions will be taken to prevent danger t from Electrical from electrical equipment. No material or any of the MoST: 106 Entire Project site. Construction Contractor Engineer. Equipment ! sites will be so stacked or placed as to cause danger or __ _ Lea Associates 24 K L Environmental Management Plan - Package f C Grand Trunk Road Irnprovement Project Environmental . 3 Reference to Responsibility impacrlssue Mitigation Measures Contract Location5 Time Frame6 ie a Impact/Issues4 EaImplerentation Supervision inconvenience to any person or the public All necessary fencing and lights will be provided to protect the public. All machines to be used in the construction will conform to the relevant Indian Standards (IS) codes, will be free from patent defect, will be kept in i good working order, will be regularly inspected and I properly maintained as per IS provisions and to the i satisfaction of the Engineer. 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 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 clothing and will be seated at sufficiently safe intervals. (b) The use of any herbicide or other toxic chemical shall be strictly in accordance with the manufacturer's During Engineer, instructions. The Engineer shall be given at least 6 Entire Project site. Drng Contractor PIU,NHAI. working days notice of the proposed use of any MoST: 1 11.6 Cntuto herbicide or toxic chemical. A register of all herbicides and other toxic chemicals delivered to the site shall be kept and maintained up to date by the Contractor. The register shall include the trade name, physical properties and characteristics, chemical ingredients, health and safety hazard information, safe handling and I storage. procedures, and emergency and first aid procedures for the product. C.1.41 Risk of No man below the age of 18 years and no woman shalli Lead Pollution be employed on the work of painting with products containing lead in any form. No paint containing lead or ! I lead products will be used except in the form of paste or |Etr Pr ct t During Cotrct Engineer, readymade paint. Face masks will be supplied for use MoST: 111.1 ntIre roje Site Construction ontracor PIU,NHAI. by the workers when paint is applied in the form of spray or a surface having lead paint dry rubbed and scrapped. Lea Associates 25 Environmental Maniagemenit Platn - Package I C _ _ _ __ _ _Grand Trunk Road tmprovement Project Environmental S3Reference to 6Responsibility Impact/irmenl Mitigation Measures3 Contract Location5 I Time Frame6 I mpactllssue gDocuments4 Implementation Supervision All reasonable precaution will be taken to prevent C.1.42 Risk danger of the workers and the public from fire, flood, Contract During Engineer, caused by drowning, etc. All necessary steps will be taken for Entire Project site Contractor Force' Majure prompt first aid treatment of all injuries likely to be requireent Construction PIU,NHAI. sustained during the course of work. C.1.43 Risk (a) Except as may be provided in the contract or l l from Explosives ordered or authorised by the Engineer, the Contractor shall not use explosives. Where the use of explosives is so provided or ordered or authorised, the Contractor shall comply with the requirements of the following Sub- Clauses of this Clause besides the law of the land as applicable: (b) The Contractor shall at all times take every possible precaution and shall comply with appropriate laws and regulations relating to the importation, handling, All blasting and Pre- During Contractor Engineer transportation, storage and use of explosives and shall, splitting Sites. Construction I at all times when engaged in blasting operations, post MoST: 302.4 sufficient warning flagmen, to the full satisfaction of the Engineer. (c) The Contractor shall at all times make full liaison with and inform well in advance and obtain such permission as is required from all Government Authorities, public bodies and private parties whomsoever concerned or affected or likely to be concerned or affected by blasting operations. 1The Contractor shall, at his own expense, conform to all C.1.44 Malarial anti-malarial instructions given to him by the Engineer, Contract Entire Project site. During Contractor. Engineer, risk including filling up any borrow pits which may have requirement Construction PIU,NHAI. A 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 Entire Project site. During Contractor Engineer, Factory Rules of Uttar Pradesh. MoST: 1207.6 Construction PIU,NHAI. (b) Workplaces, remote and far away from regular hospitals will have indoor heath units with one bed for I_ l Lea Associates 26 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Reference to L I Responsibility Envactnmessue Mitigation Measures3 Conts4 Location5 i Time Frame6 Implementation Supervision lrnpact/Issue ~Documents' Implementation Suprviio every 250 workers Suitable transport will be provided to facilitate take injured or ill person(s) to the nearest applicable hospital. At every workplace and construction camp, equipment and nursing staff shall be provided. C.1.46 Potable i (a) In every workplace at suitable and easily accessible Water places a sufficient supply of cold potable water (as per IS) will be provided and maintained. If the drinking water is obtained from an intermittent public water supply then, storage tanks will be provided. (b) All water supply storage shall be at a distance of not less than 1 5m from any latrine, drain or other source of pollution. Where water has to be drawn from an existing Engineer, well, which is within such proximity of any latrine, drain Contract Entire Project site. Construction Contractor PIU,NHAi. or any other source of pollution, the well shall be chlorinated before water is drawn from it for drinking. (c) All such wells shall be entirely covered and provided with a trap door, which shall be dust proof and waterproof. A reliable pump shall be fitted to each covered well. The trap door shall be kept locked and opened only for cleaning or inspection, which shall be done at least once a month. C.1.47 Hygiene (a) The Contractor during the progress of work will Contract provide, erect and maintain necessary (temporary) requirement living accommodation and ancillary facilities for labour to standards and scales approved by the resident Engineer. (b) There shall be provided within the precincts of every workplace, latrines and urinals in an accessible place, All Construction During Engineer, and the accommodation, separately for each for these, Labourers' Camps Construction Contractor PIU,NHAI. as per standards set by the Building and other Construction Workers (regulation of Employment and Conditions of Service) Act, 1996. Except in workplaces provided with water-flushed latrines connected with a water borne sewage system, all latrines shall be provided with dry-earth system (receptacles) which | ____________________________ - Lea Associates 27. Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Reference to - Responsibility Environmental J Mitigation Measures3 Contract Locations Time Frame - . . Documents4 Implementation Supervision shall be cleaned at least four times daily and at least twice during working hours and kept in a strict sanitary condition. Receptacles shall be tarred inside and outside at least once a year. If women are employed, separate latrines and urinals, screened from those for men (and marked in the vernacular) shall provided. There shall be adequate supply of water, close to latrines and urinals. (c) All temporary accommodation must be constructed and maintained in such a fashion that uncontaminated water is available for drinking, cooking and washing. The sewage system for the camp must be designed, built and operated so that no health hazard occurs and no pollution to the air, ground or adjacent watercourses takes place. Compliance with the relevant legislation must be strictly adhered to. Garbage bins must be provided in the camp and regularly emptied and the garbage disposed off in a hygienic manner. Construction camps are to be sited at least 200m away from the nearest habitation and adequate health care is to be provided for the work force. (d) Unless otherwise arranged for by the local sanitary authority, arrangement for disposal of excreta by incineration at the workplace shall be made by means of a suitable 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, excreta or other disposal pits or trenches filled in and effectively sealed off and the outline site left clean and tidy, at the Contractor's expense, to the entire 28 Lea Associates Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Environmental Mitigation ~~~~~~~~~Reference to Responsibility Environmental Mitigation Measures3 Contract Location Time FrameR' Imnpactllssue S4 Implementation Supervision satisfaction of the Engineer. Dolet C.1.48 (a) All necessary and adequate care shall be taken to During Contractor Engineer, Protection/Mitig minimize impact on cultural properties (which includes Construction PIU,NHAI. ation of cultural sites and remains, places of worship including Religious temples, mosques, churches and shrines, etc., Structures and graveyards, monuments and any other important MoST: 301.5 Shrines structures as identified during design and all properties/sites/remains notified under the Ancient Sites Design Entire Project site. 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. Access to such properties from the road shall be maintained clear and clean. C. 1.49 Chance (a) All fossils, coins, articles of value of antiquity and Contract found structures and other remains or things of geological or requirement Archaeological archaeological interest discovered on the site shall be property the property of the Govemment, and shall be dealt with as per provisions of the relevant legislation. (b) The contractor shall take reasonable precaution to prevent his workmen or any other persons from removing and damaging any such article or thing and I . . . During Engineer, shall, immediately upon discovery thereof and before Entre Project site. Construction Contractor PIU,NHAi. removal acquaint the Engineer of such discovery and carry out the Engineer's instructions for dealing with the same, awaiting which all work shall be stopped loom all directions from the site of discovery. I(c) The Engineer shall seek direction from the Archaeological Society of India (ASI) before instructing the Contractor to recommence work on the site. ____ _ _ __ ____-F - _.________________________ .- .________ .- - __ _ Road landscape plantation, re-vegetation of road Design Entire Project Corridor, CR 1i 50 embankments and other slopes, edge treatment of requirement as per the landscape Roadside water bodies shall be taken up as per either detailed or plan prepared. During Contractor Engineer, Landscape typical landscape designs, plans prepared for the Intersections where Construction PIU,NHAI. project (Drawings in Appendix 10 detail the landscape landscaping is to be plans). Landscapes at the intersections according to the done are given in . 29 ...... Lea Assocates Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Environmental M Reference to Responsibility Impact/ls Mitig Measures Contract Location I Time Frame6 Impactissue rDocuments4 Implementation i Supervision type are given in drawing Nos 3 to 5 t Appendix 9. Provision, replacement, restoration of bus shelters Design inclusive of bus bays complete with seating requirement arrangement, infrastructure, etc., if any, as per designs shall be taken up. Entire Project Corridor, C. 1.51 Provision of truck lay byes as per the drawings provided as envisaged in the Roadside in design. DPR. Typical designs During Contractor Engineer, Amenities The design layout drawings and specifications of the of roadside amenities 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 Drawing No. T - 33. Details of the bus stop structure are provided in Drawing No. T - 34. C. 1.52 Noise a) Provision of barriers along the edge of the RoW at Design mitigation the locations indicated in Appendix 11 as per the design requirement details indicated in drawings for the respective locations to mitigate the rise in noise levels. Along the edge of the b) Provision of barriers around the locations given in RoW and at the During Contractor Engineer, Appendix 11 to decrease the noise levels as per the locations indicated in Construction PIU,NHAI. design details indicated in Drawings NM-1C-1 to NM- Appendix 11. 1C-12. Noise barrier shall be constructed as per the Drawing No. T - 10 or Drawing No. T - 11, which ever is suitable. C.1.53 Road (a) Road furniture including footpaths, railings, storm Furniture water drains, crash barrier, traffic signs, speed zone Design signs, pavement markers and any other such items will requirement At locations as per the be provided as per design given in the Bid Documents. Ataled asign. (b) Intersections, rotaries, traffic islands, roadside Design Loctiioneo busign. sg Engineer, protection and other structures or furniture shall be requirement Locationof bus stops Construction PlU,NHAi. constructed, complete with the landscape elements as ir en ancemends is per landscape design given in Appendix 12. (c) Enhancement of bus stops as per the typical design drawings Drawing No. T - 33 and Drawing No. T - 34. Lea Associates 30 Environmental Management Plan - Package I C Grand Trunk Road Irnprovement Project Reference to t Responsibility Environmental Mitigation Measures3 Contract Locations Time Frame6 Impact/Issue Documents4 Implementation Supervision C. 1 54 (a) Enhancement of all cultural properties inclusive of Design At the locations Cultural all such properties relocated prior to commencement of requirement mentioned in Appendix During I Contractor Engineer, Properties construction shall be completed as per design. 13 for typical Construction PIU,NHAI. I (b) Signage giving information about the important Design enhancements and cultural properties shall be erected as per design. requirement Appendix 14 for (c) Specific enhancement measures proposed for the specific enhancements. various cultural properties and the specifications are provided in Drawings IC/322.2/1 to IC/389.8/9. The contractor shall work out the enhancement of the remaining cultural properties as per typical designs worked out in detailed Drawing No. T - 15, Drawing No. T - 18 to Drawing No. T - 21, Drawing No. T - 27 and/or Drawing No. T - 28 as decided by the Engineer. (d) Details within the specific enhancement sites like washing ghat (Drawing No. T - 25), Canopy (Drawing No. T - 31) shall follow the typical designs provided. 0-1.0: Operation Stage 0.1.1 Contamination ofCSonminatnd I (a) Contingency plans to be in place for cleaning up of Framework at of Soil and spills of oil, fuel and toxic chemicals. State and Sector Flying Squad of the Resources from (b) Spill of oil, fuel and automobile servicing units requirement Entire Project corridor. Level is Motor Vehicles Inspector. Spills due to without adequate disposal systems in place to be expected to be Department. traffic & discouraged. developed. Accidents Entire Project corridor, (a) The drains will be periodically cleared to maintain especially in the Urban 01.2 storm water flow. Stretches. Maintenance of Recharge pits shall be Beginning and PUNA,Mncpl PNHI Storm Water I (b) The urban authorities and local government bodies Project provided at every km end of each PIU,NHAI, Municipal PlU,NHAI Drainage will be urged to maintain storm water drainage system requirement in t u areas monsoon. Authorities. System in working condition. Recharge pits for urban drains throughwhich shall be provided as per the design Drawing No. T - 24. proposed alignment passes. -_________________________________ Lea Associates 31 == Environmental Management Plan - Package / C Grand Trunk Road Improvement Project Environmental Mitigation Measures3 Contract Locations Time Frame6 Responsibility Documents4 Implementation Supervision !(a) Roadside tree plantations will be maintained. Through 01.3eDusti i (b) New afforestation projects adjacent to the project Project E Project crrio operation DoE, PIU,NHAI. PIU,NHAI. Generation requirement & surrounding areas. prid road and in the surrounding will be encouraged. penod. 01.4 (a) Ambient Air concentrations of the various pollutants Atmospheric shall be monitored as envisaged in the pollution Pollution monitoring plan. Through (b) Pollution under control (PUC) programmes to be Entire Project corridor Operation stage. Pollution monitoring enforced adequately. and Surrounding areas agertin (c) Atmospheric pollution will be monitored and Project Refer to the Air Starting UPSPCB, management plans to be developed if pollution crosses requirement Pollution Monitoring afer Completion Motor VehiclesPIU,NHAI (d) Roadside tree plantations will be maintained. Programme. of Construction. Department, STA, DoF, (e) New afforestation projects adjacent to the project UPSPCB, PlU,NHAI. road and in the surrounding will be encouraged. (f) Public awareness programmes to be undertaken. 0.1.5 Noise (a) Noise pollution will be monitored. Pollution (b) Based on the results of monitoring noise pollution in Starting the operation stage, sound barriers and other measures . Refer to the Noise Immediately Motor Vehicles shall be constructed as per details in section 1.7.2 of Project Pollution Monitodng of Construction, Department, STA, DoF, NHAI the Noise Quality Assessment report. Programme. Through UPSPCB, PIU, NHAI. (c) Noise control programmes to be enforced strictly. Operation stage. (d) Public awareness campaigns to be undertaken. 0.1.6 Traffic (a) Depending on the level of congestion and traffic and Accident hazards, traffic management plans will be prepared. Safety (b) Traffic control measures including speed limits to be enforced strictly. All along the Project Through PIU,NHAI, Local (c) Road control width to be enforced. Local Project Ad and Opratio Govemment Bodies, PIU,NHAI, government bodies and development authorities will be requirement surounding areas. Stage. Development PIU,NHAI. i encouraged to control building development along the Authorities. highway. (d) Further encroachment and squatting on the public RoW will be discouraged. Compliance with the Hazardous Wastes (Management Hazardous All along the Project Framework PIU,NHAI, Motor PIU, NHAI, Lea Associates 32 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Reference to Responsibility Environmental3 Mitigation Measures Contract Location5 Time Frame6 - Impact/Issue, Douets4 |Implementation Supervision 0.1.7 and Handling) Rules, 1989 including: wastes corridor and Expected to be Vehicles Department. uMotopVehicles Accidents For delivery of hazardous substances, permit license, (Management surrounding areas During Early Department. involving 0.1.8 driving license and guidance license will be required. and Handling) Operation Hazardous Public security, transportation and fire fighting Rules, 1989. Stage. Materials I departments will designate a special route for vehicles delivering hazardous material. These vehicles will only be harboured at designated parking lots. In case of spill of hazardous materials, the relevant departments will be intimated at once to deal with it with the spill contingency plan. Lea Associates 33 Ent4ronmental Management Plan - Package I C Grand Trink Road lmprovemen Praect 1.6 REPORTING ARRiANGEMENTS The Monitoring and Evaluation of the management measures envisaged are critical activites in implementation of the Project. Monitoring involves periodic checking to asceitain whether activities are going according to the plans. It provides the necessary feedback for project management to keep the program on schedule. The rationale for a reporting system is based on accountability to ensure that the measures proposed as part of the Environmental Management Plan get implemented in the project. The reporting system will operate linearly wih the contractor who is at the lowest rung of the implementation system reporing to the Supervision Consultant, who in turn shall report to the PIU. All reporting by the contractor and Supervision Consultant shall be on a quarterly basis. The PIU shall be responsible for preparing targets for each of the identified EMAP activities. All subsequent reporting by the contractor shall be monitored as per these targets set by the PIU before the contractors move on to the site. The reporting by the Contractor wil be a monthly report like report of progress on construction and will form the basis for monitoring by the PIU, either by its own Manager (Environment) or the Environmental Specialist hired by the Supervision Consultant. Desired Monitoring and Reporting Process and Resposibilities Cortrator Supervision Consultant (SC) P Irnpbtrn NHAI (Centre) World Bank Sta ofFof Uni .PU _WB |Condtrt Romi llam lmpiernp r leOvse/ Rp to ction No. ad ReporgSupwsoRepotion Surring 0t PtU Fied NW O Report to Desied to SC ~~~~~Corrpliane WB Supervision to SC M (Center) arget Sheet for EW PCI sporting ne lOrime One__ time _ One time Repoe for EMP FC2 targels M_____ ____ onthly lony _F_ _ YeaFX Qrerly Ialf Yearly eporting for Tree PcS 3 ransplsntalion _______ _on_h_ Mor_thly Quarterly Quartery Cultural Properity z PC4 Relocation ___ _ Utily l isetely Quartely OQly_er _ _I 2 Reloation of us a C05 90ps montfyly M Mot Quarlerty Q iaderly Quarts Relocation of Utility - and Community a PC6 ResoLras lMonthty Monthly urery uatery Quaterty rarge Sheet for EMP C1 A _ _ons One Time One inme _ One time __ Target sheet for Enhancmwetflio C2 n Actions One Time One time One time Targot Sheet for C3 Roadside Landscp One Tlrnie time One time Target Sheet for C4 Pollution Monitoring Ono lme lime UmoOn neone tim_e Reporting for ENP X CGS Aoris Target. One Time Fortightly nthly Quarterty Half Yearly rterly If Yearly oa Tomporary Acquisition a C6 of Land Moly nthly IV nthly uarterly Quarerly ; 3Borow Aroa la C7 Identiicatlion One ime rire Timoe Time One rime lime _Time Stlockyard O C8 Idenfication OnTime Ono ime Time Time TimOne T _u C9 ny kdni ati One Time Time One Time On me Dnoir,me _ Seting up Workers CI Camp One Time line Time One Time One Time Tne Trrn Quao-ly As Per Polkjtiori hly as pe as pet 1 t utlon Anhbonng M tkorlng Plan Daily cedl Seasonaily schedule Hiene Reporting at urpuse C1 Zloo n Camp edy Dity lnthly dk Quarterly ater Required for __ C13 C tion Weekty Weekdy btothy lY raerly HafYearly Ouarlaily; Len ASSOCiat 34 EnWronmentel Mnnagement Plan - Package I C Grand Trnk Road Imp emment Prject Contractor Supervision Consultnt (SC) Pn Implemeon NFW (Centre) World Bank _________ ________ _________ Unit (PIFM_ _ _ __ _ _ _ _ _ _ Constu For ath Ipem lepmentation O5wl'sa Report o - to Di cfion _ and Reporting Supevim Reporting to PIl NHN Ovel _ Supervlion to SC Copi- (Cente) Dud Suppresion at C14 Sock Yard Da_ _ Dihly .y rtonthl Marl HaHt Yearly Quanerly Hl Yearly Dust Suppresion at C15 Bomw Areas Daily Dily _ M_ _hly MVnhly aty Hif Yearl Quarty i Yearly Dust Suppresion at C16 QuarrCruser Sites Daly Dly Mornhly Morthly Qua Irbl Haf Yeary Quarr Ha Yeay Rosd Safel for Partial C osuf Two Lane Cl? Trriageway One Timne Daily Monthly 6uarerly Quarterly HaH Yearly y Haf Yearly Road Safty at Detour ci Temporary C19 Dirhion One Daly Monty Quarderly Quarty bYearly Quarterly Hf Yearly ummary l nlpb rk anceme C19 tds Mo_____ hly FortniglSity _____ Quarbty ____y Yearly eurley Hl Yearly of Cultural C20 P esr_i_thly orltnrightly rdh y quaerly raerly Yeary Quartedy Yearly nhancoenl&nbV*tio C21 of Water Boiens _u__orly tnighijy Uet Cury Yearly Ou- Hay Yearly Enhtancmnt dRoad C22 Jno_t_t_ Vlor Oua y Qu__arley_Yearl u Yearlyt ni--V -- C23 of du dsops Monthly orbghty Quad" _ _erly Ye_r Yeery *ng for Road C24 Sds Plartaion ly Orlnl tlynrr"ly Mo Qwla_rty Ouary Yearly Quaray Yearly urvival Reporit of RotSide C25 nnEi _ _M_ Quart"__ Q_Y arbd Yearly __Hfa urivl Reporwt for C26 ranepated Trees _M_t_ __ n__ Quad ervy uabnty _u_ * Yearly Cuarty a Yearly Redavelopment of C27 o rw es ly hiy Qierlf Ouarty Quart HYy fYearl a Yyrly of C28 Oua _olly ay Quetedy Ol_ly Ouwtsty HalYf Q y iY C29 Corbn Sites Mothly Monthly Qaderty Quajerl, Quarb ary Yearly * of C30 Consb Debris Weeldy Daily Morthly uarty Ouarl eary uartey Yearly rget Shet" for a 01 Polluin Monioring Om Time One tim One Time __Oe___ a Sw*iv Repw ofd o 02 Transone Tram . QuerlsY _ Yearly Quarterly Hoff Yearly C Survwlv Reporting br s 03 Road Side Landscape __r_i__r _ _ QOLrtly HaHYeaty 0 As Per Polution 04 di.Monitoring Mon*trng Plan Quarterlly ea early arty Note: Supervsion Consultant would use the sare format of the contrador to SC for Reporting The formats for the reporting of the various environmental issues through the various stages of the project implementation are appended at the end of the Management Plan as Appendix 15. 1.7 INSTITUTIONAL ARRANGEMENTS 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 resettement and rehabflitation of all those affected by the project and is committed to ensure the income restoration of the project- affected and project-displaced families. Le3as5o 35' Environmental Management Plan - Package I C Grand Trunk Road Improvement Project The NHAI already has certain organizational and institutional capacity to be able to satisfactorily complete the implementation of the EMAP and RAP. The capacity was mainly created due to the requirements of implementing the Third National Highway project (TNHP). TNHP precedes the GTRIP, and the preparation and implementation of the RAP in GTRIP will benefit from that of the TNHP. The responsibilities of 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 Assessment prepared for the project. 1.8 TRAINING The Environmental Unit at the NHAI headquarters and the PlUs, who would be responsible for the implementation of the EMP, need to be trained on the effective implementation of the environmental issues. To ensure the success of the implementation set up proposed, there is a high requirement of training and skill upgradation. 1.8.1 TRAINING ALREADY PROPOSED UNDER TNHP As part of the TNHP, a training programme has been worked out incorporates the project needs as well as the intermediate-term capacity building needs of the NHAI. The programme consists 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 requirements of each of the target groups, several training modules had been suggested as part of the TNHP. 3 Module I: Environmental Overview - Module II: Environmental Regulations and Acts * Module Ill: Pollution * Module IV: Environmental Impact Assessment - Module V: Environmental management Plan * Module VI: Highway Projects and Environmental Issues * Module VII: Environmental Issues in the Project * Module VIII: The Environmental Management Plan for Highway Projects * Module IX: Environmentally Sound Construction Management * Module X: Planning for Environmentally Sustainable Operation of Highways * Module Xl: Long Term Environmental Issues in Highway Management 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 Subject(s) Method Time Frame 3 working days: at All NHAI staff, Environmental Overview: Environmental 3 months bo Supervision Consultants' Regulations, Highway related provisions of Lectures the beginning of the Environmental various Acts, EIA notification, process and implementation of the Specialists methodology for EIA, EMPs and their use GTRIP Lea Assoemates 36 2 Environmental Management Plan - Package / C Grand Trunk-Road Improvement Project S. No. Target group Subject(s) Method Time Frame All Managers (Env.) a Implementation of EMPs: NHAI (HQ & PIU), Basic features of an EMP, Planning, designing 3 working days; 2 Supervision Consultants' and execution of environmental mftigation and Workshops and o,ne month before the Environmental enhancement measures, monitoring and Seminars construction begins Specialists ~ evaluation of environmental conditions- during Specialists construction and operation Environmentally Sound Construction Practices: All Managers (Env.) @ Clean Highway construction technology, NHAI(HQ & PU), Alternative materials and techniques for 1 week; Supervision Consultants' highways, Waste management and Seminars, 3 uenvisionmeont utal s minimization in construction, Pollution control Lectures and Just before the Environmentaldevices and methods for construction sites and Shte visits beginning of Specialists Contractors' equipment, Environmental clauses in contract construtio documents and their implications, Environmental monitoring during construction, Borrow area & Construction camp management Monitoring Environmental Performance All Managers (Env.) t during Construction: NHAI (HQ & PIU), Air, Water and Noise Monitoring requirements Lectures, 2 days 4 Supervision Consultants' and techniques, Evaluation & Review of results, Workshops and During initial phases Environmental Performance indicators and their applicability, Site visits of construction Specialists corrective actions possible, reporting requirements and mechanisms Long-termn Environmental Issues In Highway Management Designing and implementing environmental surveys for ambient air, noise, biological and 3 days All Managers (Env.) @ water quality surveys, data storage, retrieval Workshops and During NHAI (HO & PIU) and analysis, contract documents and Seminars implementation of environmental clauses, Risk assessment and GTRIP management, contingency planning and management, Highways as assets- management and value addition Short term formal training abroad: Environmental Impact Assessment- New 2 positions from all Methods and implications for highway projects, Seminars, Duration of the 6 Managers (Env.) @ modeling pollutant behaviour, cases may Workshops, site course (max. 3 NHAI (HO & PIU) include implementation of EMPs and RAPs on visits months) similar projects-financed by the WB or other institutions. 1 position from all Full length formal training abroad: Formal Classes, Entire duration of the Manages (En.) 19 Environmental Assessment. Highway planni'ng seia,ste Eirdutonfth NHAI (HQ & PIU) and environment, infrastructure development s s course (1-2 years) __________________________and environmental imptications,vitscue(12ya) 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 Support Required The various items that need to be procured for the Environmental Unit are listed below: * The environment cell at the PIU will require a vehicle to inspect works on site. * Own equipments for pollution monitoring viz. noise meter, hand-held gas sensors, high volume samplers, water sampling kit etc. * The environmental cell at each PIU to be connected to the Documentation Unit at CNHAI by NHAI- wide LAN (WAN). * Adequate computing facilities to allow the documentation unit to be self-sufficient including the latest version of GIS software such as ARC Info, Mapinfo and Idrisi etc * All officials at the CNHAI to be provided their own PC, a common printer and an access to the Internet. In addition they should have access to one licensed copy of the latest version of the software useful for environmental wing. These could include Caline {for air pollution modelling from traffic pollution), Sound 32 (for traffic noise) and a fugacity-based model (for predicting the behaviour of volatilelhazardous material that might spill on the road). * A well-stocked library with books and manuals related to environmental impacts of infrastructure in general and roads in particular, would be an advantage. Lea Associates 37 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project 1.9 ENVIRONMENTAL MONITORING PLAN The purpose of the monitoring programme is to ensure that the envisaged purpose of the project are achieved and result in desired benefits to the target population. To ensure the effective implementation of the EMP, it is essential that an effective monitoring programme be designed and carried out. The broad objectives are * To evaluate the performance of mitigation measures proposed in the EMP * To evaluate the adequacy of Environmental Impact Assessment * To suggest improvements in management plan, if required * To enhance environmental quality * To satisfy the legal and community obligations. 1.9.1 PERFORMANCE INDICATORS (PIS) The physical, biological and social components identified as of particular significance in affecting the environment at critical locations have been suggested as Performance Indicators (Pls), and are listed below. * Air quality w.r.t SPM, RSPM and CO * Water quality w.r.t DO,BOD and Coliform count. * Noise levels around sensitive locations. * Replantation success / survival rate * Erosion indices * Restoration of borrow pits * Sedimentation rate in the downstream where bridges, culverts, etc are built * Vital statistics on health * Accident frequency Following sub-sections describe each of these Pis in detail. 1.9.2 AMBIENT AIR QUALITY (AAQ) MONITORING Ambient air quality parameters recommended for road transportation developments are Respirable Particulate Matter (RPM), Suspended Particulate Matter (SPM), Carbon Monoxide (CO), Oxides of Nitrogen (NOx), Hydro-Carbons (HC), Sulphur Dioxide (SO2) and Lead (Pb). These are to be monitored at designated locations starting from the commencement of construction activity. Data should be generated over three days at all identified locations in accordance to the National Ambient Air Quality Standards. (Table 5) The location, duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed out in the Environmental Monitoring Plan (Table 8) Table 5 National Ambient Air Quality Standards Pollutants Time Sensitive Industrial Residential Method of measurement Weighted Area Area Rural &other Sulphur Dioxide (SO2) Annual* 15 ug/rm 80 jig/rm 60 uIg/mr Improved West and Gaeke method 24 hours-* 30 ua/m3 120 ug!m3 90 uolrn3 Ultraviolet fluorescence Oxides of Nitroqen (No.) Annual& 15 Ualm3 80 ua/m3 65 ua/m3 Jacob and Hochheiser 24 hours-* 30 ua/m3 120 ua/M3 91 ua/m3 Gas phase Chemiluminescence Carbon Monoxide (CO) 8 hours 1000 5000 ualm3 2000 ualm3 Non dispersive infrared 1 hour 2000 1000 ua/m3 4000 ualmr3 spectrascoppy Lead (Pb) Annual* 0.50 jg/M3 1.0 jgIM3 0.75 uqg/m3 AAS Method 24 hours after 24 hourM3* 0.75 1.5 1.00gjig/rn3 sampling using EPM 20000 or 24 hours** 0.75 , 1.5ug/m 1.00 jggmr equivalent filter paper Respirable Particulate Annual' 50 u/rM3 120 ualm3 60 ual/3 (RPM)- Size less then 10 24 hours-* 75 pg/m3 150 jigIM3 100 jgIMr3 Lea Associates 3=7 38 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Pollutants Time Sensitive Industrial Residential Method of measurement Weighted Area Area Rural &other Suspended Particulate Annual* 70 ualm3 360 uaW 140 ua/m3 Average flow rate not less than Matter (SPM) 24 hours- 100 oUfM3 500 ua/m3 200 u/lM3 1.1 cu.m / minute Source Anon 1996-97, NationalAmbient Air Quality Monitoring Series NAQMS/a/1996-97, Central Pollution Control Board, Delhi. *Average ArithmeLic mean of minimum 104 measurement in a year taken for a week 24 hourly at uniform interval. *24 hourly/8 hourly values should meet 98 percent of the time in a year 1.9.3 WATER QUALITY MONITORING The physical and chemical parameters 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 Indian Standard Drinking Water Specification-IS 10500:1991 Permissible SI. Substance or Requirement Undesirable Effect Limit in the Methods of No. Substanteorisc (Desirable Outside the Desirable Absence of Test (Ref. To Remarks No. Characteristic Limit) Limit Alternate IS) Source Essential Characteristics 1 Colour, Hazen 6 Above 5, consumer 25 3025 (Part 4) Extended to 25 only if toxic units, Max acceptance decreases 1983 substances are not suspected, in absence of alternate sources 2 Odour Unobjectionabl 3025 (Parts a) Test cold and when heated e 5):1984 b) Test at several dilutions 3 Taste Agreeable 3025 (Part 7 Test to be conducted only and 8) after safety has been 1984 established 4 Turbidity NTU, 5 Above 5, consumer 10 3025 (Part 10) - Max. acceptance decreases 1984 5 Ph Value 6.5 to 8-5 Beyond this range, the water No relaxation 3025 (Part 11) - will affect the mucous 1984 membrane and/or water supply system 6 Total hardness 300 Encrustation in water supply 600 3025 (Part 21) - (as CaCO3) structure and adverse 1983 MG/i, Max effects on domestic use 7 Iron (as Fe) 0.3 Beyond this limit 1 32 of 3025: - mg/i, Max taste/appearance are 1964 affected, has adverse effect on domestic uses and water supply structures, and promotes iron bacteria 8 Chlorides (as Cl) 250 Beyond this limit, taste, 1000 3025 (Part mg/I, Max corrosion and palatibility are 32) affected 1988 9 Residual, free 0.2 - 3025 (Part 26) To be applicable only when chlorine, mg/i, 1986 water is chlorinated. Tested Min at consumer end. When protection against viral infection is required, it should be Min 0.5 mg/i Desirable Characteristics 1 Dissolved solids 500 Beyond this palatability 2000 3025 (Part 16) mg/1, Max decreases and may cause 1984 ___________________ I _________________ [gastro intestinal irritation 1_ Lea Associates 39 Environmental Management Plan - Package I C Grand irunk Road Improvement Project Permissible Si. Substance or Requirement Undesirable Effect Limit in the Methods of No. Charanteoristc (Desirable Outside the Desirable Absence of Test (Ref. To Remarks No. Characteristic Limit) Limit Alternate IS) ___________ ~~~~~~~~~Source 2 Calcium (as Ca) 75 Encrustation in water supply 200 3025 (Part 40) - mg/i, Max structure and adverse 1991 effects on domestic use 3 Magnesium (as 30 Encrustation towatersupply 100 16, 33, 34 of Mg), mg/i. Max structure and adverse IS 3025: 1964 effects on domestic use 4 Copper (as Cu) 0.05 Astringent taste, 1.5 36 of 3025: mg/i, Max discoloration and corrosion 1964 of pipes, fitting and utensils will be caused beyond this 5 Manganese (as 0.1 Beyond this limit 0.3 35 of 3025: Mn) mg/I, Max taste/appearance are 1964 affected, has adverse effects on domestic uses and water supply structures 6 Sulphate (as 200 200 Beyond this causes gastro 400 3025 (Part 24) May be extended up to 400 SO4) mg/i, Max intestinal irritation when 1986 provided (as Mg) does not magnesium or sodium are exceed 30 present 7 Nitrate (as NO2) 45 Beyond this 100 3025 (Part 34) - mg/i, Max methaemoglobinemia takes 1988 place 8 Fluoride (as F) 1 Fluoride may be kept as low 1.5 23 of io25: mg/i, Max as possible. High fluoride 1964 may cause fluorosis 9 Phenolic 0.001 Beyond this, it may cause 0.002 54 of 3025: compounds (As objectionable taste and 1964 C6HsOH) mg/l, odour Max 10 Mercury (as Hg) 0.001 Beyond this, the water No relaxabon (see Note) To be tested when pollution is mg/l , Max becomes toxic Mercury ion suspected _____=____.=___________ analyser 11 Cadmium (as 0.01 Beyond this, the water No relaxation (See note) To be tested when pollution is Cd). mg/i, Max becomes toxic suspected 12 Selenium (as 0.01 Beyond this, the water No relaxation 28 of 3025: To be tested when pollution is Se), mg/i, Max becomes toxic 1964 suspected 13 Arsenic (As As) 0.05 Beyond this, the water No relaxation 3025 (Part 37) To be tested when pollution is mg/l. max becomes toxic 1988 suspected 14 Cyanide (As 0.05 Beyond this limit, the water No relaxation 3025 (Part 27) To be tested when pollution is CN), mg/1I, Max becomes toxic 1986 suspected 15 Lead (as Pb), 0.05 Beyond this limit, the water No relaxation (see note) To be tested when pollution is mg/l, Max becomes toxic suspected 16 Zinc (As Zn). 5 Beyond this limit it can 15 39 of 3025: To be tested when pollution is Mg/i, Max cause astringent taste and 1964) suspected an opalescence in water 17 Anionic 0.2 Beyond this limit it can 1 Methylene- To be tested when pollution is detergents (As cause a light froth in water blue extraction suspected MBAS) mg/i, method Max 18 Chromium (As 0.05 May be carcinogenic above No relaxation 38 of 3025: To be tested when pollution is Cr6+) mg/I, Max this limit 1964 suspected 19 Poly nuclear - May be carcinogenic above aromatic this limit hydrocarbons (as PAH) g/1, Max 20 Mineral oil mg/, 0.01 Beyond this limit undesirable 0.03 Gas Max taste and odour after Chromatograp chlorination take place hic method 21 Pesticides mg/i, Absent Toxic 0.001 Max Lea Associates 40 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Permissible SI. Substance or Requirement Undesirable Effect Limit in the Methods of No. Characteristic (Desirable Outside the Desirable Absence of Test (Ref. To Remarks Limit) Limit Alternate IS) Source 22 Radioactive materials: 58 of 3025:01964 23 a) Alpha emitters 0.1 Bq/1, Max 24 Beta emiters 1 pci/i, Max 25 Aluminum (as 200 Beyond this limit taste 600 13 of Al), mg/i, Max becomes unpleasant 3025:1964 26 Aluminum (as 0.03 Cumulative effect is reported 0.2 31 of 3025: Al), mg/i, Max to cause dementia 1964 27 Boron, mg/i, 1 5 29 of 3025: Max 1964 Source: Indian Standard Drinking Water Speciflcation-1S10500:1991 1.9.4 NOISE LEVELS MONITORING The measurements for monitoring noise levels would be carried out at all designated locations in accordance to the Ambient Noise Standards formulated by Central Pollution Control 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" weighted frequency using a a slow time response mode" of the measuring instrument. The location, duration and the noise pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plan (Table 8). Table 7 Noise Level Standards (CPCB) Km. Noise level for Day Noise level for Time Leq dB(A) Night Time dB(A) ndustrial area 75 70 ommercial area 65 55 esidential area 55 T X_45 ilence zone 50 1 40 Day time - 6.00 am - 9.00 pm (15 hours) Night tiroe - 900pm - 600am (9 hours) 1.10 MONITORING PLAN The monitoring plan for the various performance indicators of the project in the construction and operation stages is summarised in the Table 8. Lea Associates 41 Environmental Management Plan - Package I C Grand Trunk Road lmprovement Project -__ -P__ _e_ t Table 8 Environmental Monitoring Plan Envi T ProJect __ _ _ __ _ MONITORING __Institutional respo sibility component | Stage Parameters Special Guidance Standards Location (Chainage) Frequeny ] Duration Implementation Supervision sPM, High volume sampler to be Air (Prevention Cot RSPM, SO,, located 50 m from the plant and Control of contrach the des t pr samples Continuous 24 on ractor PIU NHAI/ SPM, RSPM in the downwind direction. Pollution) wheractoructo is day, once hours/ or for 1 full toug Engin Use method specified by Rules, CPCB, locate the Hot mix every season for working day monitoring Engineer Construction HC CPCB for analysis 1994 plant 3 years agency Air (i) Curve @ km 325/300 3 samples per (ii) km. 337/000 day, once every SPM, ~~~~~~~~~~~~~Air (Prevention (iii) Near Ajitmal alternate years te SPN High Volume Sampler to be and Control of village C km. 358r500 upto 2006, then stage r abon R SPM.50, located at 15 m from the Pollution) (iv) Along Centre line every third year Continuous 24 PIU, NHAI NHAI stage HO CO U edge of pavement Rules, CPCB, of bypass s Ajitmae until 2015 and wours , ~~~~ ~ ~~~~~~~1994 village then every Rth (v) Near Muradganjv year until 2025 at km.366/200 6 locations (vi) km. 380/000 SPM TS, soreadaayespr Waier (Prevetio 364i40 NerAiOalenate eryyearsCnrco Construction TSS,PDO, Htigh Voesample tor b a ndaCdshto (ov)iPola @ km. f55 urp3ye a0t6 3 - then Cont inuouse2 PPU NHAI stage Oil CO Edgenaio offpave ent Rules CPCB B 39of bypasitAoiminuntlE215indeour s age Grease and ExasteationeofrWater and CPCB (iii) Handpump m km. locations agency Pb. 353/450 End of summer Water ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~before the onset Qualite (i) Pond k8km, of monsoon CODpH, Grab sample collected from 364/400 every alternate Operation BOD,COD,T source and analyse. as per Water quality (Ii) Pond h km. . year until 2006, Ostertion DS,TSS, Standard Methods for standards by 390/250 then every third NHAI NHAI stage DO, Pb, Oil Examination of Water and CPCB (iii) Handpump @ km. year until 2015 and Grease. Wastewater 353/450 and then every fifth year upto 2025 at 3 locationsoo Quality pH,~~Noseleel Grabe samplet crollethed from seiRePondgsk.oeveryoalternat Copetraction eq,ODT surcmeand wnaose. aosper Waterqualityseconds Noise levels stage on St anard Metdf standards by At equipment yards Pon s k y an d 20,ten fr 15 t stage 390/250e Cthenevessry third evryhou mnHitrn EngAine and Grease. Wetermater. and3t45n andrathenevery 2025 att3 42 _ _ _ _ __ _ _ _ _ locaion Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Envl Project MONITOFING Institutional responsibili component Stage Parameerst Special Guidance Standards Location (Chainage) Frequency Duration Supervision Noise levels Eusinganlintegae noise Noises Once every four Radings to be Cnrco Nonise levs Equsinvanntegrate noise ievelsanddse b As directed by the months for 3 taken at 15 seconds through approved PIU, NHAI/ onsBca)e level meter kept at a standards by Egneyar t7interval for 15 mnthrough appovd gineAeI scale distance of 15 from edge of CPCB Engineer years minutes every hour monitoring Engineer pavement locations and then averaged. agency Once every (i) School @ km. alternate year Equivalent noise levels 336/000(ii) Near until 2006, then Readings to be Contractor Operation Noise levels using an integrated noise Noise Mosque in Muradganj every third year taken at 15 seconds through an Engineer, PIU, stage on dB (A) level meter kept at a standards by village @ until 2015 and interval for 15 approved stage scale distance of 15 from edge of CPCB km.3651500(iii) In then every 5th minutes every hour monitoring NHAI pavement Auraiya @ year until 2025 at and then averaged. agency km.380/000 3 locations Threshold for each Monitoring Sample of soil collected to contaminant agricultural lands MNo through an Construction of Pb,or,n acidified and analysed database of labuting traffic detours vi occ ns f approved Engineer, PIU, of Pb, Cr, database of locatanditrsffcrdiversions,oNeA stage Cd using absorption USEPA until tod traeidentpifed brry of the 3 years. monitoring spectrophotometry national t eietfe yteaec standards are Engineer Soil promulgated. Threshold for each Monitoring Sample of soil collected to contaminant At accident c spill f teNHAl, through an Operation ofheavy acidified and analysed set by IRIS locations involving pe approved NHAI stage metals, oil usuvivng absorptiong datace vbulk transport carrying occurrence of monitoring re- nmber f sapings lante redantabaseof suchnicident stage madgetals,ei sn absctorphtioner USEPA until hazardous materials suhicdnsagency andegretas p h t _ __ shallbedone._.__.____national standards are poromulcgated. Pre- Monitoring It should be ensured that the Deaild Duinuteteligiorn Construction of felling of only those trees that are teDesaignfrted All along the corridor ofin trees lln Deprtent PIU. NHAI Stage trees marked are felled, proesinfrthoftesDprmn Road side The survival plantation Survival rate The number of trees rate should be Operation of trees suvvn uigeach visit at least 7% At locations of Eeyya o stage Success of should be compared with below which compensatory yearsNHIHA stage ~~re- number of saplings planted replantation plantation vegetation shall be done. ____________________________________________ __ 43 c77 Environmental Management Plan - Package I C Grend Trunk Road Improvement Project 1.11 BILL OF QUANTITIES 1.11.1 SPECIFIC ENHANCEMENT SITES The specific enhancement sites selected from the field survey have been treated with a view to retain their unique character while allowing the road-user to identify the continuum along 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 summarizes the various quantities for package 1 C and can be used in conjunction with the drawings for construction on site. Table 9 Summary Bill of Quantities for Specific enhancement locations S. No. I Description Unit Qty S. No. I Description Unit Qty Chainage 322.300 Chainage 332.200 1 Brick paving sqm 104.78 1 Conc. Paving sqm 190.13 PCC 1:3:6 Cum 7.8585 2 Brick Paving sqm 233.27 2 Concrete paving sqm 43.37 3 Lantana Red Nos. 17 PCC 1:3:6 Cum 3.25275 4 Tamarind Tree Nos. 1 3 Brick ending sqm 902.03 5 Mango Tree Nos. 6 4 Kachnar tree Nos. 7 6 Amaltal tree Nos. 3 5 Marigold shrubs Nos. 12 7 Gaurd Rail (type 2) 6 Planter lIron railing mtr 38.7 Excavation cum 4.93 _ Excavation cum 11.28 P.C.C(1:4:8) cum 1.02 P.C.C cum 3.36 Cement tile sqm 10 8 Retaining wall cum 131.8 Kerb stone mtr 20 9 Brick edging for protection Rm 707.26 Earth fillina cum 4 10 Sitting 7 Railing m 7.14 Excavation added above 8 Sitting (Chabutra) P.C.C added in ra ing Earth work cum 18.32 Brickwork cum 1.26 P.C.C(1:2:4) cum 3.29 Plaster sqm 4.44 P C.C(1:3:6) cum 2.26 _ Stone slab(As/Specific) sqm 1.9 Brick work cum 17.99 11 Washing Ghat Nos. 1 Plaster sqm 31.02 Stone masonary _ cum 7.42 Earth filling cum 2.2 _ R.C.C cum 2.47 Brick bats cum 0. Chainage 351.750 Chainaqe 323.300 1 Brick Paving sqm .245.58 1 Conc. Paving sqm 75.38 Description PCC 1:3:6 cum 18.4185 2 Entrance detail 2 Sitting around 3 Sitting arrangement typeDescription2 Excavation cum 4.66 Excavation cum 117.82 P C.C cum 3.62 P.C.C(1:3:6) cum 11.3 Brick work cum 8.32 P.C.C(1:2:4) cum 26.37 Plaster sqm 53.49 Brick work cum 132.08 Stone slab sqm 0.95 Plaster sqm 171.62 4 Neem tree Nos. 16 Earth filling cum 11 5 Marigold Shrubs Nos. 12 Brick Paving added above 6 Temporary wall trenching mtr 9 4 Brick edging mtr 43.5 7 Brick edging mtr 19 5 Sitting detail added above 8 Railing Type 1 mtr 16.4 6 Marigold shrubs Nos. X 91 Chainage 327.600 7 Mango tree Nos. 7 1 Brick Paving Mq 356.15 Chainaae 375.600 2 Grass sqm 466.28 1 Brick Paving sqm 98.53 3 Brick Paving sam 5.7 2 P,C.C.(1:3:6) sqm 7.389 4 Brick on edge mtr 275.85 3 Concrete Paving sqm 60.11 5 Free Ficus inectonia Nos. 19 4 P.C.C (1:2:4) sqm 4.5 6 Kadamb tree Nos. 1 5 Grass area sqm 103.09 7 lShrubs Nos. 14 6 Brickedging sqm 26.19 8 Signage Nos. 1 7 Low Brick wall (0.6m cum 6.72 8 Amaltas tree Nos. 8 44 7o Environmental Management Plan - Package / C Grand Trunk Road Improvement Project S. No. Description Unit Qty S. No. Description Unit Qty 9 Lantana Red Nos. 25 7 Shrubs' Nos. 23 10 Sitting detail 8 Aaltas tree Nos. - 11 11 Excavation cum 13.11 Chainage 388.900 12 P.C.C (1:2:4) cum 4.96 1 Low brick wall Cum 95.04 13 Brick wall cum 7.53 2 Turfing Sqm 3000 14 Plaster sqm 39.05 3 shurbs Nos 35 15 Well, P.C,C(1:3:6) cum 1.47 4 Angelona Nos 40 Chainage 388.100 Chainage 389.800 1 Conc. Paving type 2 sqm 425 1 Paving for Parking sqm 1876.17 2 Brick Paving sqm 785 2 Conc paving sqm 859.22 3 Slope Protection sqm 3047.67 Excavation cum 77.76 4 Retaininq wall mtr 35 P.C.C cum 9.24 R.C.C cum 2.47 R.C.C cum 39.74 Stone masonary cum 7.42 Brick work cum 6.96 5 Washing Ghat Plaster cum 40.32 R.C.C cum 2.47 Steel Kg 1400 Stone masonary cum 7.42 4 Ficus Infoctoria tree Nos. 3 6 Gaurd Railing Type 1 5 Shrubs Nos. 90 ,Excavation cum 12.02 6 Proposed wall added above P.C.C (1:4:8) cum 4.69 7 Turffing sqm | 300 Iron Railing mtr 79 6 Steps detail added above 1.11.2 TYPICAL ENHANCEMENT ELEMENTS The typical mitigation/enhancement designs were prepared using information collected during the field visit with a view to allow the local communities and the road-users to enjoy the benefit of a better corridor of movement while ensuring their safety. An additional aim was to try and mitigate the potential negative impacts of the development of a wider, high-speed corridor on the host communities. All the designs created are attached with each Environmental Management Plan. Each corridor uses only a portion of all the designs created. The environmental management plan has referred to the particular drawing to be used for each package for environmental m-tigation/enhancement. Other details of locations are available in the relevant appendices. The Table 10 below gives the quantities for the typical designs: Table 10 Bill of Quantities for Typical enhancement elements NS.. Item Unit Quantity So. Item Unit Quantity Drawing T-1, Dog leg for access restriction 1 Brickwork Cu. m. 27.00 1 Excavation Cu. m. 3.67 2 P. C. C. (1:3:6) Cu. m. 4.50 2 P.C.C. (M 20) Cu. M. 0.78 3 P.C. C. (1:2:4) Cu. m. 5 40 3 Brick bats Cu. m. 0.40 4 Plaster Sq. m. 126.00 4 Brick work Cu. m. 4.03 Drawing T-7, Barrier to prevent garbage dumping 5 Cement tiles Sq. m. 2.26 1 Excavation Cu. m. 508.50 6 Plastering Sq. m. 20.48 2 Filling Cu. m. 161.50 7 P.C.C. (M 20) Cu..m. 0.13 3 Brickwork Cu. m. 630.61 Drawing T-2, Ramped Access 4 P. C. C. (M 20) Cum. M 113.89 I I Excavation Cu. m. ' 5.25 5 Soil for vegetation Cu. m. 37.26 2 P C. C. (M 20) Cu. m. 12.97 6 R. C. C. Cu. m. 20.48 3 Cement Tiles Sq. m. 20 7 Cement tiles Cu. m. 538.50 4 Hume Pipe (0.9 m. 0) No. (3.5 | 1 8 Rammed Brickbats Cu. m. 536.50 m long) 9 25mm 0 pipe m. 62.63 Drawing T-4, Sedimentation Chamber Drawing T-8, Handpump Type - 1 | 1 | Excavation Cu. m. 27.24 1 Excavation Cu. m. 2.65 2 P.0C.0C. Cum. | 1.54 2 P.C.C. Cum. | 1.57 3 R. C.C. Cum. M 8.18 3 R.C.C. Cu. M 011 4 Iron rungs No. 7 4 Brickwork Cu. m. 0.94 5 Plaster Sq. m. 2.44 5 Plaster Sq. m. 6.28 6 C. 1I Pipe (0.9 m. 0) No. 1 6 P. V. C. pipe m. 1.0 7 R. C C. pipe (0.9 m. 0) No. 1 7 Aggregate (12 mm) Cu. m.r 0.30 Drawing T-5, Cascade (10 m wide) 8 Geosynthetic Fabric Sq. m. I 0.9,_,,z, 45 5a Environmental Management Plan - Package I C Grand Trunk Road Improvement Project SN. Item UnitTQuantity SN. Item Unit Quantity No. -I| No. Drawing T-9 (i), Handpump Type - 2 1 Excavation Cu. m. 5.20 1 7Excavation Cu. m. 1.49 2 P. C. C. (M 20) .Cu. m. 1.39 2 P.C.C. Cu.m. 1.49 3 P. C.C.(M 15) Cu.m. 0.55 3 Brickwork Cu. m. 0.58 4 Brickwork Cu. m. 6.32 4 Plaster Sq. m. 8.54 5 Earth filling Cu. m. 9.18 Drawing T-9 (ii), Handpump Type - 3 6 Plaster Sq. m. 9.18 1 Excavation Cu. m. 1.86 7 Brick Paving Sq. m. 8.60 2 P. C. C. Cu. m. 1.86 Drawing T-20 (i), Seating type T-5 3 Brickwork Cu. m. 0.52 1 Excavation Cu. m. 24.03 4 | Plaster Sq. m 17.2 2 P. C. C. (M 20) Cu. m. 16.59 Drawing T-12, Simple Seating l 3 Brickwork Cu. m. 15.91 1 Excavation Cu. m. 0.55 4 P. C. C. (M 15) Cu. m. 0.30 2 P. C. C. Cu. m. 0.14 5 Earth filling Cu. m. 10.18 3 Brickwork Cu. m. 0.63 6 Plaster Sq. m. 14.58 4 Plaster Sq. m. 2.22 Drawing T-20 (ii), Seating type T-6 5 Stone slab (25 mm th.) Sq. m. 0.96 1 Excavation Cu. M. 7.36 Drawing T-14, Oil Interceptor 2 P. C. C. (M 20) Cu. m. 2.43 1 Excavation Cu. m. 57.54 3 Brickwork Cu. m. 10.04 2 P. C. C. (1:3:6) Cu. m. 2.05 4 P. C. C. (M 15) Cu. m. 0.55 3 R. C. C. Cu. m. 11.82 5 Earth filling Cu. m. 5.41 4 M. S. pipe Kg 16 6 Plaster Sq. m. 9.54 S Manhole cover (1.3x0.7) No. t Drawing T-21, Seating type T-7 6 Manhole cover No. 1 1 Excavation Cu. m. 12.29 (1.6x0.775) 2 P. C. C. (M 20) Cu. m. 2.84 7 Gravel Cu. m. 1.72 3 Brickwork Cu. m. 10.73 8 Sand Cu. m. 0.99 4 P. C. C. (M 15) Cu. m. 1.14 9 Geosynthetic fabric Sq. m. 1.39 5 Earth filling . Cu. m. 6.00 Drawing T-15, Planter detail (for 10 sq. m.) 6 Plaster Sq. m. 11.33 1 Excavation Cu. m. 4.66 Drawing T-22, Well Shaft touching ditch . 2 P.C.C C Cu m., 0.75 1 P.C.C.(M15) |Cu.m. 2.49 3 Cement Tiles Sq. m. 10.00 2 P. C. C. (M 20) Cu. m | 0.38 4 t Kerbstone No. 20 3 Brickwork Cu. m. 4.25 5 Earth filling Cu. m. 4.00 4 Plaster Sq. m. 46.79 Drawing T-16, Gabion Box Structure 5 Earth filling Cu. m. 5.0 1 Random Stone Cu. m. [6.35 6 R. C. C. pipe (0.9 m 0) No. 1 2 Natural Soil Cu. m. 0.85 DrawingT-23A & T-23B l 3 Wire Mesh box Sq. m. 6.40 1 P.C.C.(MIS) Cu m. 077 Drawing T-17, Silt fencing (unit as per sketch) 2 P. C. C. (M 20) Cu. m. 0.16 1 | Angles (25x25x3 mm) m. 4.43 3 Brickwork Cu. M. 3.03 2 | Geosynthetic fabric Sq. m. j 1.85 4 Plaster Sq. m. 20.70 3 Supporting mesh | Sq. m. 2.00 5 GraveVDebris Cu. m. 5,17 4 Bolts No. 16 6 Ditch tiling (for 10 m) Sq. m. 15.0 5 | Binding wire | Kg | 0.25 7 | Design Retaining wall No. 1 Drawing T-18 (i), Seating type T-1 Drawing T-24, Recharging pit for urban drain _ 1 Excavation Cu. m. 20.90 1 Excavation Cu. m. 0 57 2 | P. C. C. (M 20) | Cu. m. | 3.89 2 P. C. C. (M 15) Cu. m. 0.37 3 _ P. C C. (M 15) Cu. m. 2.65 3 Brickwork Cu. m. 1.32 4 Brickwork Cu. m 15.96 4 Plaster | Sq. m. 10.61 5 Earth filling Cu. m. 10.84 5 Aggregate | Cu. m. 0.57 6 Plaster Sq m. 15.18 6 | Geosynthetic fabric | Sq.m. 7.54 Drawing T-18 (ii), Seating type T-2 Drawing T-25, Washing plafform l 1 Excavation Cu. m. 14.65 1 | Excavation Cu. m. 9.89 2 P. C. C. (M 20) Cu. m. 3.29 2 P. C. C. (M 15) Cu. m. 2.56 3 P. C. C. (M 15) Cu. m. 1.35 3 R. C. C. Cu. m. 2.47 4 Brickwork Cu. m. 13.96 4 | Stone Masonry Cu. m, 7.42 5 _ Plaster Sq. m. 10.54 Drawing T-26, Oil Interceptor for parking areas, etc. 6 | Earth filling Cu. m. 2.20 1 | Excavationr Cu. M. 0.47 7 Brick paving Sq. m. 8.93 2 | P. C. C. (M 15) Cu m. 0.49 Drawing T-19, Seating type T-3 3 | Brickwork Cu. m. j 0. ,rJ I 46 46 rz Environmental Management Plan - Package / C Grand Trunk Road Improvement Project No. Item Unit Quantity NSo. Item Unit Quantity 4 Plaster Sq. m. 2.34 2 P. C. C. Cu. m. 0.13 5 Pipe (0.1 mO) m. 0.10 3 Length of railing rh. 10 6 Lid (M. S. - 5 mm th.) No. I Drawing T-31, Canopy Drawing T-27, Typical paving with cement tiles(1O m2i) 1 Excavation Cu. m. 38.88 1 Excavation Cu. m. 0.75 2 P. C. C. Cu. m. 4.62 2 P C. C. Cu. m. 0.75 3 R. C. C. Cu. m. 19.87 3 Tiles Sq. m. 10 4 Flooring Sq. m. 25.0 Drawing T-28, Railing 5 Plaster Sq. m. 20.16 1 Excavation Cu. M. 0.13 6 Steel Kg 700 1.12 ENVIRONMENTAL MANAGEMENT- BUDGET The environmental budget for the various environmental management measures proposed in the EMP, is detailed in Table I1. There are several other environmental issues that have been addressed as part of good engineering practices, the costs for which have been accounted for in the Engineering Costs. I Oa 5th~iatas 47 M E Envomomenin,ital M,111inCP1,r,ll Pi,ii - P'nckave I C Gra,ld Trunk Ro;d Imptoveryien' Project Table 11 Environmental Budget for Contract Package I C COMPONENT STAGE ITEM _ Unit Unit Cost (Rs) | QUANTITY 0 | Total Cost (INR) Mitigation /I Enhancement costs Air Construction ~~~~~~Dust Management wilt sprinkling of water, covers for -oee - nieti- Air Construction ivehicles transporting construction material Km 30,000 72.825 Costs Operation Facilities/Arrangement for vehicular exhaust monitoring No. 3 ,00,000 300 000 Relocation/Enhancement of Handpumps _ Handpump type 1 No. 25,000 525.000 Handpump type 2 No. 3,500 2 7,000 Pre-Construction Handpump type 3 3o. 00,500- 6- 21,000 Pro ctlonlEnhancement measures for welts Water Well type A No. 'A0 n0o 90.000 Well type B No. 27,000 2 54,00C Well type C No. 30.000 6 180.00 Silt Fencing (20 m long) No. of location 7,400 10 74,000 Construction Oil Interceptors at Vehicle parking areas No. 2,00 2 - 4.000 Oil Interceptor No. 32,000 10 320,000 Recharge pits under Urban Drains No. 19.000 36 684.00C Soil Construction Turfing/Pitching sq. m. . Covered in Engineering costs Operation Redevelopment of Borrow areas sq. m. 150 70,833 10,625,000 Construction Double Glazing of windows at Sensitive receptors sq. m. 1.400 135.8 190,120 Noise lcarriers for reducing noise levels at sensitive receptor m 6,000 1267.3 6,336,500 Noise ~~~~~~~~~~locations and raising of boundary walls Operation Plantation for vegetative screening at sensitive receplors upto a distance of 100m on either side of the structure ha 63,200 0.685 43.292 within the RoW. Pre-Construction RelocationofTShrines, Temples. etc. No. 100,000 . 3 -_ 300_000 Provision for seating, paving and/or enclosure as applicable Cultural Properties Paving around shrines not specifically enhanced sq. m. 520 83.5 43,420 Construction Railing around shrines not specifically enhanced 1 500 40 6 00 Specific enhancement measures along .1 'C (details for individual sites as per specific drawings) total 1_83_8 Flora Transplantation No 5 000 I 500.00 Pre-Consiruction Puting up of barbed wire fence along the outer edges of the m_. 54 124260 6_710_04 RoW Construction Compensatory plantation ( 2 trees for each felled 75 15244 11143,3 (staggered to follow Landscaping along the highway using specified tree species No. 75 79978 5.998.350 civil works) Tree guard for trees in the first row @ 12 m c/c N o . 00 100059.500 Median Plantation No 35 37900 1 26,500 Landscaping at T-junctions along the highway No. 6,000 2 = = 1 Z000 48 L 7 EnvYr011ental Matnagerrnenit Plan - Package I C Granid Thinuk Roard Inproverrienr Project COMPONENT STAGE ITEM Unit Unit Cost (Rs) QUANTITY Total Cost (INR) Landscaping at Y-junctions along Ihe highway No. 11,500 12 138,000 Landscaping at X-junctions along the highway No. 12,000 2 24,000 Construction Demarcating borrow areas clearly using fencing if needed m. 54 as required Covered in Engineering Miscellaneous informatory signs and others L.S 100.000 _ 100,000 Provision of an improvised dog-leg arrangement to prevent No. 15,000 1 15,000 quick access on to the National Highway No. 1500I_150 Safety Provision of crash barriers near locally important structures m 2,500 40 100,000 Covered in Engineering Operation Provision for Bus-stop No. 225,000 3 Costs Provision of Hoarding/Posters regarding spread of communicable diseases at Construction camps & Truck lay No. 1,20,000 2 240,00l bys and Provision of health checks at construction sites (A) Mitigation i Enhancement Costs 48,087,885 Monitoring costs Monitoring near all hot mix plant locations approved by the No. of Samples 5,000 3, 8-hr. samples per day, once every35,00 Construction Engineer I______ ________ season for 3 years (=27)1300 Monitoring at construction sites in tandem with construction No. of Samples 5,000 3 samples per day, once every month 540,000 AIrMfor 3 years (. .08 3 samples per day, once every Operation At sensitive receptors specified In the monitorlng plan No. of Samples 5,000 alternate years upto 2006, then every 180,000 thiird year until 2015 and theni every _____________ 5ti1 year until 2025 at 6 locations (=36) Construction i) Pond @ km. 364/400(ii) Pond @ km. 390/250(iii) No. of Samples 5,000 Once every year for 3 years at 3 15,000 Handpump i~ km. 353/450 _______locations (-9) _______ End of summer before the onset of Water Quality monsoon every alternate year until Operalion (i) Pond @ km. 340 90/250(iii NO of Samples 5,000 2006, then every third year until 2015 90,000 and tIhen every fifth year uplo 2025 at 3 locations (=18) . A equipment yards No. of Samples 4,000 As and when necessary (36 samples) 144,000 l eConstruction As directed by the Engineer No. of Samples 4,000 Once every four months for 3 years at 252,000 7 locations Noise Once every alternate year until 2006. Operation (i) School @ km. 336/000(ii) Near Mosque in Muradganj No fSampe 4,000 then every third year until 2015 and 72000 OP ration illage @ km.365/500(iii) In Auraiya @ km.3801000 . ampes 4.00hen every 5th year until 2025 at 3 __ __ _ __ _ __ _ __ _ __ __ _ __ _ __ _ __ _ __ _ . ocations (=18) Construction At productive agricultural lands abutting traffic detours and No. of Samples 6,000 Max of 5 locatiorns for each of the 3 90,000 Soil traffic diversions, to be identified by the Engineer .yteaFs Operation At accident / spill locations involving bulk transport carrying No, of Samples 6.000 At five locations (assumed) 30,000 hazardous materials Pre-Construction All along the corridor L.S 25,000 ___25,000 FloraAl lctos o copnaoy700 Operation At locations of compensatory plantation L.S 25,000 per year planttionltor3 years opensaoy 75,000 49 Initation forr 3rU 4 9 =G EnvirDnmental Management Plan - Package I C Grand Trunk Road Improvement Project COMPONENT STAGE ITEM Unit Unit Cost (Rs) QUANTITY | Total Cost(lNR) Training & Mobilisation Costs Training & Construction and Portion of total cost Mobilisation Costs Operation As per modules developed for the GTRIP __L_S of training 30 0000_ 30 Facilities and Construction and 1 monitoring kit for air, water and Equipment Operation As worked out in the logistical support requirement' L.S 200000 noise, 1 Computer with printer 0,0 Erection of hoardings indicating the RoW availability and Advocacy and policy legal charges for encroachment making for prevention Operation Holding meetings for policy planning and subsequent 6 meetings in the first three years and of Ribbon review meetings with all stakeholders like the Revenue development Department, local elected representatives, town-planning No. 5,000 subsequent review meetings every 150,000 authorities, NHAI, local NGOs, etc. year (=30) (B) Monitoring and Training Costs 2,446,000 Total Costs (A+B) 50,533,885 Contingency @ 5% 2,526,694 TOTAL BUDGETED COSTS 53,100,000 Note 1: The provision for vehicle for monitoring will be made from contingency fund for the EMP implementation 50 'E Environmental Management Plan - Package I C Grand Trunk Road 'mprovement Project 1.13 SPECIFICATIONS FOR ENVIRONMENTAL ENHANCEMENT WORKS 1.13.1 JUNGLE CLEARANCE Jungle clearance shall comprise uprooting of rank vegetation, grass, brushwood, shrubs, stumps, trees and saplings of girth upto 30 cm measured at a height of one metre above the ground level. Where only clearance of grass is involved it shall be measured and paid for separately. Uprooting of vegetation The roots of trees and saplings shall be removed to a depth of 60 cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. All holes or hollows formed due to removal of roots shall be filled up with earth rammed and levelled. Trees, shrubs, poles, fences, signs, monuments, pipe lines, cable etc. within or adjacent to the area which are not required to be disturbed during jungle clearance shall be properly protected by the contractor at his own cost and nothing extra shall be payable. Stacking and disposal All useful materials obtained from clearing and grubbing operation shall be stacked in the manner as directed by the Engineer. Trunks and branches of trees shall be cleared of limbs and tops and stacked neatly at places indicated by the Engineer-in-Charge. The materials shall be the property of the Government. All unserviceable materials, which in the opinion of the Engineer cannot be used or auctioned, shall be removed up to a distance of 50 m outside the periphery of the area under clearance. It shall be ensured by the contractor that unserviceable materials are disposed off in such a manner that there is on likelihood of getting mixed up with the materials meant 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-Charge and then marked at site. Felling trees shall include taking out roots up to 60 cm below ground level or 30 cm below formation level or 15 cm below sub-grade level, whichever is lower. All excavations below general ground level arising out of the removal of trees, stumps etc. shall be filled with suitable material in 20 cm layers and compacted thoroughly so that the surface at these points conform to the surrounding area. The trunks and branches of trees shall be cleared of limbs and tops and cut into suitable pieces as directed by the Engineer-in-Charge. Stacking and Disposal: Wood, branches, twigs of trees and other useful material shall be the property of the Government. The serviceable materials shall be stacked in the manner as directed by the Engineer-in-Charge up to a lead of 50 m. All unserviceable material, which in the opinion of Engineer- in-Charge cannot be used or auctioned shall be removed from the area and disposed off as per the directions of the Engineer-in-Charge. Care shall be taken to see that unsuitable waste materials are disposed off in such a manner that there is no likelihood of these getting mixed up with the materials meant for construction. 1.13.3 EARTHWORK Excavation in all kinds of soil All Excavation operation shall include excavation and getting out the excavation materials. In case of excavation for trenches 'getting out' shall include throwing the excavated materials at a distance of at least one meter or half the depth of excavation, whichever is clearer off the edge of excavation. During the excavation the natural drainage of the area shall be maintained. Excavation shall be done from top to bottom. Under mining or under cutting shall not be done. 51 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project The excavation shall be done true to levels, slope shape & pattern indicated by the engineer in change. 1.13.4 FILLING Lumps & clods exceeding 8 cm in any direction shall be broken. Each layer shall be watered and - consolidated with steel rammer or 1/2 tone roller. Where specified every third & top most layer shall also be consolidated with power roller of minimum 8 tones. The Top & sides.of the filling shall be neatly raised. The contractor shall make good all subsidence & shrinkage in each filling embankments traverses etc. during execution and fill the completion of works. 1.13.5 DAMP PROOF COURSE Cement Concrete Layer This shall consist of cement concrete of specified proportions and thickness. The surface of brick or stone masonry work shall be levelled and prepared before laying the cement concrete. Edge of damp proof course shall be straight, even and vertical. Side shuttering shall consist of steel forms and shall be strong and properly fixed so that it does not get disturbed during compaction and the mortar does not leak through. The concrete mix shall be of workable consistency and shall be tamped thoroughly to make a dense mass. When the sides are removed, the surface should come out smooth without honeycombing. Continuity shall be maintained while laying the cement concrete layer and laying shall be terminated only at the predetermined location where damp proof course is to be discontinued. There shall be no construction joint in the Damp Proof Course. Curing Damp proof course shall be cured for at least seven days, after which it shall be allowed to dry. Application of Hot Bitumen Where so directed, hot bitumen in specified quantity shall be applied over the dried up surface of cement concrete, properly cleaned with brushes and finally with a piece of cloth soaked in kerosene oil. Bitumen of penetration A 90 or equivalent where used shall be heated to a temperature of 1600 + 50C. The hot bitumen shall be applied uniformly all over, so that no blank spaces are left anywhere. It will be paid for separately. Water Proofing Materials Where so specified, waterproofing material of approved quality shall be added to the concrete mixture in accordance with the manufacture's specifications stating the quantity of water proofing material in litres or kg per 50 kg or cement and will be paid for separately. 1.13.6 BRICKS WORK Bricks Used in the Masonry may be of the following type Common burnt clay bricks: Shall be hand moulded or machine moulded. They shall be free from 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's identification mark or initials. Dimensions: Brick sizes will as per standard engineering practices followed in the states of UP & Bihar. The bricks shall have smooth rectangular faces with sharp corner and shall be uniform in colour and emit clear ringing sound when struck. Water absorption: The average water absorption of bricks when tested shall be not more than 20% by weight. 52 Environmental Management Plan - Package / C Grand Trunk Road Improvement Project Efflorescence: The rating of efflorescence of bricks when tested shall be not more than moderate. Brick Work Classification: The brickwork shall be classified according to the class designation of bricks used. Mortar: The mortar for the brickwork shall be as specified, and conform to accepted standards. Lime shall not be used where reinforcement is provided in brickwork. Soaking of Bricks: Bricks shall be soaked in water before use for period for the water to just penetrate the whole depth of the bricks. Alternatively bricks may be adequately soaked in stacks by profusely spraying with clean water at regular intervals for a period not less than six hours. The bricks required for masonry work using mud mortar shall not be soaked. When the bricks are soaked they shall be removed from the tank sufficiently early so that at the time of laying they are skin-dry. Such soaked bricks shall be stacked on a clean place where they are not again spoiled by dirt, earth etc. Laying Bricks shall be laid in English Bond unless otherwise specified. For brick work in half brick wall, bricks shall be laid in stretcher bond. Half or cut bricks shall not be used except as closer where necessary to complete the bond. Closer in such cases, shall be cut to the required size and used near the ends of the wall. Header bond shall be used preferably in all courses in curved plan for ensuring better alignment. All loose materials, dirt and set lumps of mortar which may be lying over the surface on which brick work is to be freshly started, shall be removed with a wire brush and surface wetted. Bricks shall be laid on a full bed of mortar, when laying, each brick shall, be properly bedded and set in position by gently pressing with the handle of 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 horizontal and all vertical joints shall be truly vertical. Vertical joints in the alternate course shall come directly one over the other. Quoin, Jambs and other angles shall be properly plumbed as the work proceeds. Care shall be taken to keep the perpends properly aligned within following maximum permissible tolerances. Deviation from vertical shall not exceed 6 mm per 3 m height. Deviation from position shown on plan of any brickwork shall not exceed 12.5 mm. A set of tools comprising of wooden straight edge, Masonic spirit levels, square, 1-meter rule line and plumb shall be kept on the site of work for every 3 masons for proper check during the progress of work. All quoins shall be accurately constructed and the height of brick courses shall be kept uniform. This will be checked using graduated wooden straight edge or storey rod indicating height of each course including thickness of joints. The brickwork shall be built in uniform layers. Parts of wall left at different levels shall be raked back at an angle of 45 degrees or less with the horizontal. Toothing shall not be permitted as an alternative to raking back. For half brick partition to be keyed into main walls, indents shall be left in the main walls. Where bricks cannot be cut to the required shape to form cut (maru) corners, cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) equal to thickness of course shall be provided in lieu of cut bricks. 3pa AssndnL 53 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Bricks shall be laid with frog (where provided) up. However, when top course is exposed, brick shall be laid with frog down. For the bricks to be laid with frog down, the frog shall be filled with mortar before placing the brick in position. In case 6f walls one brick thick and under, one face shall be kept even and in proper plane, while the other face may be slightly rough. In retaining walls and the like, where water is likely to accumulate, weep holes, 50 to 75 mm square shall be provided at 2 m vertically and 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 30 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. 54 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project 1.13.7 CONCRETE WORK The concrete shall be designed in grades denoting characteristic compressive strength or by volumetric proportion of the nominal mix concrete of the constituents. Material Water, cement, lime, fine aggregate or sand, surkhi, cinder and fly ash shall be as specified. Coarse Aggregate General: Most of the coarse aggregate shall be retained on 4.75 mm IS Sieve and shall contains only as much fine material as is permitted in IS 383 for various sizes and grading. Coarse aggregate shall be stone aggregated and it shall be obtained from approvediauthorised sources. 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, vegetable matter and other deleterious substances. It shall be roughly cubical in shape. Flaky and elongated pieces shall be avoided. It shall conform to IS: 383 unless otherwise specified. Deleterious Material: Coarse aggregate shall not contain any deleterious material, such as pyrites, coal, lignite, mica, shale or similar laminated material, clay, alkali, soft fragments, seashells and organic impurities in such quantity-as-to affect the strength or durability of the concrete. Coarse aggregate to be used for reinforced cement concrete. Coarse aggregate to be used for reinforced cement concrete shall not contain any material liable to attack the steel reinforcement. Aggregates, which are chemically reactive with alkalis of cement, shall not be used. The maximum quantity of deleterious material shall not be more than five per cent of the weight of coarse aggregate when determined in accordance with IS: 2386 Part II. Size and Grading (i) Stone aggregate: It shall be graded as specified. Nominal size and grading shall be as under: - Nominal sizes of graded stone aggregate or gravel shall be 40 or 12.5mm as specified. For any one of the nominal sizes, the proportion of other sizes shall be in accordance with Table 12. Table 12 Graded Stone 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 to 70 95 to 100 100 100 16 mm - - 90 to 100 - 11.2 mm - - 90 to 100 9-5 mm 10 to 35 25 to 55 30 to 70 40 to 85 4.75mm Oto5 Oto10 Oto10 Oto10 2-36 mm - - - Stacking: Aggregate shall be stacked on a hard, dry and level patch of ground. When stock piling, the aggregate shall not form pyramids resulting in segregation of different sized materials. It shall be stacked separately according to nominal size of coarse aggregates. Stacking shall be done in regular stacks, of height not exceeding 100 cm. Fine Aggregate Most of the fine aggregate shall pass through 4.75 mm IS sieve. Fine aggregate shall consist of natural sand, crushed stone sand or crushed gravel sand stone dust or marble dust, conforming to IS: 2686. It La Issmne4tes 55 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project shall be hard, durable, chemically inert, clean and free from adherent coatings, organic matter etc. and shall not contain any appreciable amount of clay balls or pellets and harmful impurities e.g. iron pyrites, alkalis, salts, coal, mica, shale or similar laminated materials in such form or in such quantities as to cause corrosion of metal or affect adversely the hardening, the strength, the. durability or the appearance of mortar, plaster or concrete. The sum of the percentages of all deleterious material shall not exceed 5%. Fine aggregate must be checked for organic impurities such as decayed vegetation humps, coal dust etc. Silt Content: The maximum quantity of silt in sand shall not exceed 8%. Fine aggregate containing more than allowable percentage of silt shall be washed so as to bring the silt content within allowable limits. Grading: On the basis of particle size, fine aggregate is graded into four zones. The grading shall be within the limits given in Table 13 below. Where the grading falls outside the limits of any particular grading zone of sieves, other then 600 micron IS sieve, by a total amount not exceeding 5 per cent, it shall be regarded as falling within that.grading zone as per IS: 326. Table 13 Grading of Fine Aggregate IS Sieve Percentage passing for Grading Zone I Grading Zone II Grading Zone III Grading Zone IV 9.50 mm 100 100 100 100 4.75 mm 90-100 90-100 90-100 95-100 2.36 mm 60-95 75-100 85-100 95-100 1.18 mm 30-70 55-90 75-100 90-100 600 microns 15-34 35-59 60-79 80-100 300 microns 5-20 . 8-30 12-40 15-50 150 microns 0-10 0-10 0-10 0-15 Type and grading of fine aggregate to be used shall be specified. It shall be coarse sand, fine sand, stone dust or marble dust, fly ash and surkhi. Use of sea sand shall not be allowed, unless otherwise specified. Coarse sand shall be either river sand or pit sand or a combination of the two. Badarpur sand available in Delhi generally falls in category of pit sand. It shall be clean, sharp, angular, and gritty to touch and composed of hard siliceous material. Fine sand shall be either river sand or pit sand or a combination of the two. Its grading shall fall within the limits of Grading Zone IV of Table 13. As a guideline, fine sand conforming to grading Zone IV can be generally obtained in Delhi by mixing one part of Badarpur sand and two parts of Jamuna Sand (by volume). Stone dust shall be obtained by crushing hard stones or gravel. Sand for Masonry Mortar and for Plaster Sand shall consist of natural sand, crushed stone sand or crushed gravel sand or a combination of any of these. Sand shall be hard, durable, clean and free from adherent coatings and organic matter and shall not contain the amount of clay, silt and fine dust more than specified as under. Deleterious Material: Sand shall not contain any harmful impurities such as iron, pyrites, alkalis, salts, coal or other organic impurities, mica, shale or similar laminated materials, soft fragments, sea shale in such form or in such quantities as to affect adversely the hardening, strength or durability of the mortar. Grading of sand for use in masonry mortar shall be conforming to IS: 2116 (Table 14). Grading of sand for use in Plaster shall be conforming to IS: 1542 (Table 15). I 6n 56 5c Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Table 14 Grading of sand for use in masonry mortar as per IS: 2116 IS Sieve Designation Percentage passing by mass 4.75mm 100 2.36 mm 90 to 100 1.18 mm 70 to 100 600 micron 40 to 100 300 micron 5 to 70 150 micron 0 to 15 Note: For crushed stone sands, the permissible limit on 150 micron IS Sieve is increased to 20%. This does not affect the 5% allowance IS-2386. Table 15 Grading of Sand for use in Plaster as per IS: 1542 IS Sieve Designation Percentage passing 10mm 100 4.75 mm 95 to,100 2.36 mm 95 to 100 1.18 mm 90 to 100 600 .nicron 80 to 100 300 micron 20 to 65 150 micron 0 to50 Admixtures When required, admixtures of approved quality shall be mixed with concrete, as specified. The admixtures shall conform to IS: 9103. Bulking Fine aggregate, when dry or saturated, has almost the same volume but dampness causes increase in volume. In case fine aggregate is damp at the time of proportioning the ingredients for mortar or concrete, its quantity shall be increased suitably to allow for bulkage. Stacking Fine aggregate shall be so stacked as to prevent dust and foreign matter getting mixed up with it as far as practically possible. Steel for reinforcement The steel used for reinforcement shall be any of the following types: Mild steel and medium tensile bars conforming to IS: 432 (Part I) Hard drawn steel wire conforming to IS: 432 (Part II) Types and Grades Reinforcement supplied in accordance with this standard shall be classified into the following types: Mild steel bars: It shall be supplied in the following two grades Mild steel bars grade I designated as Fe 41 0-S. Mild steel bars grade 11 designated as Fe 410-0. Medium tensile steel bars, grade If designated as Fe 540-W-HT. Mild steel and Medium tensile steel. Table 16 Elongation Percentage of Mild steel bars IL Ultimate tensile Yield stress NJ Elongation No. Type and nominal size of bar stress Nlmm2 mm2 minimum percent minimum minimum 1 Mild steel grade 1, For bars up to and 410 250 23 including 20 mm. 2. Mild steel grade 11, For bars up to and 370 225 23 I A Aetwiatos 57 ZZE>7 c7 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Si. Ultimate tensile Yield stress NJ Elongation No. Type and nominal size of bar stress Nlmm2 mm2 minimum percent minimum minimum including 20 mm 3 Medium tensile 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 strength deformed bars & wires shall conform to IS: 1786. The physical properties for all sizes of steel bars are mentioned Table 17. Table 17 Physical Properties of Mild steel bars No, Property -Grade No. Property Fe 415 Fe 500 Fe 550 1. 0.2% proof stress/ yield stress, min. N/mm2 415 500 550 Elongation, percent min. on gauge length 2. 5.65 A, Where A is the X-Sectional Area of 14.5 12 8 the test piece. 8% more than 10% more than actual 0.2% 6% more than actual 0.2% proof proof stress 3. Tensile strength stress but not less but not less . stress but not than 465 N/mm2 than 545 N/ l h2 mm2 m Stacking and storage: Steel for reinforcement shall be stored in such a way as to prevent distorting and corrosion. Bars of different classifications, sizes and lengths shall be stored separately to facilitate issue in such sizes and lengths to cause minimum wastage in cutting from standard length. 1.13.8 FORM WORK (CENTRING & SHUTTERING) Form work: Formwork shall include all temporary or permanent forms or moulds required for forming the concrete, which is cast-in-situ, together with all temporary construction required for their support. Design & Tolerance in Construction Formwork shall be designed and constructed to the shapes, lines and dimensions shown on the drawings with the tolerances given in Table 18. Table 18 Tolerances for Formwork Deviation from specified dimensions of cross section of +12 mm columns and beams Deviation from dimensions of footings +12 mm Dimension in Plan +50 mm Eccentricity in plan 0.02 times the width of the footings in the direction of deviation but not more than 50 mm. Thickness +0.05 times the specified thickness. (Note -Tolerance applies to concrete dimensions only, and not to positioning of vertical steel or dowels.) General Requirement It shall be strong enough to withstand the dead and live loads and forces caused by ramming and vibrations of concrete and other incidental loads, imposed upon it during and after casting of concrete. It shall be made sufficiently rigid by using adequate number of ties and braces, Screw jacks or hard board wedges where required shall be provided to make up any settlement in the form work either before or during the placing of concrete. I ea 58 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Forms shall be so constructed as to be removable in sections in the desired sequence, without damaging the surface of concrete or disturbing other sections. Care shall be taken to see that no piece is keyed into the concrete. Material for Form Work Propping and Centring All propping and centring should be either of steel tubes with extension pieces or built up sections of rolled steel. Centring/Staging Staging should be as designed with required extension pieces as approved by Engineer-in-Charge to ensure proper slopes, as per design for slabs/ beams etc. and as per levels as shown in drawings. All the staging to be either to Tubular steel structure with adequate bracings as approved or made of built up structural sections made from rolled structural steel sections. Shuttering Shuttering used shall be of sufficient stiffness to avoid excessive deflection and joints shall be tightly butted to avoid leakage of slurry. If required, rubberised lining of material as approved by the Engineer- in-Charge shall be provided in the joints. Steel shuttering used for concreting should be sufficiently stiffened. The steel shuttering should also be properly repaired before use and properly cleaned to avoid stains, honey combing, seepage of slurry through joints etc. Form work shall be properly designed for self weight, weight of reinforcement, weight of fresh concrete, and in addition, the various live loads likely to be imposed during the construction process (such as workmen, materials and equipment). Camber Suitable camber shall be provided in horizontal members of structure, especially in cantilever spans to counteract the effect of deflection. The formwork shall be so assembled as to provide for camber. The camber for beams and slabs shall be 4 mm per metre (1 to 250) or as directed by the Engineer-in- Charge, so as to offset the subsequent deflection. For cantilevers the camber at free end shall be 1/50th of the projected length or as directed by the Engineer-in-Charge. Formwork for Concrete Walls The form faces have to be kept at fixed distance apart and an arrangement of wall ties with spacer tubes or bolts is considered best. Removal of Form work (Stripping time) In normal circumstances and where ordinary Portland cement is used, forms may generally be removed after the expiry of the following Table 19. Table 19 Stripping time for form work Walls, columns and vertical faces of all structural 24 to 48 hours as may be decided by the a) members Engineer-in-Charge Slab b) Slab 7 days i) Spanning upto 4.50 M Beams c) 14 days i) Spanning upto 6 M Note 1: For other types of cement, the stripping time recommended for ordinary Portland cement may be suitably modified. Note 2 The number of props left under, their sizes and disposition shall be such as to be able to safely carry the full dead load of the slabs, beam or arch as the case may be together with any live load likely to occur during curing or further construction. Lp.andt 59 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Note 3: For rapid hardening cement, 3n7 of above periods will be sufficient in all cases except for vertical side of slabs, beams and columns, which should be retained for at least 24 hours. Note 4: In case of cantilever slabs and beams, the centring shall remain till structures for counter acting or bearing down have been erected and have attained sufficient strength. Note 5: Proper precautions should be taken to allow for the decyease in the rate of hardening that occurs with all types of cement in cold weather and accordingly stripping time shall be increased. Note 6: Work damaged through premature or careless removal of forms shall be reconstructed- Oiling the Surface Shuttering gives much longer service life in the surfaces are coated with suitable mould oil, which acts both as a perting agent and also gives surface protections. A typical mould oil is heavy mineral oil or purified cylinder oil containing not less than 5 % pentachlorophenol conforming to IS: 716 well mixed to a viscosity of 70-80 centipoise. After 3-4 uses and also in cases when shuttering has been stored for a long time, it should be recoated with mould oil before the next use. The design of formwork shall conform to sound Engineering practices and relevant IS codes. Inspection of Form Work The completed formwork shall be inspected and approved by the Engineer-in-Charge before the reinforcement bars are placed in position. Proper form work should be adopted for concreting so as to avoid honey combing, blow holes, grout loss, stains or discolouration of concrete etc. proper and accurate alignment and profile of finished concrete surface will be ensured by proper designing and erection of form work which will be approved by Engineer-in-Charge. Shuttering surface before concreting should be free from any defectl deposits and fully cleaned so as to give perfectly straight smooth concrete surface. Shuttering surface should be therefore checked for any damage to its surface and excessive roughness before use. Erection of Form Work (centring and shuttering) Following points shall be borne in mind while checking during erection. Any member that is to remain in position after the general dismantling is done, should be clearly marked. Material used should be checked to ensure that, wrong items/ rejects are not used If there are any excavations nearby which may influence the safety of formworks, corrective and strengthening action must be taken. The bearing soil must be sound and well prepared and the sole plates shall bear well on the ground. Sole plates shall be properly seated on their bearing pads or sleepers. The bearing plates of steel props shall not be distorted. The steel parts on the bearing members shall have adequate bearing areas. Safety measures to prevent impact of traffic, scour due to water etc. should be taken. Adequate precautionary measures shall be taken to prevent accidental 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 adequately restrained against tilting, over turning and formwork should be restrained against horizontal loads. All the securing devices and bracing shall be tightened. The stacked materials shall be placed as catered for, in the design. When adjustable steel props are used, they should: * sDLJc 60 AGtpriates 60 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Be undamaged and not visibly bent. Have the steel pins provided by the manufacturers for use. Be restrained laterally near each end. Have means for centralising beams placed in the fork heads. Screw-adjustment of adjustable props shall not be over extended. Double wedges shall be provided for adjustment of the form to the required position whenever any settlement / elastic shortening of props occurs. Wedges should be used only at the bottom end of single prop. Wedges should not be too steep and one of the pair should be tightened/ clamped down after adjustment to prevent their shifting. No member shall be eccentric upon vertical member. The number of nuts and bolts shall be adequate. All provisions of the design and/ or drawings shall be complied with. Cantilever supports shall be adequate. Props shall directly under one another in multistage constructions as far as possible. Guy ropes or stay shall be tensioned properly. There shall be adequate provision for the movement and operation of vibrators and other construction plant and equipment. Required camber shall be provided over long spans. Supports shall be adequate, and in plumb within the specified tolerances. General The formwork shall include the following: Splayed edges, notching, allowance for overlaps and passing at angles, sheathing battens, strutting, bolting, nailing, wedging, easing, striking and removal. All supports, struts, braces, wedges as well as mudsills, piles or other suitable arrangements to support the formwork. Bolts, wire ties, clamps, spreaders, nails or any other items to hold the sheathing together. Working scaffolds, ladders, gangways, and similar items Filleting to form stop chamfered edges of splayed external angles not exceeding 20 mm wide to beams, columns and the like. Where required, the temporary openings provided in the forms for pouring concrete, inserting vibrators, and cleaning holes for rernoving rubbish from the interior of the sheathing before pouring concrete. 1.13.9 REINFORCEMENT General requirements Steel conforming for reinforcement shall be clear and free from loose mud, scales, dust, loose rust, coats of paints, oil or other coatings which may destroy or reduce bond. It shall be stored in such a way as to avoid distortion and to prevent deterioration and corrosion. Prior to assembly of reinforcement on no account any oily substance shall be used for removing the rust. ea Ai*atas 61 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Assembly of Reinforcement Bars shall be bent correctly and accurately to the size and shape as shown in the detailed drawings or as directed by Engineer-in-Charge. Preferably bars of full length shall be used. Necessary cutting and straightening is also included. Over lapping of bars, where necessary shall be done as directed by the Engineer-in-Charge. The overlapping bars shall not touch each other and these shall be kept apart with concrete between them by 25 mm or 11/4 times the maximum size of the coarse aggregate whichever is greater. But where this is not possible, the overlapping bars shall be bound together at intervals not exceeding twice the dia. Of such bars with two strands annealed steel wire of 0.90 mm to 1.6 mm twisted tight. The overlaps/ splices shall be staggered as per directions of the Engineer-in-Charge. But in no case the over lapping shall be provided in more than 50% of cross sectional area at one section. Bends and Hooks Forming End Anchorages Reinforcement shall be bent and fixed in accordance with procedure specified in IS: 2502, code of practice for bending and fixing of bars for concrete reinforcement. U - Type Hook In case of mild steel plain bars standard U type hook shall be provided by bending ends of rod into semicircular hooks having clear diameter equal to four times the diameter of the bar. Bends Bend forming anchorage to a M.S. plain bar shall be bent with an internal radius equal to two times the diameter of the bar with a minimum length beyond the bend equal to four times the diameter of the bar Anchoring Bars in Tension Deformed bars may be used without end anchorages, provided, development length requirement is satisfied. Hooks should normally be provided for plain bars in tension. Development length of bars will be determined as per clause 25.2.1 of IS: 456. Anchoring Bars in Compression The anchorage length of straight bar in compression shall be equal to the development length of bars in compression as specified in clause 25.2.1 of IS: 456. The projected length of hooks, bends and straight lengths beyond bend, if provided for a bar in compression, shall be considered for development length. 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 nominal size of bar. Placing in Position Fabricated reinforcement bars shall be placed in position as shown in the drawings or as directed by the Engineer-in-Charge. The bars crossing one another shall be tied together at every intersection with 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 reinforcement does not get displaced during deposition of concrete. The bars shall be kept in correct position. 1.13.10 PAVING Brick Paving Bricks Bricks of specified dimensions and designations shall be used. These shall conform to the specifications described in above sections. Broken bricks shall not be used in paving except for closing the line. The bricks shall be laid on edge. I Pa Asntiaras 62 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project 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. Flooring shall be laid on PCC base concrete laid to slope ranging from 1:36 to 1:48 as decided by the Engineer. 2. The flooring shall commence within 48 hours of the laying of base, failing which; the surface of base shall be roughened with steel wire brushes without disturbing the 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 adequately soaked in stacks before use, 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 satisfaction of the Engineer. Laying The bricks shall be laid on the edge in plain, diagonal herring bone bond, or other pattern as specified in the architectural drawings. Bricks shall be laid on edge on 12 mm thick mortar bed and each brick shall be properly bedded and set home by gentle tapping with trowel handle or wooden mallet. Its inside face shall be buttered with mortar, before the next brick is laid and pressed against it. On completion of a portion of flooring, the vertical joints shall be fully filled from the top with mortar. The surface of the flooring during laying, shall be frequently checked with a straight edge at least 2 m long, so as to obtain a true plain surface with the required slope. Joints Bricks shall be so laid that all joints are full of mortar. The thickness of joints shall not exceed 1.0 cm for brickwork with bricks of any class designation. The joints shall be struck flush and finished at the time laying. The face of brickwork shall be cleaned on the same day on which brickwork is laid and all mortar droppings removed promptly. Curing Brickwork shall be protected from rain by suitable covering when the mortar is green. Masonry work in cement mortar shall be kept constantly moist on all faces for a minimum period of seven days. Brickwork carried out 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. Precast Concrete Tiles for Paving The grade of concrete shall be used as mentioned in architectural drawing. 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 drawing with correct depth and grade. Cement slurry @2kg/M2 has to be spread over the concrete to fix the tile. The tile shall be laid within the initial setting time after the laying of PCC. The top of the tile shall be true in slope as mention in drawing. The joints between the two adjacent tiles shall be as mentioned in enhancement drawing. I .a a.ssocite 63 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Curing The tiles must be inserted in water after 24 hours of casting and cured in the same manner for at least 7 days, only thereafter used at site, The curing of the paving must be start a day after the laying of tiles and it shall be done up to 7 days. 1.13.11 CEMENT PLASTERING All cement plaster shall be 12 mm, thick for brick surfaces and 6mm thick for concrete surfaces unless otherwise stated. Scaffolding and preparation of surfaced shall be as specified. Mortar The mortar of the specified mix using the type of sand described in the item shall be as specified in drawings for external work and under coat work, the fine aggregate shall conform to grading IV. For finishing coast work the fine aggregate conforming to grading zone V shall be used. Application: The specifications as in drawings shall apply except in the following respects: Beating with thin bamboo strips shall not be done on the cement plaster, and Further the plastering and finishing shall be completed within half an hour of adding water to the dry mortar. Thickness: Where the thickness required as per description of the item is 20 mm the average thickness of the plaster shall not be less than 12 mm whether the wall treated is of brick. Curing Curing shall be started as soon as the plaster has hardened sufficiently not to be damaged when watered. The plaster shall be kept wet for a period of at least 7 days. During this period, it shall be suitably protected from all damages at the contractor's expense by such means as the Engineer-in charge may approve. The dates on which the plastering is done shall be legible marked on the various sections plastered so that curing for the specified period thereafter can be watched. Cement Plaster with a Floating Coat of Neat Cement The cement plaster shall be 12, 15 or 20 mm thick, finished with a floating coat of neat cement, as described in the item. Specifications for this item of work shall be same as described in plastering item except for the additional floating coat, which shall be carried out as below. When the plaster has been brought to a true surface with the wooden straight edge it shall be uniformly treated over its entire area with a paste of neat cement and rubbed smooth, so that the whole surface is covered with neat cement coating. The quantity of cement applied for floating coat shall be 1 kg per m2. Smooth finishing shall be completed with trowel immediately and in no case later than half an hour of adding water to the plaster mix. The rest of the specifications described in plastering item shall apply. 6mm Cement Plaster on Cement Concrete and Reinforced Cement Concrete Work Scaffolding Stage scaffolding shall be provided for the work. This shall be independent of the walls. Preparation of Surface Projecting burrs of mortar formed due to the gaps at joints in shuttering shall be removed. The surface shall be scrubbed clean with wire brushes. In addition concrete surfaces to be plastered shall be pock marked with a pointed tool, at spacing of not more than 5 cm. Centres, the pock being made n I aA ifs 64 `7 Environmental Management Plan - Package / C Grand Trunk Road Improvement Project than 3mm deep. This is to ensure a proper key for the plaster. The mortar shall be washed off and surface, cleaned of all oil, grease etc. and well wetted before the plaster is applied. Mortars Mortar of the specified mix using the types of sand described in the item shall be used. It shall be as specified in above section. Application To ensure even thickness and a true surface, gauges of plaster 15x15 cm. shall be first applied at not more than 1.5m intervals in both directions to serve as guides for the plastering. Surface of these gauged areas shall be truly in the plane of the finished plaster surface. The plaster shall be then applied in a uniform surface to a thickness slightly more than the specified thickness and shall then be brought to true and even surface by working a wooden straight edge reaching across the gauges. Finally the surface shall be finished true with a trowel or with wooden float to give a smooth or sandy granular texture as required. Excess troweling or over working of the floats shall be avoided. The plastering and finishing shall be completed within half an hour of adding water to the dry mortar. Plastering of ceiling shall not be commenced until the slab above has been finished and centring has been finished and centring has been removed. In the case of ceiling of roof slabs, plaster shall not be commenced until the terrace work has been completed. These precautions are necessary in order that the ceiling plaster is not disturbed by the vibrations set up in the above operations. Finish The plaster shall be furnished to a true and plumb surface and to the proper degree of smoothness as required. The work shall be tested frequently as the work proceeds with a true straight edge not less than 2.5m long and with plumb bobs. All horizontal lines and surfaces shall be tested with a level and all jambs and corners with a plumb bob as the work proceeds. Thickness The average thickness of plaster shall not be less than 6mm. The minimum thickness over any portion of the surface shall not be less than 5mm. Curing The specifications shall be detailed in above section. 1.13.12 GABION STRUCTURES Gabion 1. Gabion Box - It is made of appropriate geotextile material as approved by supervision engineer on site. 2. Boulder - The boulders shall range in size from 400 mm to 200mm. They should be hard and textured. Placing First maintain the slope as specified in design drawing. Cut earth as per box size then start to pivot Boxes from bottom. After placing 1St layer of boxes pour the gravel, keeping in mind the bigger sizes are at bottom. Geotextile membrane put as shown in design drawing. After that accumulate natural soil in this space to facilitates vegetation. Geotextile membrane shall be knotted by MS wire with Gabion box, put one by one layer in the same manner as stated above. 1.13.13 DRY STONE PITCHING As far as possible it should be ensured that one rainy season has elapsed before pitching or any kind of stone work is commenced, so that the embankment has time to settle, and loose spots in the cutting, if any, show up. tJLTD D a Ageiates 65 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project The sides and top of embankment, as the case may be, shall be brought to the required profile, slope and gradient and shall be compa^ted to a firm and even surface. If the situation demands and where so required by the engineer in consideration of the nature of the surface, the necessary back filling may be done with small broken stone, moorum, gravel or ballast well consolidated to proper profile. In case the soil in unreliable and if the nature of the work requires it, a 75mm thick layer of gravel or ballast may be provided over the prepared surface and well consolidated. Pitching 1 Pitching shall be of 22.5 cm depth, unless specified otherwise. Profiles shall first, be put up by means of pegs and strings or by placing stones, at interval or not more than 15 meter. Stone shall then be laid closely in position in between the profile and firmly embedded with joints staggered and with exposed faces true to line, gradient and in uniform slope throughout. 2. The cross bands of approximately 22.5 cm width through bond stones equal to the full depth of pitching, shall be provided at an interval of approximately 3 m centre to centre both longitudinally and transversely. 3. The interstices between adjacent stones shall be filled in with stones of proper size, well driven in with crow bars to ensure tight packing and complete filling of all interstices. Such filling shall be carried on simultaneously with 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 Preparation of surface shall be as specified in above section. Pitching Pitching shall be half brick in depth or in multiples of half bricks, as specified. Profiles shall first be put up by means of pegs and strings or by placing bricks at intervals not more than 15 meter, bricks shall then be laid in parallel rows breaking bond or herringbone bond pattern as directed. In the case of drains bricks shall be laid on bed width in parallel rows breaking bond and on sides in either of the above manner. At the top, and at every 3m intervals, brick courses of half brick width shall be lad with bricks on ends. All bricks shall be laid closely in position and firmly embedded, true to line, gradient and in uniform slope throughout. Kerb and Channel Stones Kerb and channel stones to be as per road specifications. 1.13.14 FENCING Chain Link Fencing Materials The chain link mesh shall be of 1.5 standard and of an approved brand. The angle sizes shall be as per drawings. The iron angles have to be free from rust, cracks and blow holes. Spacing of Posts and Struts The spacing of post shall be as per drawings or as directed by the supervision engineer. 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 Ppa Asni lates 66 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Fixing of the Fencing The chain link mesh shall be fixed with angle posts by means of 8rr.rn diameter bolts. The holes for the bolts shall be made 300mm centre to centre on the iron sections. The bottom of the fencing must be at a height of 14cm from the ground level. The fencing top shall be horizontal to the ground. Silt Fencing Materials The wire mesh and geotextile miraf shall be of approved standard and brand. The iron sections to be used as struts shall be of IS standard and free from rust, cracks etc. Assembly The angles are to be assembled as per drawing and directions of supervision engineer. The mesh has to fixed with the frame after the geotextile miraf is fixed with the mesh. Fixing The fencing shall be fixed at site in such a manner that the geotextile miraf is placed next to the silt. I 6P k.oJns 67 c Environmental Management Plan - Package I C Grand Trunk Road Improvement Project 1.13.15 HORTICULTURAL AND LANDSCAPING WORKS General Scope Contractor to furnish all materials, labour and related items necessary to complete the work indicated on drawing and specified herein. Materials Plant Materials Plant Materials shall be well formed and shaped true to type, and free from disease, insects and defects such as knots, sun-scaled, windburn, injuries, abrasion or disfigurement. All plant materials shall be healthy, sound, vigorous, free from plant diseases, insect's pests, of their eggs, and shall have healthy, well-developed root systems. All plants shall be hardy under climatic conditions similar to those in the locally of the project. Plants supplied shall to confirm to the names listed on both the plan and the plant list. No plant material will be accepted if branches are damaged or broken. All material must be protected from the sun and weather until planted. Any nursery stock shall have been inspected and approved by the Environmental Specialist of the Engineer. All plants shall conform to the requirements specified in the plant list. Except that plants larger then specified may be used if approved, but use of such plants shall not increase the contract price. If the use of the larger plant is approved, the spread of roots or ball of earth shall be increased in proportion to the size of plant. Deliver plants with legible identification labels. Top Soil (Good Earth) Top soil or good earth shall be a friable loam, typical of cultivated top soils of the locality containing at least 2% of decayed organic matter (humus). It shall be taken from a well-drained arable site. It shall be free of subsoil, stones, earth skids, sticks, roots or any other objectionable extraneous matter or debris. It shall contain no toxic material. No topsoil shall be delivered in a muddy condition. It shall have pH value ranging between 6 to 8.5. Fertilser Measurement of sludge shall be in stacks, with 8% reduction for payment. It shall be free from extraneous matter, harmful bacteria insects or chemicals. (Subjected to safety norms). Root System The root system shall be conducive to successful transplantation. While necessary, the root-ball shall be preserved by support with Hessian or other suitable material. On soils where retention of a good ball is not possible, the roots should be suitably protected in such a way that the roots are not damaged. Condition Trees and shrubs shall be substantially free from pests and diseases, and shall and shall be materially undamaged. Torn or lacerated roots shall be pruned before dispatch. No roots shall be subjected to adverse conditions such as prolonged exposure to drying winds or subjection to water logging between lifting and delivery, Supply and Substitution Upon submission of evidence that certain materials including plant materials are not available at time of contract. the contractor shall be permitted to substitute with an equitable adjustment of price. All I a ketfciMls 68 Environmental Management Plan - Package / C Grand Trunk Road Improvement Project substitutions shall be of the nearest equivalent species and variety to the original specified and shall be subjected to the approval of the Landscape Architect. Packaging Packaging shall be adequate for the protection of the plants and such as to avoid heating or drying out. Marking Each specimen of tree and shrub, or each bundle, shail be legibly labelled with the following particulars: Its name. The name of the supplier, unless otherwise agreed. The date of dispatch from the nursery. Tree Planting Plants and Shrubs Trees should be supplied with adequate protection as approved. After delivery, if planting is not to be carried out immediately, balled plants should be placed back to back and the ball covered with sand to prevent drying out. Bare rooted plants can be heeled in by placing the roots in prepared trench and covering them with earth, which should be watered into, avoid air pockets round the roots. Trees and shrubs shall be planted as shown in architectural drawings and with approval of site supervision engineer. Digging of Pits Tree pits shall be dug a minimum of three weeks prior to backfilling. The pits shall be 120cms in diameter and 120cms deep. While digging the pits, the topsoil up to a depth of 30cms may be kept aside, if found good (depending upon site conditions), and mixed with the rest of the soil. If the side of the below, it shall be replaced with 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. Sack Filling The soil back filled watered through end gently pressed down, a day previous to planting, to make sure that it may not further settle down after planting. The soil shall be pressed down firmly by treading it down, leaving a shallow depression all round for watering. Planting No tree pits shall be dug until final tree position has been pegged out for approval. Care shall be taken that the plant sapling when planted is not be buried deeper than in the nursery, or in the pot. Planting should not be carried out in waterlogged soil. Plant trees at the original soil depth; soil marks on the stem is an indication of this 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 broken or damage roots should be cut back to sound growth. The bottom of the planting pit should be covered with 50mm to 75mm of soil. Bare roots should be spread evenly in the planting pit; and small mound in the centre of the pits on which the roots are placed will aid on even spread. Soil should be placed around the roots, gently shaking the tree to allow the soil particles to shift into the root system to ensure close contact with all roots and prevent air pockets. Back fill soil should be firmed as filling proceeds, layer by layer, care being taken to avoid damaging the roots, as follows: 69 Environmental Management Plan - Package I C 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 Phosphate and 1Kg. Neem oil cake. Aldrin or equivalent shall be applied every 15 days in a mixture of 5ml in 5 litres of water. Staking Newly planted trees must be held firmly although not rigidly by staking to prevent a pocket forming around the stem and newly formed fibrous roots being broken by mechanical pulling as the tree rocks. Methods: The main methods of staking shall be: (A) A single vertical shake, 900mm longer than the clear stem of the tree, 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. Suitable for bare- rooted or Ball material. (C) A single stake driven in at an angle at 45 degrees and leaning towards the prevailing wind, the stem just below the lowest branch being attached to the stake. Suitable for small bare- rooted or Ball material (D) For plant material 3m to 4.5m high with a single stem a three- wire adjustable guy system may be used in exposed situations. The end of stake should be pointed and the lower 1 m to 1.2m should be coated with a non-injurious wood preservative allowing at least 150mm above ground level. Tying Each tree should be firmly secured to the stake so as to prevent excessive movement. Abrasion must be avoided by using a buffer, rubber or Hessian, between the tree and stake. The tree should be secured at a point just below its lowest branch, and also just above ground level; normally two ties should be used for tree. These should be adjusted or replaced to 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 application in rotation of the following fertilisers, every 15 days from the beginning of the monsoon till the end of winter: * 1. Sludge or organic well-rotted dry farm yard manure: 0.05 cum or tussle. * 2. Urea 25gm. * 3. Ammonium sulphate 25gm. * 4. Potassium sulphate 25gm. All shrubs, which are supplied pot grown, shall be well soaked prior to planting. Watering in and subsequent frequent watering of summer planted container- grown plants is essential. Shrub Planting In Planter Beds All areas to be planted with shrubs shall be excavated, trenched to a depth of 750mm, refilling the excavated earth after breaking clods and mixing with sludge in ratio 8:1 (8 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of sludge after reduction by 8%.) Tall shrubs may need staking, which shall be provided if approved by the Contracting consulting engineer, depending upon the conditions of individual plant specimen. I a Ariatas 70 2g Environmental Management Plan - Package I C Grand Trunk Road Improvement Project For planting shrubs and ground cover shrubs in planters, good earth shall be mixed with sludge in the proportion as above and filled in planters. Positions of planters shall be planted should be marked out in accordance with the architectural Org. When shrubs are set out, precautions should be taken to prevent roots drying. Planting holes 40cmdia. And 40cm deep should be excavated for longer shrubs. Polythene and other non-perishable containers should be removed and any badly damaged roots carefully pruned. The shrubs should then be set in holes so that the soil level, after settlement, will be original soil mark on the stem of the shrub. The holes should be back filled to half of its depth and firmed by treading. The remainder of the soil can then be returned and again firmed by treading. Grassing Preparation During period prior to planting, the ground shall be maintained free from weeds. Grading and preparation of the area shall be completed at least three weeks prior to the actual sowing. Regular watering shall be continued until sowing by dividing the area into portions of approximately 5m squares by constructing small bunds to retain water. These 'bunds' shall be levelled just prior to sowing of grass plants; it shall be ensured that the soil has completely settled. Soil The soil itself shall be ensured to the satisfaction of Landscape Architect to be a good fibrous loam, rich in humus. Sowing the grass roots Grass roots (cynodon dectylon or a local genus approved by the Landscape Architect) shall be obtained from a grass patch, seen and approved before hand. The grass roots stock received at site shall be manually cleared of all weeds and water sprayed over the same after keeping the stock in place protected from sun and dry winds. Grass stock received at site may be stored for a maximum of three days. In case grassing for some areas is scheduled for a later date fresh stock of grass roots shall be ordered and obtained. Execution Small roots shall be dibbled about 5cms apart into the prepared grounds. Grass will only be accepted as reaching practical completion when germination has proved satisfactory and all weeds have been removed. Maintenance As soon as the grass is approximately a 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-dressing of an ounce of guano to the square yard or well decomposed well broken sludge manure shall be applied when the grass is sufficiently secure in the ground to bear the mowing machine, the blades must be raised an inch above the normal level for the first two or three cuttings. That is to say, the grass should be cut so that it is from 4 to 5cms in length, instead of the 3cm necessary for 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 responsibility of the contractor. Any shrinkage below the specified levels during the contract or defect liability period shall be rectified at the contractor's expense. The Contractor is to exercise care in the use of rotary cultivator and mowing machines to reduce to a minimum the hazards of flying stones and brickbats. All rotary mowing machines are to be fitted with safety guards. 71 Environmental Management Plan - Package I C Grand 7runk Road Improvement Project Rolling A light roller shall be used periodically, taking care that the area is not too wet and sodden. Edging These shall be kept neat and must be cut regularly with the edging shears. Fertilisinq The area shall be fed once in a month with liquid manure prepared by dissolving 45gms of ammonium sulphate in 5 litres of water. Watering Water shall be applied at least once in three days during dry weather. Watering whenever done should be thorough and should wet the soil at least up to a depth of 20cms. Weeding Prior to regular mowing the contractor shall carefully remove rank and unsightly weeds. Maintenance Cu/tivating The Landscape Contractor shall maintain all planted areas within Landscape contract boundaries for one year until the area is handed over in-whole or in phases. Maintenance shall include replacement of dead plants, watering, weeding, cultivating, control of insects, fungus and other diseases by means of spraying with an approved insecticide or fungicide, pruning, and other horticulture operations necessary for proper growth of the plants and for keeping the landscape sub-contract area neat in appearance. Pruning and Repairs Upon completion of planting work of the landscape sub-contract all trees should be pruned and all injuries repaired where necessary. The amount of pruning shall be limited to the necessary to remove dead or injured twigs and branches and to compensate for the loss of roots and the result of the transplanting operations. Pruning shall be done in such a manner as not to change the natural habit or special shape of trees. tree Guards Where the tree guards are necessary, care should be taken to ensure that they do not impede natural movement or restrict growth. Two types of tree guards are proposed on the Grand Trunk Road, circular iron tree guards and barbed wire fencing, the specifications for which one given below: Circular Iron Tree Guard with Bars. The tree guard shall be 50 cm. in diameter. The tree guards shall be formed of (i) 3 Nos. 25x25x3mm angle iron verticals 2.00m long excluding splayed outward at lower end up to an extent of 10 cms. (ii) 3 Nos. 25x25mm MS flat rings fixed as per design (iii) 15 Nos. 1.55 metres long 6mm dia bars. Each ring shall be in two parts in the ratio of 1:2 and their ends shall be turned in radially for a length of 4 cm at which they are bolted together with 8mm dia and 30mm long MS bolts and nuts. The vertical angle irons shall be welded to rings along the circumference with electric plant 15 Nos. bars shall be welded to rings at equal spacing along the circumference of ring. The lower end of the angle iron verticals shall be splayed outwards up to an extent of 10cm. The lower end of the flat of lower ring shall be at a height of 45cm. and upper end of the flat of top ring shall be at the height of 2.00 metres. The middle ring shall be in the centre of top and lower ring. The bars shall be welded to rings as shown in the drawing. The entire tree guard shall be given two coats of paint of approved brand and of required shade over a priming coat of ready mixed primer of approved brand. The design of the tree guard shall be as shown in the drawing. 72 "ZZZ7V1 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Barbed Wire Fencing with Angle Iron Posts Materials: Barbed wire shall be as per IS-278. The angle shall be 40x40x6, free from rest, cracks and blowholes. Spacing of Post & Streets: The spacing of post shall be 3.00m centre to centre, unless otherwise specified or as directed by engineers to dimensions, which shall be nearest to the 3m. Last but one end post's and corner post shall be strutted on both side and end post on one side only. Fixing of post & struts shall be as shown in drawing the angle iron must be split at bottom end. Fixing Barbed Wire: The barbed wire shall be stretched and fixed in specified number of rows and two diagonals. The bottom row should be 14 cm above ground level and rest @12.5 cm centre to centre. The diagonal weir shall be stretched between adjacent posts from the top wire of one post to the bottom weir of 2nd post. The barbed wire shall be held by tearing the holes of 10mm dia in the post and tied with GI wire turnbuckles and straining bolts shall be used at the end post. Nursery Stack Planting should be carried out as soon as possible after reaching the site. Where planting must be a necessity and/or be delayed, care should be taken to protect the plants from pilfering or damage from people animals. Plants with bare-roots should be heeled- in as soon as received or otherwise protected from drying out, and others set closely together and protected from the wind. If planting is to be delayed for more than a week, packaged plants should be unpacked, the bundles opened up and each group of plants heeled in separately and clearly labelled. If for any reason the surface of the roots becomes dry the roots should be thoroughly soaked before planting. Protective Fendng According to local environment, shrubs shall be protected adequately from vandalism until established. Completion On completion, the ground shall be formed over and left tidy. I .a kccndte5 73 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project SPECIAL CONDITIONS AND PARTICULAR SPECIFICATONS. 1 Landscape Architect mentioned herein shall mean _ andlor any person nominated by him. 2. Wherever applicable, work shall be done according to C.P.W.D. specifications, in vogue, at the time of invitation of tender, 3. Water shall be made available, near the tube well at one point. Contractors shall make their own arrangement for drawing water from there. Water charges at of value of work done shall be deducted from the contractors Bills. 4. If electricity is required for the works, the same shall be made available at one point within the site of works, for which recovery @ Rs. per Kwh. Shall be made from the contractors bill. 5. The work included in the schedule of Quantities include grassing as well as planting of trees and shrubs. 'Contractors' quoted rates shall include execution of these works at different levels and nothing extra shall be paid for any item, for working at these levels. 6. The Contractor (s) shall not be entitled to any compensation for any losses suffered by him and/or revision in the rates originally quoted by him. a. On account unforeseen delay in commencing the work, whatever the cause of such delays be. b. On account of reduction in the scope of work. c. On account of suspension of work, or abandon after award of work. 7. The Contractor shall provide all facilities to Landscape Architect I Project Engineer and / or his authorized representatives to make frequent inspection of their Nursery and ascertain the process / quality of various categories of trees/plants etc., grown by them. 8. Contractors' quote rate shall include the cost of transportation of tools and plants to and from the site, sales tax, excise duty, octroi, etc. It shall be clearly understood that no claim for any extra payment on account of sales tax, excised duty, octroi etc., shall be entertained alter the opening of the tender. 9. The safe custody and up-keep of various categories of plants brought to site is the sole responsibility of the contractor and he shall employ sufficient supervisory personnel to ensure the safety of these items. 10. The site of work may be handed over to the contractors for shall work in phases, as soon as the same are available and the contractor in turn shall work in these areas forthwith. Nothing extra shall be payable for such phased execution of work. 11 While excavating I executing the work the contractors shall ensure that the existing cables I pipe lines I structures / fittings are not damaged and if due to his negligence, these are damaged, the same shall be set right with no extra cost to the clients. 12. The Contractor shall co-ordinate his work with other agencies employed by the Clients and ensure that the work of other agencies are not hampered in any way during the duration of contract. 13. The Contractor shall keep the site of works neat and clean during the execution of the work. Any debris found at or near the site of work shall be moved immediately as and when so required by the landscape Architect / Project Engineer. 14. On completion of the work, the site of work shall be thoroughly cleaned and all debris removed before the work is handed over satisfactorily. 7LaZ 74 Environmental Managernent Plan - Package I C Grand Trunk Road Improvement Project 15. The Contractors shall, without any additional charge to the clients, renew or replace any dead or defective plants/grass and shall fully maintain the whole landscape for a period of 12 months after the certified date of completion. 16. "General condition of contract and standard contract Forms of shall also form part of the contract. 17. Trees shall be of minimum length as specified in the schedule of quantities and shall be straight and symmetrical with a crown and having a persistent main stem. The size of crown shall be in good over all proportion to the height of the tree. 18. Small trees and shrubs shell be well formed with the crown typical of the species or variety. 19. GENERAL REQUIREMENTS OF PLANTS: * Plants shall be typical of their species and variety, well-developed branches, and well foliated with fibrous root system. Piants shall be free from defects and injuries. Plants shall not be pruned before planting. * Plants shall be free from defects and injuries. * Plants shall not be freshly dug and nursery grown. * Nursery grown plants shall have been at least once transplanted. Bark shall be free from abrasion. All trees, soon after planting, shall be properly supported with bamboo stocks to ensure their safety against winds or any other factor, which may affect it adversely. * 20. PROTECTION OF "TREE TO BE PRESERVED" * The contractor shall be responsible for the protection of tops, trunks and roots of existing trees on site. Existing trees subject to the construction damage shall be boxed, fenced or otherwise protected before any work is started. * 21. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTILISERS a EARTH: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum, shingles, rocks, stones, building rubbish and any other foreign matter. The earth shall be free from clods or lumps of sizes bigger than 50mm in any direction. It shall have pH ranging between 6.5 to 7.5. * MANURE: Manure shall be of well decayed organic matter obtained in dry state from the Municipal dump or other similar source approved by the Project Engineer. The manure shall be free from earth, stone or other extraneous matter. Manure shall be supplied, at site well screened. e FERTILIERS: If the soil tests indicate pH value not as per the above specification namely between 6.5 to 7.5, following measures need to be taken. * If pH exceeds 7.5, aluminium sulphate or equivalent fertilizer should be added at the rate of 1 kg per cubic metre to lower the pH by one full point. * If pH is below 6.5, add ground limestone or equivalent fertilizer at the rate of 1 kg per cubic metre to raise pH by one full point. 75 'cZZIDD,~ a E uUn~ Lea Associates South Asia Pvt. Ltd. Lea Associates New Delhi . /D ozN,77C Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix I Methodology and Techniques for Tree transplantation BACKGROUND "Transplanting consists in lifting plants bodily from their positions, removing them from more desirable or agreeable places & replanting them in new & better soil." Season for planting & transplanting shrubs or Trees The best season for planting or transplanting shrubs & trees vanes in different parts of our country. Hot weather is generally avoided, as the risk of plants not establishing is great. In places where rainfall is moderate, the beginning of rainy season is the best suited time for transplanting. Plants which are natives of cold countries & which grow vigorously in the cold season such as Rose, do better when planted out during close of Rainy season. In severely cold places like in northem parts of India, the operations are best carried on during the end of the dormant season about the end of February. All Robust plants may be planted or transplanted during any part of the year, with proper attention being given to several details of the operations. THE TRANSPLANTING SUCCESS Transplanting involves to some extent at least a disturbance of plant's root system. There is a loosening of its attachment to the soil & progressive activities are arrested for the time being. Thus transplanting is a rather violent operation, considering the standpoint of the plant. And is required to he done with great care to be successful. Care is therefore to 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 dependent upon the nature & structure of the plants themselves & some on the prevailing weather & climatic conditions. Soft-wooded plants transplant better than hardwood plants. Plants in dormant state transplant better than those in active growth. Young plants established sooner than old ones. (Refer article Transplanting Shocks: Large tree vs. Small Trees) All plants transplant better with a mass of original soil intact around its roots, which should be disturbed as little as possible. As the roots, till they establish themselves in 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 transplanting operations. Evening are better suited than morning or afternoon, as plant refresh themselves during the cool hours of the night. To overcome the dangers of transplanting the soil is well prepared & kept moist, not allowing it to run dry, part of the top of the plant is removed usually to minimise loss of water by transpiration. Some time shade is provided till the plants are established. Overhead watering by means of spray during the hot hours or occasionally when the leaves wilt, refreshes the plant to a great extent. I-.a Environmental Management Plan - Package I C Grand Trunk Road Improvement Project The stems & branches of transplanted trees are wrapped with straw which is kept moist by spraying water on it to remove loss of the water by the plant as much as possible. If the soil is bad below, it is replaced with a mixture of three parts of manure, two parts of black fertile earth or Loam, and one part of sand for better growth of trees. If the soil is fairly good, only manure is mixed with it, in case soil is heavy sand and manure is added to it. Transplanting of fully-grown trees can only be successfully done with the help of machinery, such as the tree lifter, and hence it is rarely attempted in private gardens. Success rate of trees having truck diameter less than 1' would be 90% Success rate of trees having trunk diameter above 1' to 2' would be 60% Success rate of trees above 2' trunk diameter can only guaranteed for specific species, in specific transplanting season provided that the surrounding conditions like soil & weather of the relocated tree are also taken into consideration. Transporting or shifting of trees on trailer away from the existing location reduces the chances of success as the trees take more time to set in new conditions, transport may damage root system & trees are required to be cut down in size to make shifting possible through the road. A tree regains its original shape with in 4 to 10 years depending on the trunk diameter. Thumb rule is 6" tree regains it original shape in 6 x 12 months. Maintenance or Watering of trees is done till one or two monsoons -We advice maintenance till the 1St monsoon after transplanting in area where monsoon is good or moderate. METHODOLOGY Transplanting of young trees and shrubs is done in the following manner: The plants have to be lifted with as many roots as possible and replaced in fresh soil with the least possible delay. For this purpose a trench 45 to 60 cms in width which is wide enough for working conveniently is opened out in a circle at a suitable distance away from stem, This operation is generally called as "Side trenching", which may vary from 4'to 10' according to the size of the tree or shrub, the soil is gradually removed in the trench approaching the centre of the circle as it descends, thus securing the ball of earth in the shape of an inverted cone. Care is taken not to injure the roots that cross the trench: these are clean sawed or cut with secateaurs, if small enough at the outer edge of the trench. The tap root is also severed. With long crowbars the ball of earth holding the roots is gently lifted and loosened from its attachment with the rest of the soil. When the trench is sufficiently deep, the diameter of the ball of earth may be reduced to a convenient size with a fork, leaving the protruding roots uninjured. The rootball are continuously kept moist to keep tree active in new root growth & sprouting. If one is definite of success, the transplanting may be made safer thus: The ball of earth may be got ready in two stages, The roots may be severed on one-half of 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 sufficiently recovered from the shock of cuts & can be safely lifted & transplanted. All the roots with jagged cuts or bruises on them are clean cut back to 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 evaporation from the leaves. Therefore leaf surface of the Tree is La az Environmental Management Plan - Package / C Grand Trunk Road Improvement Project reduced to limit transpiration, it is called "defoliage of tree"; the tree is cut back, if necessary, to concertrate the sap at the roots for formation of new roots to establish the tree. "Heading in" or cutting the top is most desirable in many species. If the tree has -several strong branches starting from this leader, each a smaller branches may be cut back to half a dozen or more buds, -according to the tree; if there are only few branches, they may be reduced by one- thirds of their length maintaining its natural shape. The heading in done because first to keep balance between root system & the canopy (System underground & above ground should be same to reduce stress on either of it.) The cut surfaces are all covered with a paste "Waxing" mixture of water soaking & insecticide liquid to prevent evaporation & to prevent fungus & insect attacks. The tree is then bodily lifted taking care not to break the ball of and not to bruise the bark of the stem in the operation. This is called "Transplanting of Trees" If the ball of earth may happen to be too large to prevent the earth from slipping away, it is tied with sacking or straw. Replanting is done to the same original depth if not 3 to 5 cms deeper. It is not safe to place any fresh manure in contact with the roots. If by chance the earth breaks away from the roots, these are immediately smeared well with a thin paste of 2/3 clay and 1/3 fresh cow dung and water and soaking spray of a fungicide is desirable. The entire plant is then lowered into the hole prepared for 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 & protected from cattle by a tree guard. The stem may be advantageously wrapped round with moist straw to limit loss of moisture from the tree, The tree is then copiously watered soon after planting, so that the entire ball of earth & the new soil under it, are well moistened. After such liberal watering, it may not be necessary to water again for another three days or so. But the tree may be refreshed by spraying on it clear water. It might be provided with shade if the sun is severe. The ground around the stem is watered freely every week or so, in the absence of rain. Too much water is not however to be applied, forming puddles at the bottom of hole in which the tree is planted. Throughout summer, the transplanted tree should get its regular water supply, the soil being soaked through at each watering & not merely sprinkled on the surface. As the surface layer of earth is drying up each time after watering, it may be stirred to depth of.2 to 10 cms, forming mulch. This retards loss of moisture from the soil by evaporation & the tree is enabled to get the full benefit of the water supplied. It is advisable to carry out all above operations in consultation with & under supervision of experienced horticulturists as soil strata, weather conditions, the plant characteristic & root systems may differ from place to place, Thus requiring modification in the transplanting operations. Lea Aciat.s Wc,0 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project TRANSPLANTING PROCEDURE CHECKLIST 1. Avoid mechanical damage and dehydration during transport. 2. Avoid planting when weather is hot, dry, and windy, especially with plant material in full leaf. 3. Make sure planting pit is at least twice as wide as root ball. 4. Remove all wire, rope, twine, etc. from root ball. 5. Prune the tree or shrub. 6. Use a light, well-drained backfill material with plenty of organic matter. 7. Make sure the tree or shrub is planted high, 2 to 4 cms below surrounding grade. 8. Water the plant, using a hose as a probe to eliminate air pockets. 9. Mulch the planting area 3 to 5 inches deep. 10. Wrap tree trunks with tree wrap. Remove the following spring. 11. Stake and guy trees. Remove the guys after one year. 12. Water the plant carefully throughout its first growing season. I sA AIJt@5 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix 2 Trees for Transplantation I Pa Msriales 2xZ=7 i Concised Chianag vise List of Suitable Trees to be transplanted. Package Suitable for Chain age Suitable for Landmark I Remark .Trar-splantation Transplantation North kms South IC 0 1 3301 331i 28 ______ 0 i3311 332) 0 0 1 3321 3331 15 0 1 3331 3341 49 t 0 | 334j 335! No Trees 0 1 335) 336) 33 0 3361 337 0 j 0 3371 338 0 By Pass BAKEWAR o 3391 340 0 0 13401 3411 0 0 i3411 3421- 21 0 1 .3421 3431 O 0 0 343) 3441i 0 '_I I _0 _3441 34511 0 UJHAYANI I 0 3451 346 , iByPass MAHEWA | 0 346 3471 0 ANANTRAM 0 3471 348 . 0 0 348 349 0 . 0 349) 350p 0 __ 0 3501 3511 25 0 _3511 3521 0- 0 - 3521 353 _ 49 _- ________ 0 353 354 0 i -- |____ _ | 0 354 355 0 ! | _____ _ _0 355 356 0 By Pass _______ 0 356) 357 0 BABARPUR i_______ 0 3571 358 0 AJITMAL l~~~~ I____ 0 3581 359 0 i_____ 0 359! 3601 39 !Not Marked ! 0 3601 361 0 1 i 0 3611 362 0 __ 1 0 3621 3631 0 i 1______ 0 363l 364 0 By Pass VIKHEPUR _ 0 3641 365 0 MURADGANJ ________ 0 3651 366 0 ________ 0 366) 367 0 0 1 367) 368) 33 )Not Marked I 0 j 368) 3691 51 Not Marked - I -- 0 i369) 3701 48 INot Marked 1 77 1 3701 3711 134 INot Marked 1 70 i3711 372) 72 'Not Marked -____ I_ 74 i3721 3731 50 INot Marked ! 28 | 373 374) 82 iNot Marked i 1 0 13741 3751 77 1f Not Marked 75 1 3751 376! 25 I Not Mharkced 37 1 376 j 377il 47 .Not Marked . 20 i3771 3781 1 5 :Not Marked . 53 1378i~ 379l 0 'Not Marked i No Tree I 3791 3801 97 ,Not Marked AUREYYA I Concised Chianagewise List of Suitable Trees to be transplanted. Package ISuitable for Chain age |Suitable for Landmark I Remark _Transplantation Transplantation North kms South j 0 I 3801 3811 0 iNot Marked 35 | 3811 3821 6 16 Marked 35 Not Marked 65 ! 3821 3831 108 1108 Marked 21 1 3831 384 0 1 79 1 3841 3851 44 144 Marked 1 95 1 3851 3861 0 l I 0 I 3861 3871 25 25 Mr k ed LLI 38 1 0 1 3871 3881 0 l 0 _1 388 3891_ 0 i ~ 0 1 3891 3901 0 _ | 0 1 3901 3911 0 = | 0 0 1 3911 3921 0 i I ._0 1 3921 393 0 I 0 1 3931 3941 0 l Total 739 1 1 j 1173 I |Gr Total 1839 1 i i 1434 X 3273 41.f Detailed Statement of trees Suitable for Transpalntntion Package IC(321.10 to 393.00) Chain - I TI Tree I|RoadSidelTree )Forest I 'o Age iSideiGirth !Hight'AgeI Distance [Species:No Remark Kms I N/S I ft I Yrs IMtrs I I ' 1 | 2 |3 4.00 5 1G 7 |8 191 10 ? 1!327-328 jS I4.97i 25! 201 8-15jShisam I 21327-328 IS I 3.931 25! 161 8-15 Shisam I 3;327-328 jS 3.141 25i 131 8-15)Shisam I 41327-328 IS I 3.14L 251 131 8-15 Shisam I- 51327-328 IS I3.401 251 141 -S15 Shisam I 61327-328 IS |4.191 251 171 8-15)Shisam I__ 71327-328 IS j 4.191 301 171 8-15IShisam I I 81327-328 IS 4.971 401 201 8-15IShisam I 91327-328 S I 4.971 401 201 8-15iShisam | 10j327-328 IS I 4.711 401 191 8-15IShisam I t11327-328 IS 1 4.971 301 201 8-151Shisam I 121327-328 IS L4.451 301 181 8-15iShisam 13)327-328 )S 5.761 35i 231 8-15 Shisam I 14j327-328 )S 6.81) 35i 271 -15 Shisam I 151327-328 S 3.401 251 141 8-15 Cassia I I 161327-328 S 1 3.671 25{ 15j 8-15 Cassia _ _ __- 17)327-328 S j3.40) 25i. 14j 8-15|Cassia I__ ___ 18-I327-328 S I 4.19) 301 17) 8-15)Shisam I I 191327-328 IS 3.931 301 161 -l1Shisam | I 20)327-328 IS 13.401 201141 SA51Cassia I 1 211327-328 IS | 7.59) 351 301 8-151Shisam I I 221327-328 S 4.71 200 19)g 8-151Shisam 1 l 231327-328 S 9.421 401 381 8-15|Shisam |__ i241327-328 S 5.501 301 221 8-151Shisam I 251327-328 IS 15.761 25j 231 8-15iNeem I 261327-328 S f 9.421 401 381 8-ISlShisam I 271327-328 IS | 3.671 30' 155 815 Mango | 28j327-328 tS 4 5.50) 25s 221 8-15INeem I I 29'327-328 IS 3.931 200 16) 8-15)Neem I I 30)327-328 IS 5.76) 401 231 8-15)Shisam I I 31 327-328 S 3.67 201 15i 8-15IShisam I I X - 325327-3 S 4.71) 251 19 8-15|Shisam I 331327-328 IS 3.401 201 14 8-15 Cassia I 341327-328 IS 1 8.901 40! 361 8-15 Shisam I 351327-328 IS | 3.141 201 131 8-15 Shisam I 361327-328 IS 1 4.451 301 18i 8-15iiShisam 370327-328 I Is 4-19) 301 171 8-15IMango I 381327-328 IS 5 6.811 35i 271 8-15 Mango 391328-329 IS 9.421 401 381 8-15jShisam I 401328-329 IS 1 3.931 251 161 8-i151Cassia I 41 1328-329 iS 1 3.401 251 141 8-15 Cassia I 42:328-329 iS 4.19i 25i 171 8-151Cassia ! 43:328-329 IS I 5.501 25 22) 8-15;Cassia 44;32S-329 S I 3.671 20 15i &15!Shisam j 45i328-329 iS 1 3.401 25 14i 8-15iShisam i Detailed Statement of trees Suitable for Transpalntation Package IC(321.10 to 393.00) 42 - ffi { I Tree jRoadSideiTree |Forest 44 ! {Side Girth !Hight:Agei Distance ISpeciesiNo iRemark ms N/S j ft I Yrs I Mtrs i 1 w jF 2 1 3 14.00i 6 6 7 8 1 9_1_10 VWj 328329 IS I 3.40j 25. 14 8-S15lShisam ! 328-329 IS 4.971 35i 201 8-15!Mango 1 I r s 328-329 S | 6.281 35i 251 8-s15jMango __I 91328-329 S I 4.971 35j 201 8-15IShisarmd I __ __________ 5, 1328-329 IS 1 4.711 35i 191 8-15INeem I 51j328-329 |S 3.67! 30! 151 8-151Neem| . 52|328-329 IS |5.501 301 221 -s15iShisam I '53j328-329 IS 6.28! 301 251 8-151Shisam i r 541328-329 IS 4.19! 25 171 7 8-15!Neem I . 55j328-329 IS | 7.591 401 301 8-15iShisam | 561328-329 IS I7.33i 351 291 8-151Neem j I 57 328-329 S j6.021 401 241 8-15Mango 58 328-329 S I 7.07j 401 281 8-15IShisam 59 328-329 1S 4.711i 251 191 8-151 Mango I 601328329 I S |3.671 301 151 8-15 Shisam I 611328-329T S_ 4.711 301 191 8-15 Shisam I 621328-329 lS 1 7.591 351 301 -15 Shisam_ 631328-329 IS 1 7.591 35; 301 8-15iShisam I I 64138329 S 9.421 401 381 8-15iShisam __ 65|328-329 S 4.19! 30i 171 8-15IMango i 6613W§29 S ] 3.931 301 161 8-11IMango 1 -9 328-329 S 4.45! 35! 181 8-s15Shisam I 681328-329 IS 4.711 201 191 8-15iMango I 69 328-329 IS 6.55i 30! 26 8-15iNeem _ 70 328-329 S I6.28j 40! 251 8-15 Pipa! I 71 32-329 I s 6.28i 301 251 8-15!Neem I_ i 72j328-329 IS 3.93! 40i 161 8-15IShisam I 731328-329 S 4.711 40! 19j 8-15!Shisam I 741328-329 S 3.40! 30! 141 8-151Mango I 751328-329 S 4.97i 30! 201 8-15IMango I 761328-329 S 4.191 301 171 8-15IShisam I I 771328-329 IS 7.07j 301 281 8-15IShisam I_ I 781328-329 IS 3.671 25' 151 8-15IShisam tI _ 791328-329 IS I 3.67! 201 15! 8-15ICassia I 801328-329 IS 43.14! 20! 131 8-15!Cassia I 871325-329 15 I 3.674 25i 151 8-15'Shisam I 821328-329 IS I6.559 40i 261 8-15CShisam I 831328-329 S |- 5.241 35i 211 B-15IShisam I 8941328-329 IS 3.40! 20' 141 8-15ICassia I i 851328-329 lS I 6.281 401 251 8-15IShisam 86i328-329 IS 4.191 20i 171 8-15 jCassia I 87,328-329 IS I 3.40: 20: 141 8-15iCassiaI 88;328-329 ,S 4.971 20T 201 8-151Cassia 89M3S-329 IS 3.401 20, 141 8-15iCas-sia 1 901328-329 I S I 6.81, 40, 271 8-15,:Shisam 1 Detailed Statement of trees Suitable for Transpailntation Package IC(321.10 to 393.00) Sr IChain - I Tree IRoadSidelTree Forest No !Age !Side)Girth IHightlAgel Distance !Spuicies,No IRemark I Kms INIS I ft I Yrsl Mtrsi I I 1 2 j314.00 16 1 61 7 1 8 9 10 911328-329 jS 3.671 201 151 8-15jNeem ! i 921325-329 SI 3.40! 201 141 -s15[Neem I l 931328-329 IS 14.451 401 181 -8-1IsShisam I___________ 941328-329 S I 4.191 251 171 8-15|Neem I 951328-329 IS 1 5.241 50! 21 8-15Shisam _ 961328-329 IS 3.671 201 151 8-s15IShisam I _ 971325-329 IS { 5.761 401 231 -15 Shisarn | I 981328-329 IS 1 7.071 401 251 8-ISIShisam [ 991328-329 IS 4.451 401 181 8-15 Shisam i 1001329-330 IS | 4.451 301 18| -15IMango | 1011329-330 IS 3.141 251 131 8-15IKarani I I 102 3 s 4.191 25! 17! 8-IKaranj I 1031329-330 IS | 5.761 .251 231 8-151Karani I t 1041329330S 1 4.711 25! 191 8-15 Karanij 105 329-330 IS 5.761 25j 231 8-15 Karani I 1061329-330 iS I 3.141 251 131 8-15 Karani I 1071329-330 S I 3.141 25!. 131 8-l5Karanj |I_ 108 3290330 S 1 3.401 25 141 8-15 Cassia I 1091329-330 S 13.671 251 151 8-15Cassia I 1 1101329-330 S 1 6.281 251 251 8-15iMango I i 111 329-330 S 3.671 30 15j i-1'Shisam I 112 329-330 S 4.191 30 171 8-15 Mango I 113 329-330 S 3.671 25. 151 8-15 Neem I 114329-330 S 1 3.931 251 161 8-15!Neem I__ 115329-330 S 1 6.28! 35! 251 8-15IMango 116129-33O j IS 13.14 20 131 8-15ICassia 117 329-330 S R 1251 151 8-15jShisam 1181329-330 S 14.191 201 171 8-s15Cassia 119 329-330 S 4.711 251 191 8-15 Mango I 120 329-330 IS 7.331 401 291 -15 Mango I I 1211329-330 IS 6.021 40! 241 8-15!Mango I 1221329-330 S | 6.02! 35 241 8-151Mango I 1231329-330 s | 5.241 35! 21! 8-i5 Karan - 1241329-330 IS 3.401 25' 14 8-15 Shisam I I 12513290330 IS 6.281 251 25[ 8-iSCassia I I 1281329-330 5 1 6.28! 201 251 8-s15Cassia I I 1271329-330 IS 1 8.381 401 341 8-s15IMango I i 1281329-330 S1 I3.401 301 141 8-15IMango I 129 329-330 5 5.24! 35! 21! 5-15IMango I I 130 329-330 IS I 3.141 351 131 8-15lNeem I 131 329-330 s 6.281 301 251 8-15[Mango I 1321329-330 S I 681! 401 271 8-151Mango 133(329-330 IS I 4.451 35! 158 8-15IShisam 1341329-330 S 1 6.511 35! 271 8-15 jMango 1351329-330 IS ! 3.931 251 161 8-15!Mango i Detailed Statement of trees Suitable for Transpalntation Package IC(321.10 to 393.00) Sr iChain - | I Tree IRoadSidelTroe IForest i No 'Age ISideiGirth IHightlAgel Distance ISpecies,No Remark I Kms I NIS i ft fYrsI Mtrs 11 2 l 314.0016 | 6 1 7 8 9 10 136i329-330 iS 15.501 251 22! -i15[Mango j I 1371329-330 IS I 3671_ 251 151 -i15ICassia 1381329-330 IS | 4.191 251 171 -15 Jamun 139I329-330 5 I 7.331 301 291 8-15IJamun i 1401329-330 15 7.331 351 291 8-15 Jamun I _ 1411330-331 IS 1 8.381 351 341 8-15IJamun I I 142!330-331 IS | 8.121 351 321 8-15IJamun I_I 1431330-331 IS I7.591 35 301 8-15IJamun I __ 1441330-331 IS I8.641 351 35i 8-15IJamun | 1451330-331 5 7.331 251 291 8-1 iCassia 1461330-331 11 3.671 301 151 8-151Shisam I I 1471330-3311S1 7.591 301 301 815IJamun I _ _ -- 1481330-331 IS 6.811 301 271 8-15IJamun I 1491330-331 jS 1 6.281 301 251 8-15 Jamun t 15013303331 sj__ 4191J 301 171 815 Jamun I I 1511330-331 IS 3.931 301 16 -i15 Shisam I 1 1521330-331 IS 6.811 301. 271 8-15IJamun I _ 153j330-331 IS I 6.551 301 261 8-15 Jamun 1541330-331 S 14.711 301 191. 8-15 JamunI 15S1330-331 S I 6.81 351 271 8-15IShisam I 1561330-331 IS 6.811 351 271 &15 Jamun 1571330-331 IS 3.401 251 141 815IShisam I 1581330-331 S 1 8.381 401 341 8-15IShisam I| 1591330j331S I 3.671 201 151 8-15 Cassia I | 1601330-331 I S 3.671 201 151 8-15Cassia I 161 I l-331_ S 4.711 25! 191 8-15 Mango 1621330-331 IS 5.501 301 221 8-15iMango I 1631330-331 Is 8.381 351 341 8-15IMango 1641330-331 S I 3.401 251 141 &158 cassia I I 165j330-331 S S 15.241 401 211 8-15jMango I __ 1661330-331 S S 14.971 401 201 8-151Mango _ 1671330-331 S 4.191 351 171 8-15IShisam I I 1681330-331 S 1 3.141 301 131 8-15IShisam I 169330-331 S 16.281 30i 251 8-15Mango 1 1701333-332 IS - 8.641 301 351 8-15IJamun I I 1711333-332 S 17.591 301 301 8-15iJamun I 1 1721333-332 5 I 7.331 301 291 -i151Jamun I I 173 333-332 S I 7.071 301 281 8-15 Jamun I 1741333-332 I I 6.551 301 26 8-S15IJamun I 175j333-332 is I 7.851 301 311 8-15 Jamun 1761 333-332 Is S 16.551 301 261 B-151Jamun I 1771333-332 1S 1I8.121 301 32! a-151jamun ; 1781333-332 S j3.931 301 16; 8-15JJamun 1 179;333-332 iS ,'7.071 301 28! 8-15IJarnun I 180;333-332 IS 1I7.071 30! 28i 8-15!Jamun I I Detailed Statement of trees Suitable for Transpalntation Package IC(321.10 to 393.00) Sr Chain - Tree 1RoadSideITree tForest No Age iSide .Girth ,Hight Ageli Distance !SpecieslNo ARemark Kms NIS i ft Yrs Mtrs 1 2 3 4.00 6.6. 7 8 9 10 181,333-332 ,S I 6.81 30, 27i 8-15ijamun 182:333-332 !S 7.851 30: 311 8-15!Jamun t__ 1833333-332 IS 7.07; 30: 281 8-15iJamun i_! 18 4:333-332 iS 1 6.28 30 251 8-1 5jMango 1851342-341 iS 7.85i 40 311 8-15ISisham I _ 186;342-341 S I3.93' 40! 161 8-15iRaintree ! 187,342-341 'S 4.451 401 181 8-15jRaintreej _ 188&342-341 IS 4.191 251 171 S-1iSNeem i 1891342-341 S i 8.38i 40: 34j 8-15lSisham ___ 190;342-341 !S 8 8.121 40 321 8-15lSisham __ i 191 1342-341 iS I 6.021 451 24! 8-15iArduso ____ 1921342-341 iS 4.45! 40! 18! -15i1Raintreei 193:342-341 IS j 4.45! 401 181 8-15iRaintree i 194!342-341 IS i6.28' 40i 251 8-15IRaintreei 1951342-341 ,S i3.931 30. 16I 8-15IPipal I 1961342-341 IS 4.19i 33_ 71 8-15iRaintreei 197'342-341 IS 6.28' 40! 251 8-151Sisham I 198i342-341 iS 16.281 401 251 8-15ISislharn 199!342-341 ' I 5.76i 35! 23! 8-15ISisham. 200 342-341 IS 3.141 30j 131 8-i15Raintreej 201!342-341 iS _! 4.71: 301 19! 8-5IMango j 2021342-341 IS 1 7.07t 301 281 8-15IMango 2031342-341 IS ! 4.711 301 191 8-15!Sisham i 204342-341 IS 1 5.76! 30¶ 23! -151Raintreel ! 205.342-341 IS I 5.24. 25!, 211| 8-i5S.Mango 206 351-350 IN i4.71! 251 191 8-15:Sisham i _i 207'351-350 IN I 3.671 151 15j 8-15:Sisham _ 208'351-350 IN I 4.45;' 251 18! 8-15lSisham I 209'351-350 IN I 4.711 25! 19! 8-151Sisham i 210 351-350 IN ! 3.93; 35i 161 8-15!Sisham I I 211351-350 IN | 5.50 351 221 8-15ISisham I 212351-350 IN ! 6551 35' 261 8-15lSisham i 213,351-350 IN I 4.19! 301 171 8-15,Sisham i 214:351-350 IN ,4.45 25, 181 8-15iSisham 1 215.351-350 IN 1 3.40! 251 141 8-15!Sisham j 216.351-350 'N 5.50! 30! 221 8-15iSisham 217:351-350 IN 3.67. 30i 15! B-15Mango I 218 351-350 IN I 3.40! 30, 14! 8-S51Mango 219!351-350 iN 4,97, 30 201 8-15lSisham i 220 351-350 IN 5.50i 30i 22! -15iSisham i 2211:351-350 IN 6.28 30 25 8-15;Sisham 222:351-350 .N 6.28 30i 25'~ 815'Sisham 223 351-350 IN ;7.07; 25't 28j 8-15:sisharn. 224 351-350 'N -3.93;~ 30i 16~ 815'Sisham 225 351-350 :N 4.71 25: 19: 815 Sisham Detailed Statement of trees Suitable for Transpalntation Package IC(321.'rO to 393.00) Sr Chain - Tree RoadSideiTree :Forest No Age iSide,Girth -Hight;Age Distance- ISpecies,No Remark Kms NIS 1 ft Yrs; Mtrs ! 1 - 2 3 4.00 -5 6 i 7 8 9 10 226 351-350 jN 5.76: 351 23 8-15:Sisham 227:351-350 IN !4.71; 30! 19! 5-15!Sisham 228:351-350 IN I4.19 30! 171 8-15!Sisham 229:351-350 iN 7.33' 30 29 8-15!Sisham 230'351-350 N 5.24_ 303 21! 8-15'Sisham 231:353-352 S I7.33' 35! 29! 8-15iSisham I 232;353-352 IS 3.93 30 16 8-15iSisham 233 353-352 IS 3.14 25i 13! 8-15tSisham 1 234 353-352 IS 4,71! 351 19! 8-151 Neem 235! 353-352 IS 1 5.24i 35 ' 21 8- 15i Neem 23S,353-352 IS 1 4.45, 301 18! 8-15iSisham 2371353-352 iS I 4.19' 251 171 8-15jCassia 238;353-352 IS 5.24! 251 21! 8-15iSisham 239!353-352 IS i 7.591 30! 30' 8-15iMango I 240:353-352 IS j 6.02! 30i 24[ 8-1 SSisham i 2411353-352 tS i 3.93 25i 161 8-15!Mango i 242 353-352 IS I 3.14i 251 13! 8-15INeem 243!353-352 IS 65.24i 25! 211 8-115Sisham 2441353-352 IS !5.24' 30! 211 8-15ISisham 245!353-352 IS ! 6.55; 35i 26' 8-15ISisham 246!353-352 IS i 3.671 30ij 151 8-15iSisham 2471353-352 IS 3.93, 30i 161 8-15iSisham 2481353-352 S I4.45 30j 18! 8-1 5Sisham 249:353-352 tS t6.02 301 24: 15-iSisham 250.353-352 IS 4.71 25! 19! 8-15iSisham 251.353-352 ! 4.71 20! 19! 8-15!Cassia 252:353-352 |S I 4.71, 20! 19 8-15iCassia 253 t,353-352 IS I5.24: 301i 211 8-15 'Sisham 254'353-352 is _ I7.07~ 351 28! B-15iSisham! 255,353-352 Is i 4,7 5 0 -5Sisham 256'353-352 IS 1 4.451 20; 18: 8-1 5Cassia! 1257.~353-352 jS I 4.71. 30; 19! 8-15;Sisham 258! 353,352 IS i 445; 25, 18 i 8-1 5;Sisham 259;353-352 jS 5.24 35w 21, 8-15iSisham; 260 353-352 IS j4.97 30' 20i 8-15;Sisham: 2-f651 3 53- 3 52 IS I 6.55. 30; 26i 8-15!Sisham 262 353-352 ,S 4.45; 30'~ 1 8: 8-15;Sisham 263 353-352 IS I 7.85. 35: 31! 8-15iseee 24353-352 !S '5.24; 35, 21i &15;see 265 353-352 IS 4,71: 35~ 19i 8- 15; Rai ntree 266 353-352 j S 7-4.71 25 19i B-15!Sisham 267 353~-352 :S 4.19 30 17: 815rSisham 265 353,352 'S 3.93 30 16 ro 815 Cassia 269 353-352 S 4.19 25 17 8-15:Sisham 27_0 353-352 IS 5.24 35 21 8-15 Sisham Detailed Statement of trees Suitable for Transpaintation Package IC(321.10 to 393.00) Sr iChain - Tree RoadSide'Tree iForest No lAge !SideiGirth 'Hight.Age: Distance SpeciesiNo Remark Kms NIS ft ' Yrs I Mtrs I 2 3 4.00.5 6 i 7 8 9 10 2711353-352 S I 5.76 35. 23~ 8-15iCassia I 2721353-352 1S i 4.45 25i 181 8-151Sisham i 2731353-352 IS I 4.19 30' 171 8-15iSisham ! 2741353-352 IS 5.50, 30. 221 8-151Sisham 2751353-352 ,S !6.02: 30: 241 8-51 Sisham 2761353-352 I,S I 6,28 30i 25i 8-15ISisham 2771353-352 S i6.28 30 i -25! 8-15!Sisham 278i353-352 !S ,6.81; 35i 271 8-15,Sishamr 279 353-352 IS S 4.19, 351 17i 8-15!Sisham 2801382-381 iS S 3.40. 25i 141 8-151Shisam j 2811382-381 IS 1 3.67 254 151 8-151Shisam I 2821382-381 IS 7 3.93' 25i 16j 8-15INeem 2836382-381 IS 73.147 25! 130 8-15iShisam 2841382-381 iS 3.671 251 15i 8-151Shisam 2851382-381 5! i 7550, 301 223 8-15!Shisam 301382-381 IS 4.7.5 30! 19, 8-151Shisam u 2871382-381 Si 5.24i 47 3 21' 8-15iAjun 2883382-381 ,S 5.248 401 21 8-i151Ajun 12891382-381 IS 5.76! 403 238 8-15Amun 1291 J382-381 iS I!4.97!i 401i 20, 8-151,Shisam I 12921382-381 ,S 4.497 301 201 8-15IShisam I 2931382-381 S ' 6.281 35! 257 8-15Armun 12941382-381 ,S i i4.19i 3 51 171 8-15iAdjun 1 2951382-381 S I 9.691 35 il39! i 8151,Arjun 2961382-381 i'S i 8.64i 30i 35i 8-15',Jamun i ' 12981382-381 1 S 1I7.85~ 35i: 31i 8-15!Jamun i 1299',382-381 IS !6.28i 35i 251 8-151Jamun 3001382-381 'IS I6.02i 351 24; 8-15!Jamun' 3011382-381 ,S I8.12. 350 32' 8-15IJamun 3021382-381 1S 76.28'3 30_ 29' 8-151Jamun I 13031382-381 jS 1i6.55! 351 261 8-15!Jamun 13041382-3^81 i S i15.76; -35. -23 8-151Shisam; 3051382-381 IS i!7,59. 30 301 -8-1-5jJamun, 306 i382-381 fS '7.07: 30 28~ 8-15!Jamun 307!382-381 ,S 4.13- 251 17, 8-15iJamun 130813821-381 jS I7.5gi 351 30i B-15,;Jamun 3091382-381 gS I!7.85: 35' !_311 _8-15!Jam_un_ 31 0!!382-381 S j7.33.35' 29! 8-151,Jamun 13111382-381 ,S !7.85. 35: 31! 8-15':Jamun 312 i!382-381 'S i|7.07, 35, 28' 8-15'Jarnun 313; 382-381 S !6.81, 30+ 27:t 8-15 Jamun 314!382-381 ,S 8.120 30~ 321 8-15IJamun 315 382-381 S 7.33 30' 29~ 8-151Jamun Detailed Statement of trees Suitable for Transpaintation Package IC(321.10 to 393.00) Sr Chain - . Tree iRoadSideVTree Forest i No 'Age ;Side 1Girth HightliAgel Distance lSpeciesiNo !Remark ,Kms NIS ! ft Yrs jMtrs I 1 2 3i,4.00 5 6 7 i a 9 1 316i382-381 S t7.33: 30!i 29!1 8-15!Jamun i 3171382-381 S 6.02: 30j 241 8-15I'Jamun I 3181382-381 'S |6.28 301 251 8-15Jamun i 3191382-381 S S 6.28 30! 25j 8-15.Jamun i 3201382-381 iS 1j4 97 301 20i 8-15';Jamun ______________ 3211382-381 ;S S 6.55 301 261 8-15!Jamun I _ _____ 3221382-381 S 6.81 301 271 8-15!Jamun i I 3231382-381 IS 3 6.81: 30! 271 8-15lJamun __j 3241382-381 ;S _ 7.33, 30, 291 8-15IJamun I ! 3251382-381 S 1 6.81 30, 271 8-15iiJamun j 3261382-381 ,S I 6.S5; 30i 261 8-15iJamun I__ 3271382-381 S 1 8.12; 30j 321 8-15IJamun i I 3281382-381 'S I 9.69. 301 391 8-15iJamun i i 3291382-381 '5I18.90: 30} 36! 8-15!Jamun I 3301382-381 S S 8.38 40! 341 8-15!Shisam i 1331|382-381 S 15-24' 301 21! 8-15.Jamun 3321382-381 iS I 7.33' 401 29! 8-15!Shisam 3331382-381 iS j 8.90. 401 361 8-15|Shisam j 3341382-381 'S 8.64: 30! 35j 8-151Jamun I 3351383-382 S | 4.45: 35i 18! 8-15IArdun i 3361383-382 5 3.67 351 151 8-15IArjun I _ 13371383-382 S T 3.40 35! 14 8-15!Ajun ! I 3381383-382 ;S 4.71 351 191 8-15:Arjun I_ ! 3391383-382 i S 6.55 301 26! 8-15IShisam j ! 340:383-382 'S 3.40 201 141 8-15!Arjar i 3411383-382 .S i 4.19. 301 171 8-15 Shisam I 342:383-382 ;S i 4.45 301 181 8-15Shisarn I 3431383-382 IS j3.93. 301 16! 8-151Shisam I i 344!383-382 S I4.71, 30! 19! 8-15iShisam ! 345 383-382 5 ,5.50; 35! 221 8-15iKaranj I 346!383-382 IS 4.19 251 171 8-15'iShisam 347,383-382 S 4.45 251 18! 8-15 Shisam i 348i383-382 S 3.93' 251 161 8-i15Shisam ! 349 383-382 S ! 3.40 251 141 -15;Shisam i 350.383-382 S 3.40 25. 14i 8-15iShisam ! 351 383-382 IS 3.67 253 151 8-15iShisam i 1352!383-382 IS 1I7.85. 35i 311 8-15i.Shisam 353:|383-382 ~S 3.40 25 i 1 41 . 8- 1 5 i Neem: -354:383-382 !S ,3.67; 25! 15! 8-15jSihisarn i 355.383-382 :S 3.6r7 25! 151 8-15:Shisamn 356'383-382 'S !3.67 30/ 15! 8-15iShisam! 357:383-382 'S 3.67 30~ 15; B-1 5'Shisam 358 383-382 S 1!3.67 30i! 151 8-15 Shisam 359 383-382 'S i3.14 30. 13, 8-15 Shisam 360 383-382 S i3.93 30 16; 8-15-,5hisamr Det3iled St2tement of trees Su1it2bleforsTransp!ntmtior Package IC(321.10 to 393.00) Sr ,'Chain - Tree i RoadSide'Tree i Forest i No ,Age Sidel Gi rth - Hig ht;Age l Distance !SpeciesA o ! Rem2rk !Kms NI!S ft ! Yrs l Mtrs ' 1 2 ,3 4.00 5;: 6 7 8 S 1 361 383-382 S 35.24 30! 21i 8-15'Shisam 3621383-382 :S 3.679 30; 151 8-15IShisam 3631383-382 'S 3.93! 30. 16i 8-15lShisam i 3641383-382 5 3.1493, 30 163 8-15;Shisam j 3651383-382 1S 3.93! 302 1 6; 8-15iShisam I _ 3661383-382 S 16.550 35i 261 8-15iShisam 3671383-382 S 4,.14! 251 137 8-15 Shisam i 3681383-382 S j 3.40! 253 146 8-15ilShisam i 3691383-382 iS 16.021 351 24! 8-15lShisam I 3704383-382 S 3.40! 251 141 8-15IlShisam I _ 3711383-382 ,S 34.19 251 171 8-15,Shisam | i 3721383-382 !S i3.936 235 161 8-15iShisam I 3731383-382 IS i4.713 25j 191 8-15iShisam i 3784383-382 iS 63.14 251 132 815iShisam I 3751383-382 iS 3.67! 251 15! 8-151Shisam ! 3761383-382 IS i 3.671 25i 154 8-15IShisam I i 3771383-382 iS 3 .67i 251 157 8i15Shisam I ! 3781383-382 i S i6.81 j351 271 B-15!Shisam 3782383-382 iS 43.671i 205 151 8-15jMango j 3801383-382 iS 9.954 45! 401 8-15iShisam ___ 381 1383-382 iS 34.194 251 171 8-il51sMango 3825383-382 IS j3419! 251 176 8-15iMango j__ 3831383-382 S !9.42! 30! 281 S-15:Shisam I I 3841383-382 S 13.14 2530 13! 81-5iShisam i 3851383-382 S j 3.93'! 25! 162 15Shisam 3861383-382 S ! 3.9316 301 163 8-15.Shisam I 391 1383-382 S 4.971 30! 20! 8-15;Shisam 1 i 3889383-382 iS i3.140 302 131 8-15!Shisam i 3891383-382 IS i46.281 351 251 8-151Shisam 3901383-382 IS 9.16 352! 3715 8-15IShisam I ! 3911383-382 S 8.12i 35i 321 8-15iShisam 3927383-382 iS 1 3.40i 251 14i 8-15'Shisam i i 3931383-382 !S 4.71, 251 192 8-15 Shisam 3941383-382 IS 3.67i 205 15i 815'Shisam 0951383-382 ,S 7.859 35i 316 15,Shisam 3961383-382 .S 5.128 301 251 8-15:Shisam i 397.383-382 !S 3.40. 35' 14 8-15 Shisam I 3981383-382 S S 4.97 25E' 20; 8-15'Shisam 3991383-382 ~S .3.67; 25: 15. 8-15;ShisamL 400'383-382 jS 3,931 25! 16~ 8-15lShisam;, ' 4014383-382 S 34.19, 35. 16 8-15lShisam 4025383-382 S 4.71 35' 197 8-15'Shisam 403 383-382 S 3.40. 35; 14 8-15,Shisam. 40Q4'383-382 ~S 3,3.9 35: 16 8-15':Shisam, 405 383-382 'S 4.19, 35! 17 8-15 Shisam' Detailed Statement of trees Suitable for Transpalntation . Package IC(321.10 to 393.00) Sr jChain - Tree IRoadSide Tree iForest No lAge SidelGirth -HightAgeI Distance 'Species,No Remark Kms NIS ft Yrs Mtrs II 2 3 4.00 5 . 6 7 8 910 406j1383-382 IS 4.71 30i 191 -15iShisam 4071383-382 IS 3.67 301 151 8-15lShisam I 4081383-382 jS I 4.19: 30: 17 8-S15AShisam i 4091383-382 (S I 4.71 302 191 8-15iShisam I 4101383-382 IS 4 3.45 301 181 8-151Shisam I 4111383-382 IS 43.93' 301 161 8-15!Shisam 4121383-382 IS I 4.197 302 171 8-15!Shisam . 4131383-382 S ! 3.93: 301 161 8-15;Shisam I 4241383-382 1S I 3.67: 302 151 -15 Shisam 415j383-382 IS _ 64.45 30i 181 8-15tShisam I 4161383-382 Is T 4.71 30' 191 8-15IShisam 4127383-382 S 34.149 301 171 8-15 sjun I i 4181383-382 iS ' 4.19: 302 17! 8-15,Arjun i 4291383-382 iS 4 3.4 25i 131 8-15iShisam I 4301383-382 I S 3.671 251 151 8-15IShisam i 43 .8-8 .S 3.7_0 5 -5Sia 4211383-382 IS ! 4.19; 251 171 8-15'Shisam j 4223383-382 IS i4.179. 251 201 8-15,Shisam I 4234383-382 S 1 3.149 251 131 8-15IShisam j 4241383-382 (S I 4.19: 251 171 8-15;SPipal j 4251383-382 S 36.819 50i 271 8-15!Shisam ! 4261383-382 IS 'I 3.40. 302 141 8-15Shisam i 4273383-382 iS !340. 30i 141 8-15SShisam ! 4281383-382 ',S 1 4.19 251 17' 8-15'Shisam 1 4291383-382 IS 13.149 25i 131 8-15.Shisam . 4301383-382 iS j3.679 25; 15! 8-15'Shisam 44311385-382 S !3.67, 4 30 1j 8-15Shisam I 4324383-382 S 3 4.19 30I 171 8-151Shisam I 4335383-382 IS 64.19 25 1721 8-15!Shisam 4346383-382 S 8 3.931 251 161 8-15,Shisam i 4351383-382 IS 43.937. 253 196 8-15:Shisam ' 4361 383-382 IS . 4.19; 25i 17 8-15 Shisam i 4371383-382 S j 13.93! 251 161! 8-15;Shisam 1 438138,3--32 FS j3.14! 25j 131 8-1 5 iShisam! 4391383-382 !S ! 4.19: 25!. 17' 8-15:Shisa-mI 4401383-382 I s ,,4.19. 25 17! 8-15, Shisam . 441 Ij383-382 I S j3.93- 25t -16; B-1 5 Shisam, 442i383-382 iS 3.93: 25, 16! &-15;Shisam, 443!385-384 4 ,419 30, 171 8-15'Shisam I 444,i385-384 !S 1 !3.934 30~ 1161 8-15:Shisam I 4~451385-384 IS I 6.55- 35.: 261 8-15 Shisami 446i385-384 'S Ji 8.12 35~ 32 8-15 Shisam 1447,385-1384 iS 4.71 30. 19, 8-15 Shisam: 448i385-384 i S .4.19 25 17i 8-15 Shisa,m._ 44935-384 ,S 7.85 30 31: 8-15'Shisam 450'385-384 iS 4.45 30.18 i-15 Shisam Detailed Statement of trees Suitable for Transpalntation Package IC(321.10 to 393.00) Sr iChain - Tree j RoadSidejTree jForest No lAge iSide Girth ,Hight;AgeI DOitance iSpecies'No Remark IKms i NIS, ft, Yrs: M trs ' 11 2 ,3, 4.00 6 6. 7 i 8 10 4511385-384 IS 4.19 30: 17i 8-15IShisam I 4521385-384 S i8.38 40; 34' 8-15iShisam I ; 4531385-384 S !6.02 35i 24! 8-15!Shisam 4541385-384 IS 4.97 35 20 8-15lShisam I 4551385-384 jS ! 3.93 251 161 8-15IShisam 4561385-384 s 6.02; 301 241 8-15IShisam__ 457 385-384 IS 6.28 35i 251 8-15lShisam j 4581385-384 IS 5.76 351 231 8-15lShisam I 4591385-384 IS 4.19 301 17i 8-15lShisam I 4601385-384 IS I 4.19 30i 171 8-15IShisam I 4611385-384 t,S 5.76' 321 231 8-15|Shisam I 4621385-384 IS 1 5.24 51 211 8-151Shisam | 463 385-384 IS 4.71; 25j 191 8-151Shisam i 464j385-384 IS !4.45; 301 181 8-15!Shisam _ 465|385-384 IS ! 3.40 30i 141 8-15lShisam I 4661385-384 IS i3.40 28i 141 8-151Shisam 1 i 4671 385-384 TS 3.14: 28; 131 8-15IShisam I ___ 4681385-384 IS 1 3.93 281 161 8-15iShIsam __' 4691385-384 jS 4.71 301 19' 8-151Shisam I 4701385-384 IS 3.40. 28i 141 8-15iShisam I i 471 385-384 IS j3.40 281 141 8-lSIShisam I 4721385-384 IS i 7.33 50i 291 8-151A'jar 4731385-384 IS 7.33 50l 291 8-15IArjar j__ 4741385-384 S j 6.02. 301 241 8-15IShisam I ! 4751385-384 'S i6.02' 251 2411 8-15!Shisam I 4761385-384 IS 4.71. 30i 191_ 8-1iSShisam | 4771385-384 IS 4.71, 30i 19! 8-15 Shisam I i 4781385-384 IS I4.191 301 171 8-15IShisam | 4791385-384 iS I4.97i 30 201 8-15lShisam i 4801385-384 jS ' 7.85 351 311 8-15ilShisam j 4811385-384 IS i 5.50 351 22! 8-15iShisam I 4821385-384 iS 1 4.71; 35' 191 8-15iShisam ! 4831385-384 IS ! 4.45, 501 181 8-151Shisam 4841385-384 'S 4.97 50i 20: 8-15iShisam ! 485i385-384 S . 4.97, 451 201 -i15IShisam j 4861385-384 IS 5.24; 35. 211 8-15iShisam I 4871387-386 .S 3.67, 20i 151 8-15IShisam i 4881387-386 S i 3.67 25: 151 8-15'Shisam 1 489,387-386 jS 4.71 30i 191 8-15jShisam 490!387-386 IS i 5.50 301 22; 8-15IShisam 491,387-386 IS 4.19 30 17: 8-15IShisam 492387-386 S 4.45 25 18' 8-15 Shisam ! 493,387-386 iS 4.71 25, 19 8-15Shisam 494:387-386 'S 4.19 20, i1 8-15Shisam 495!387-386 *S 3.93 20 16 8-15'Shisam I Detailed Statement of trees Suitable for Transpalntation Package IC(321.10 to 393.00) Sr (Chain - I Tree I RoadSide Tree |Forest I No !Age tSidelGirth iHight Age Distance Species No iRemark I Kms N/S I i ft IYrs Mtrs I___I I I 2 3 1 4.00 1 6 I G 1 7 8 9 I 10 4961387-386-:IS 1 5.241 251 211 8-15Shisam I 4971387-386 IS 1 3.93 25j 161 8-15 Shisam I I 4981387-386 IS 1 6.811 301 271 8-15 Shisam I i 4991387-386 IS 1 3.931 30 161 8-15 Shisam 5001387-386 IS i 4.971 301 201 -15 IShisam I I 5011387-386 S 1 4.191 301 171 B-15 Shisam T 5021387-386 S 1 4.711 30 19j 8-15 Shisam I 503(387-386 (S i 4.71 301 191 8-15IShisam I 5041387-386 IS 1 5.24i 301 211 8-15jShisam I 5051387-386 IS I 4.971 301 201 8-15lShisam I 5061387-386 IS 1 5.761 401 231 8-15IShisam 1 I 507(387-386 IS I 5.241 357 211 8-151 Shisam I 5081387-386 IS I 5.241 351 21) 8-15 Shisam I 509(387-386 lS i 4.711 351 19( 8-15 Shisam | 510T387-386 5S I 3.931 351 161 8-15 Shisam I i 5111387-386 IS I 5.761 3Sf 231 8-151Shisam I Detailed Statement of trees Suitable for Transpaintation Package IC(321.10 to 393.00) Sr IChain - Tree IRoadSide lTree IForest I No lAge ISidelGirth HightiAge| Distance SpecieslNo IRemark Kms NIS I1 ft Yrsl Mtrs I I 2 1 3 i4.00 6 1 6 1 7 8 9 1 10 4961387-386' IS i 5.241 251 211 -15 Shisam 4971387-386 IS I 3.931 251 161 8-15 Shisam 4981387386 IS | 6.811 301 271 8-15 hisam I 4991387-386 IS | 3.931 301 161 8-15|Shisam 1 5001387-386 IS | 4.971 301 201 8-15(Shisam I _ 5011387-386 S 4.19 30 171 8-15 Shisam 5021387-386 IS | 4.71 30 191 8-15 Shisam I 5031387-386 IS I 4.711 30 191 8-151Shisam I 5041387-38 S 5.241 301 211 8-15 Shisam I 5051387-386 IS 1 4.971 301 20 8-15 Shisam I 5061387-386 IS 1 5.761 401 231 &15IShisam I 5071387-386 IS 1 5.241 351 211 8-15 Shisam I 5081387-386 IS | 5.241 351 211 8-15 Shisam I 5091387-386 iS | 4.711 351 191 8-15jShisam I 5101387-386 |s 1 3.931 351 161 8-151Shisam I 511i387-386 IS I 5.761 351 231 8-15iShisam I Detailed Statement of Suitable Trees for Transplantation Chainagewise Package IC ( 330Kms- 394 Kms) FSr IChain - Iroadside I FForest INo Age iSide Girth |HightlAge IDistance Species INo. Remark | Krns |INISjft ft lYrs! Mtrs 1 ffi 1 1 2 1 3 S 37 S 5121 3;5 000 S 3.40 451 141 12!Sisam 5131 335000 S 3.40 401 141 12Sisam 51,4 335.000 | S 3.40j 451 141 1_2Sisam 515 335.000 |N 3.40 401 14 loMango I 516 335.000 i 3.66 45 15 10 Mango 517 335.000 N 3.66 40 15 10 Mango 518 335.000 S 3.14 50 14 10 Sisam 5191 335.000 N 3.14 50 14 10 Sisam I I 5201 335.000 N 3.14 55 14 10 Sisam 521 335.000 N 3.141 40 13 10Neem 522 335.000 N 3.40 45 14 10 Neemr 523 335.000 N 3.14 50 13 10Neem 524 335.000 N 3.40 451 15 10INeem 525 335.000 N 3.141 401 14 10|Neem I_ I 525 335.000 N 3.40 401 161 1CNeem I_ I Fr527 335.000 N 3.401 35 15 10 Neem i528 335.000 N 3.40 35 14 10 Neem j529 335.000 jS 3.40 40 15 10 Sisam 5301 335.000 S. 3.401 501 41 10 Sisam i531j 335.000 I N 3.401 5ol 151 12 Neem I |532[ 335.000 | N 3401 451 141 12 Neem 15331 335.000 N 3.141 451 141 10Neem |5341 335.000 |N 3.141 401 141 lo0Emli |5351 335.000 T s 3.931 401 20j B|Mango |5361 335.000 I S 3.40 401 16| 8 Mango 15371 335.000 IS 3.141 401 101 8 Cassia 538 335.C0001 S 3.141 401 81 8 Gassia | 539[ 335000 S 13.141 401 91 8 cassia | 5401 335.000 N 13.66 401 151 10 Sisam I I 15411 335.000 |N 3.141 401 121 10|Mango i |5421 335.000 N |3.141 401 101 10|Mango 15431 335.000 S 1 3.661 401 151 10 Mango 544 335.000 S1 3.66l 401 161 15IMango I 54 335.000 1 N T 3.40 401 14 10 l|Sisam I546| 335.000 N |3.14 401 12| 10 Sisam I 15471 335.000 S 13.401 401 141 10Drumstcks 548 335.000 |S 3.661 401 121 10 Mango 549t 335000 S1 3.141 401 8 8 Cassia I 1550 335.000 S 13.141 401 9j 8 Cassia I 5511 335000 S |3.141 301 81 8 Cassia I 1 5521 335.000 |N 3.141 401 151 81 Neem 15531 335.000 N 13.401 351 161 81Mango |5541 335.000 | S 3.141 401 131 8|Sisam I I 5551 335.000 | SI 3.401 501 121 10lSisam I _556 335.000 |N 3.141 501 141 8|Mango 557 335.000 S j3.661 501 161 81Sisam I I 558j 335.000 S 13.141 401 9! 8 cassia I I 559 335.000 S 13.14l 401 8 j 8Cassia I I |5601 335.000 jS 3.661 45 131 10|Mango i I 551 335.000 S 340 45 12| 8 Mango l 562 335.000 N |3.661 451 131 8|Mango I 553 335 000 S 13.661 451 141 10)Mango I 564 335.000 | S I 3.661 45C 131 10|Mango t 5651 335 000 I S 3.661 451 121 10 Mango 5661 335.000 S |3.931 451 15j 81sisarn i5671 335.000 S 1 3.401 451 131 81Mango_ 5681 335000 ! s 3 141 45 141 8ISisam 569! 335000 1 S I 3141 35. '31 8lSisam 5701 335000 I N 3 141 301 91 BIKaran_ I J35O0IN 314 301 91 8IKaranj_ 2 ~00 S 314 351 8 8 Cassia I ~~35.0 O S 314 381 8 I Cassia 5741 350 S 3.6 401 161 8lMango I F575 3300 N 340 401 121 8Mango I 5761350 N 314 401 181 8sSisam I 57 33.000 Is 3.661 401 181 8 Sisam I 57 3.000 IN 3.401 401 19 8 Mango F 591 35 00 S 3.931 351 221 61 Sisam I 580 39.00 S 3.14~ ~40 9 8 Cassia 581 39.00 S13.14 __55 1 4 8Sisam I F~2 39.000 S13.141_ 451 151 8 Sisam- [II~3 59.00 S13.661_ 501 191 8 Sisam I 7~4 39.000 S 3.401_ 501 101 10 Cassia I 7585 359000 S13.141_ 551 151 10 Mango I 5861 359.000 1S13.661 551 191 10 Mango I 587 359.000 1S 3141401 141 12Umbar I 581 359.0 JS 3.141 501 191 10 Mang o 58135 0 1S13141 501 181 10lmango I j5901359.00 S 3.661 40i 231 10 Mango I 15911 39.0001 3.141 401- 8 1 8 Cassal I 15921 359.000 1S 3141 401 91 8Cassia I____ 1591 39.OO S13.141 351 8 1 8 Cassia I 1 59 1 3 9. 0 S 1 3.141 351 81 81C ssia _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ 155L35.000 1S 3.141 301 91 8 Cassia ___ ______________ 1596 359000 S13.141 401 8 8 Cassis ___ ______________ 1597 359000 S13.141 501 71 8 Cassi'a _________________ 1591 159.00 S13.141 501 131 12ISisam ____ 1599 359000 S13.141 401 9 I 8Cassia 16001 359.000 1S13.141 501 101 8 1Cassia I___ I6011 359.000 S13.141 501 121 12 Sisam I_____________ 16021 359.00 S13.141 501 151 12Sisam I___________ 16031 359.000 S 3.141 50 - 9 I___ 6Cassia ____ 16041 359.000 S 6.541 501 23 8sisam 16051 359.000 S 3.14 i401- 8 8a Cassia ____ 16061 359.000 S 3.141 351 9 8 Cassia 16071 359.000 S 3.141 401 81 _ _8 Cassia (6081 359.000 S 3.141 40 81 8 Cassia 1609 359WO S13.141 401 91___ 81Cassia ____ 1 11 359.000 1S13.661 50) 141 12 Sisamr I 1611 359-000 1S13.141 401 81 8 Cassia I 1612 359.000 IS13.141 401 8 ____8 Cassia I 1613 359.000 1S 3.141 401 9 8 iCassisa 1614 359.000 1S13.661 401 141 12 Mang o 615 359.000 1S 3.141 401 6 I___ 6Cassia I 6161 359.000 1S 3.141 401_ 9 1 8 cassis 16171 359.000 1S13,141 451 8 I___8 Cassia I I6181 370.000 1S13.141 301 .8 4ICassia 1 16191 370.000 5 13.141 301 81 4Cassia 16201 370.000 1S13.661 401 __ 6 Cassia I____ 16211 370.000 N 3.14 -301_ 81 6 Cassia I____________________ 1 62130 F0 N _ 3.14] 30 I_81 6ICassia I_ _ _ _ _ _ __ _ _ _ _ _ _ 62 1 37 .0 S 1 3.141 301_ 81 6 Cassia I_ _ _ _ _ _ _ _ _ _ _ _ _ _ 6241 370,000 1N13.141 301 8 61 Cassia I______________ e251 370.000 1N13.141 301 8 1 6 Cassia I___ 6261 370.00 1N13.14 301 8 I 6Cassia I 627 370.000 S 3.141 301 8 I6 assia __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ I628 370.000 1S13.141 301 8 ~ 6Cassia I i6291 -370 000 IN 3141 301 8 S1Cassia I I 6301 370.000 1S13.141 30 8 I 6 Cassia I F631 370000 S 3.141 30 8 6ICassia 1621370.000 1S 3.141 - 30 8 6 Cassia 16331 370.000 S 3.141 30 8 1 8 Cassia DI S 3 jzl 301 I0 1 Bs;sprn I 3F370.000 1 S13 141 50, 121 8Sia |6-36| 370000 ° S 3141 50 11 I BSsam I j 5371 370 50 12 7Sisam j 37000 S 314 5013 8 Sisam 635l 370 000 S 314 50 121 e Sisam 5 30.000 S 3 14 50 131 8BSisam 641 30.000 S 3.14 50 11 lOSisam 1 2 00 S 3.141 S 11i 8 Sisam I 30.000 S 3401 55 1411 2 Sisam I 6441 370.000 S 3.141 55 141 12 Sisam I 645 370.000 1S 3.14 55 11 12 Sisam I 64 370.000 S 3.40 50 14 12 Sisam 647 370.000 S 3.40 55C 14 10 Sisam I 648 370.000 S 3.40 50 141 Sisam I 6491 370.000 S 3.66 50 13 8 Sisam L 650 370.000 S 3.66 50 15 8 Sisam I_.. | 6511 370.000 S 3.66 50 151 8 Sisam I 6521 370.000 s 3.66 50 141 8 Sisam 6531 370.000 S 3.664 50S 141 81 Sisam .._i_|__ 6541 370.000 !s 3.401 50 121 1 Sisam 6551 370.000 1S 3.40 50 141 10 Sisam 6561 370.000 ! S 3.40 _50 14 10 Sisam t6571 370.000 !s1 3.40 55 141 10 Sisam I 16581 370.000 S1 3.40 50 131 8 Sisam I |6591 370.000 |S 3.14 50 131 8 Sisam r6601 370.000_| S 13.14 50 121 8 Sisam I t6611 370. 000 IS13.40 551 141 8 Sisam I_______________ 1 6621 3770.000 IS 13.40 __551 141 8 Sisam I_ _ _ _ _ _ __ _ _ _ _ _ _ 6631 370.000 |S13 14 451 13 10 Sisam I_ _ 6641 370.000 S 13.14 50 131 8 Sisam I 6651 370000 j S 3.14 50 131 8 Sisam I 6661 370.000 S 13.141 50° 132 8|Sisam I 16671 370.000 N1 3.141 501 121 81Sisam I__ |6681 370.000 N 3.14 5s 121 8I Sisa 16691 370.000 1S13.141- 501 121 8 Sisam 6701 370.000 | N i 3.141 50i 131 8 Sisam I |6711 370.000 S 3.14 50 131 8Sisam 6721 370.000 s 3.14 50 13 8 Sisam _ _ _ _ _ _ 6 370.000 S 1 314 50 13 8 sisam I__ _ 16741 370.000 | S 3.14 50 131 Sisam I 675 370.000 S 3.14 55 131 10 Sisam I 676 370.000 S i3.141 501 131 10 Sisam |I| |6771 370.000 | S 3.141 501 121 10iSisam I 678 370.000 1 3.41 4 45 112 10Sisam 6791 370.000 S 13.141 501 121 10Sisam I 6801 370.000 I 13.401 50! 121 81Sisam I 6811 370.000 IS1 3.41 501 13 8Sisam I____ 6821 370.000 S1 3.141 501 13 81 Sisam i 6831 370.000 ST 3.41 501 121 10jSisam I___T 6841 370.000 I S 1 3.141 501 121 8 SisarrI |67 370.000 |S 3.141 501 134 10ISisam I 688 370000j S I 3.14( 501 131 81 Sisam I 6871 370000 I N1 3.141 501 141 1sisam 5688 370.000 S |3.141 501 131 10Sisam 6891 370.000 S 3-14 551 121 6Sisam I 893 370.000 1S 3401 451 12 81Sisam |691 370 000 ISN 3-141 501 131 8 Sisam I 69'370.000 IS 31 ~55 131 8 Sisam 6931 370 000 IN 3.141 55i 13( lO1Sisam I 6941 370 000 I S 3661 501 131 10 Siam 1 655 370 000 I S 1 3.14 501 131 81Sisam . jI 6961 370 000 N 3 401 501 141 10 Sisam 65971 370 OOC I S 3 40 50 14 0 Sisam 73! 0000D N j 3 401 501 131 10Sisam 5q99 -00nn0 S 401 501 I 4 l0 Sisam I 70C1 37C 000 i S 1 314 50O 131 losisam 70t1370.000 S 3.14 SO 13 10|Sisam - 702 ;70.000 S 3.40 50 13 1O0issam 70 370 000 S 3.14 50 13 1O0 Sisam 7041 370 000 N 3.14 501 121 41 Sisam | 705 370.000 I S 3.14 50 121 5 Sisam 706 370000 S 3.141 50 121 5 Sisam 707] 370.000 S 3.401 50 131 10 Sisam 708 370I 000 S 3.141 50 131 10 Sisam ._ 709 370.000 N 3.14 C50 11 lo|Sisam I 7101 370.000 N 3.141 50 13 10 Sisam 711i 370.000 S 3.141 50 12 10 Sisam 7121 370.000 S 3.40 55 12 10C Sisam -I . 7 131 370.000 S 3.14 451 13 10C Sisam .I____ _ 714] 370.000 N 3.14 50 131 10 Sisam _ 715] 370,000 S 3.141 55 131 l1Sisam 716 370.000 N 3.14 55 131 1C Sisamr 717 370.000 S 3.14 1 55 131 1j C Sisam 718 370.000 S 3.141 55 131 6 Sisam __ 719 370.000 S 3.141 551 13 Sisam ___ 720 370.000 S 3.40 50 14 . 8 Sisam __ 721 370.000 N 3.14 50 12 8 Sisam 0 722 370 000 S 3.14 50 13 8 Sisam __ 723 370.000 S 3.14_ 50 13 10 Sisam 724 370.000 S 3.141 50 13 a Sisam 725 370.000 N 3.141 50 13 8 Sisam 726 370.000 S 3.14 501 13 10 Sisam 727 370.000 S 3.14 50 13 8 Sisam I 7281 370.000 N 3.141 50 13 . 8 Sisam _ 7291 370.000 N 3.14 50 13 Sisam I 730173 000 S 3.141 50 13 8eSisam I 7311 370.000 S 3.141 50 31 8 Sisam _ 7321 370000 1S 3.141 50 131 6ISisam 7331 370000 N 3.14 50 131 lOSisam 7341 370.000 N 3.141 45 131 l10Sisam 7351 370.000 S 3.141 50 131 lOSisam r7361 370 000 S 314 45 131 loSisam 73~7 370.000 S 314 50 131 1 OSisam 738 370.000 S 3.14_ 501 13( 8 Sisam 7391 370.000. S 3.14 501 131 10 Sisam 7401 370.000 S 3.14 501 13j 10 Sisam 741( 371.000 S 13.141 50 131 8Sisam I j7421 371.000 S 13.401 551 12j 81Sisam I 7431 371.000 N 3.14 451 131 81Sisam I |7441 371.000 |N 3.14 451 131 81sisam I 745j 371.000 13.661 501 131 81Sisam I |7461 371.000 N 3.141 501 131 81sisam I 747j 371.000 N |3.141 50j 131 8 Sisam I I I i7481 371.00O| S 3.141 451 131 jSisam I |7491 371.000 |S 3.66 50i 131 1oisisam _ I750 371.000 |S 3*141 501 131 10|Sisam I 1751. 371.000 |N 3.141 501 131 10 sisam __ I |7521 371.000 N 3.141 501 131 10|Sisam I 7531 371-000 IS 3.14 501 131 1O0Sisam I 7541 371.000 S i3.141 50i 13i 1olsisam I_| _ j 7551 371.000 IN 3.141 451 131 10 Sisam I 7561 371 000 NQ 3.141 501 13 10Sisam 7571 371.000 S 3.661 501 151 10 Sisam 7581 371.000 S 1 3'14 501 131 10jSisam I |7591 371 000 | S j 3 141 501 131 10ISisam I 7601 371 000 S | 3401 50j 131 10|Sisam j 761 371.000 N 13.401 451 13j 10 Sisam I |7621 3-1 000 N 9 3.401 451 131 10 Sisam I i7631 371.000 iS 3 141 50s 13i 10 Sisam I 7641 371 000 |N i 3 401 s50 13 10 Sisam 1 7651l 371 000 N 3.401 501 131 10 Sisam 767 371.000 N 3.40 50 131 1s lsam 767 371.000 Nf3.40 50 13 loSisam 7661 371 000 S 3 40 50 13 10 Sisam 769 371.000 N 3.14 50 131 8 Sisam 770 371.000 N 3.14 401 131 e_ Sisam 7 371 000 1S 3.40 50 131 8 Sisam ,2 371 000 S 3.40 50 13 _ _ Sisam I ,,3 371.000 S 3.40 50 13 82 Sisam 774 371 000 N 3.40 50 13 8 Sisam 775 371.000 N 3.401 50 13 Sisam 776 371.000 S 3.40 50 131 Sisam __I 777 371.000 S 3.14 50 13 8 Sisam 778 371.000 S 3.40 50 13 8 Sisam I_ I 779 371.000 S 3.40 50 13 8 Sisam I_I 7801 371.000 N 3.14 50 13 8 Sisam I 781 371.000 N 3.14 50 13 8 Sisam I 782 371.000 N 3.40 55 13 8 Sisam I 783 371.000 N 3.14 504 13 8ISisam , 784 371.000 N 3.14 45 13 8 Sisam 781 371.000 N 3.14 50 13 8Eisam i _ 786371.000 N 3.141 50 13 8 Sisam I 7 711000 S 3.66 50 13 8 Sisam I I7B1 371000 N 3.40 50 131 8 Sisam I 7891 371 000 N 3.40 50 13 8 Sisam 790 371.000 IN 3.14 50 13 8 Sisam j 7931 371.000 N13.14 50i 13 8 iSisam 794 371000 S 3.14 50 13 B Sisam 793 371.000 S 3.14 50 13 8 Sisam 7941 371.000 N 3.14 50 13 8Sisam 7951 371.000 S 3.14 351 13 8Sisam _ _ _ _ _ _ 7961 371.000 S 3.14 50 13 8 Sisam 7971 371.000 N 3.14 50 13 0 Sisam 80N31 371.000 S 314 50 13 6 Sisam _8001 371-000 S 3.14 50 13 6 Sisam | 8011371 .000 SN 3.14 501 131 6 Sisam I |I801 371.000 |N S 3.14 50l 131 6 Sisam I |8031 371 000 SN 3.40 50 131 8 Sisam i_ I 8041 371 000 N 3.140 501 131 8 Sisam i_ I |8056 371 000 INS 314 50j 131 8jSisam I I_I i8061 371.000 jN 3.14 451 131 12Sisam i I | 8071 371.000 | N1j3141 451 131 10|5isam I I | 801 371.000 N S 314 451 131 10Sisam I_ I |8091 371.000 S |366 501 131 8|Sisam I_I 8 101 371 000 S1 3.14 501 13 8 Sisam I__ |8112 371 000 N |314| 50 13 108Sisam I I |8123 371.000 N 3.141 50j 13j 8 Sisam I I 8131 371.000 S j3.401 50 131 _ 7Sisam I I 8141 371.000 S 3.141 451 131 _ 6Arjun I I 18151 371.000 1S13.141 4 13___8 amun 8161 371.000 |S 3.141 501 13 12|Jamun I Cetral Bank Mahouli 8178 371.0001 S 3.141 501 133 1jArjun I 1 8181 371.000 S 3.141 501 13 12lArjun I 8191 371.000 jS 3.401 501 13 12|Arjun I I S 8201 371.000 jS 3.141 501 13 2Arjun 1Mahou i 8211 371.000 S i3.141 50i 131 12ISisam i |822[ 371.000 S 13.141 401 131 12IJamun i_ I 8231 371.000 S N 3.41 40j 131 12|Arjun I I 8241 371.000 1N13.401 501 131 12ISisam II 8251 371.000 N 3.141 451 131 10lSisam i_ I 8261 371000 S 3401 451 131 8Jamun 8271 371 000 IS 3.661 501 131 7 Sisam 8281 371.000 N !_3.661 501 131 4 Sisam 8291 371 000 , .4i 50 13| 10 Sisam |8301 371 000 IN | 3.141 501 131 BlAr)un 831 371.003 N 3141 501 13[ 4ISisam I 832 371.000 S 3.14 45 13 10Jamun 833 371 000 S 3.14 501 13 SISsarn 634 371 000 S 314 451 131 1Sisam 635 371.000 | N 3.40 501 131 8Sisam 836 371.000 S 3.14 401 131 BJarnun 837 371.000 I S 3 40 501 131 7|Sisam 838 371.000 I N 3.14 55 13 61Sism 839 371.000 j N 3.14 45 13 715isam ____ ______________ 840 371.000 N 3.14 45 13 7 Sisam 841 371.000 S 3.14 50 13 12Arjun I 842 371.000 S 3.14 50 13 1CArjun I 843 371.000 S 3.40 501 131 10 Jamun I 844 371.000 S 3.40 515131 1 Sisam I 845 371.000 S 3.401 10 Jamun I 846 371.000 N 3.14 45 13 E Sisam _. 847 371.000 N 3.14 t45 13 8 Sisam 848 371.000 N 3.14 50 13 4 Sisam 491 371.000 N 3.14 50 13 4 Sisam _ 850 371.000 S 3.14 SO1 13 4 Sisam 851 371.000 I S 3.14 SO 13 4 Sisam 852 371.000 N 3.14 50 131 10 Sisam ._ 853 371.000 S 3.14 50 1 3 12 Sisam 854 371.000 N 3.14 45 13 8 Sisam 855 371.000 N 3.14 40 13 8Sisam _ 856 371.000 S 3.14 451 13 loamun 8571 371.000 S 3.14 451 13 10 Arjun _ 858j 371.000j S 3.14 45 13 8jSisam |8591 371.000 N 3.14 45 13 B|Sisam 1860 371.000 S 3.14 45 13 8IJamun r8611 371.000 S 3.14 50 1 3 Sissam _______ [ 862l 371.000 N 3.14 50 13 8|Sisam |_ _ 863 371.000 S 3.14 40 1'3 12|Arjun __ ._ _ _ 864 371.000 S 3.14 501 13 7|Sisam _ 865 371.000 N 3.14 501 13 6 Sisam | 866 371.000 S 3.14 501 1'3 6 Sisam 867 371 .00 N 3.14 401 13 7-Sisam 868 371.000 S 314 40 13 12 Arjun j8691 371.000 S 3.14 50 13 61Sisam j j8701 371.000 j S 3.14 501 13 6 Sisam _ 871 371.000 N 3.14 401 1t3 6 Sisam 872 371 000 S S 3.14 401 13 6 Sisam 873 371.000 N 3.14 401 13 6ISisam _ 874 371.000 N 3.14 401 13 6 Sisam I_I 875 371.000 S 3.141 501 13 6|Sisam I 876 371.000 S 3.141 401 13 61Sisam jI__ 8771 371.000 IS 3.141 401 131 6ISisam I 8781 371.000 iS |3.141 401 131 6ISisam jI 8791 371.000 |N 3.141 401 131 6| isam I 880| 371.000 |N |3.'41 401 131 6SSisam I 881 |371.000 - S 3.141 501 131 6 Sisam I j8821 371.000 1S 3.401 501 131 6|Sisam 8831 371.000 ° N j3.141 501 131 SISisam 8841 371.000 |S |3 661 501 131 61Sisam j851 371°000 !N |3'41 50 131 81Sisam j 8861 371 000 S 13.141 50 131 81Sisam ___ |887i 371 0DO iS 13.141 50j 131 81sisam i_i |8881 371 000 o 5s| 3.141 451 131 81Sisam _ j 8891 371 000 |S |3 148 451 131 8 Sisam I 890 371.000 ]N 13.401 451 131 1O0Sisam 891 371.000 !N 3.141 451 131 10lSisamr I_ I_._ _ |8921 371.000 ! N j3.661 501 16j 12 Mango I_I 893 371 000 IN 3.661 501 161 12IMango _ |8941 371.000 IN 1 3.141 451 131 12|Neem |8951 371 000 IN 3.661 451 131 1O0Sisam __..__ ._ 896 371 000 IS 3.66 451 131 3 Sisam I 897 372 000 N 3.93 451 14 10 Sisam I 898 372 000 S 36 451 141 tCSisam 8 899 372.000 I N 3.14 40 13 10 Sisam I 900 372 000 j N 3.14 40 13 lOSisam I 91 372.000 j N 3.40 50 13 10 Sisam I 902 372.000 N 3.14 50 13! 10 Sisam I r903 372.000 1N 3.14 50 131 10 Ficus I 904 372.000 N 4.71 50 24 5 Bargad I I 905 372.000 S 3.93 50 171 7 Sisam I 906 372 000 S 3.66 50 15 6 Sisam I 907 372.000 N 3.14 30 8 4 Cassia 908 372.000 S 3 14 30 8 4 Cassia 909 372.000 S 3.14 30 8 6 Cassia 910 372.000 S 3.40 45 13 8 Sisam I9111 372.000 S13.66 501 131___ 8 Sisam 912 372.000 S 4.19 50 171 8 Sisam 913 372 000 S 3.14 30 8_ I Cassia 914 372.000 S 4.71 55 221 8 Sisam 915 372.000 N 4.71 55 221 8 Sisam I 916 372.000 N 4 .71 553 221 8 am I91 372.001 S 3.14 30 8E 8 Cassia 191 372.000 N 3.14 530 8e 8 Cassia 9191 372.000 S 3.14 55 E8 8 Cassia . 920 372.000 I. S 3.141 35 8 7 Cassia 9211 372.000 |S 3.141 35 8 9 Cassia 19221 372000 1S 3.141 351_ 81 6 Cassia ___ 9231 372.000 |S 3.141 40 15 12 Man go _924 372 000 S 3.141 40 15 12 Mango 1925 372000 S 3.664 45 151 12 _Mano |9261 3000 S 3.661 45 15j 12 Mango _ j927j 372.00 S 3.401 30 8j 4 Cassia i | 9281 372.000 | N |3.141 301 81 4 Cassia |9291 372.000 N 3.141 30 81 4 Cassia 19301 372.000 N 13.401 50 141 6 Sisam 9311j 372.000 N 3.931 50 15 6iSisam _ 9321 372.000 Ni 314 30i 8 4 Cassia j 933j 372.000 N 3.14 30 8 41Cassia 9351 372.000 S 4.19j 50 15 10 Sisam 9361 372.000 S 3.93 50 15 10 Sisam 9371 372.000 S 3931 301 151 10 Sisam _ 9381 372.000 N 3.41 301 8 4[Cassia | 9391 372.000 S 3.931 501 161 _ ISisam __._- 9401 372.000 N 13.661 501 86| Sisam j |941 372.000 S| 3.41 301 8 10 Cassia 942 372.000 S 33.1 41 301 _8 10 Cassia _ j9431 372000 N j3.141 401 13 10 Sisam - 944 372.000 N 3.14 401 13 10 Sisam j 9451 372 000 IS14.711 501 19 10Sisam I 9461 372000| N 3.141 301 161 4 Sisam I 9471 372.0CO S 13.661 501 17 6 1Sisam I 9451 372.000 S 13661 501 171 6 Sisam I |9491 372.000 |N |3141 451 15 6 1Sisam I i9501 372.000 N 3.141 451 161 6iSisam i i9511 372.000 N |4.191 501 18| 61sisam |9521 372.000 1 S i 4.191 50 19| 6|Sisam I 9531 372.000 |N 3.66| 501 171 7 Sisam I_ 954 372.000 | N 3.66j 55j 17l 7 Sisam _ j9551 372000 [N jN 3 [41 301 12j 7ISisam I 19561 372.000 S 13.141 301 8 8ICassia 9571 372 000 IS 314| 30i Bj 8 Cassia 9581 372 O | S 1341 301 8i 8Cassia i9519 372 000 N13 141 301 Bi 8 Cassia i 9601 372 000 IN|3.141 301 8| 8 Cassia 9 372.000 1S 3.66 55 131 8 Sisam .I _ 9 32 000 N13.66 55 131 8 Sisam .93 372 000 N 3 66 55 13 1Sisam 964 372 000 N 3 14 30 8e 8 Cassia _ 965 372.000 N 471 55 20 8 Sisam 9661 372 000 S 471 55 20 8 Sisam I 967 372.000 N 3.93 55 17 8 Sisam 968 372.000 S 4.19 55 17 8 Sisam I 372.000 N 3.14 30 8 8 Cassia s, 372.000 S 4.71 55 20 8 Sisam 9711 372.000 N 3.14 30 8 8 Cassia' I972 372.000 N 3.66 50 15 8 Sisam 973 372.000 N 3.40 50 14 6 Sisam 974 372.000 S 3.14 55' 8 8 Cassia _ f97E 372.000 N 419 55 17 8 Sisam I 976 372.000 N 3.14 50 13 8 Sisam I 977 372 000 S 3.14 3.0 8 8 Cassia I 978 372.000 N 3.14 30 8 8 Cassia 979 372.000 N 3.14 30 8 8 Cassia 980 372.000 S 3.40 30 8_ 8 Cssia 981 372.000 S 4.19 50 17 8 Sisam 982 372.000 N 4.19 50 17 8Sisam 983 372.000 S 3.14 3018 a Cassia 984 372.000 N 3.93 50 16 8 Sisam 985 372.000 S 3.14 30 8 8 Cassia 1986 372.000 S 3.14 30 8 _ E Cassia 987 372.000 N 3.66 45 15 - e8 Sisam 988 372.000 S 3.14 30 8 5 Cassia _ |9891 372.000 N 3.141 30 8 5 Cassia 990 372.000 N 3.14 30 8 s Cassia _ 991 372.000 N 3.14 3018 6 5 Cassia 992 373.000 S 3.14 30 13 8 Sisam I 993 373.000 N 314 30 8 10 Cassia 1994 373.000 S 3.14 30 8 10 Cassia 995 373.000 S 3.14 30 8 10 Cassia 996 373.000 S 3.14 30 8 8 Cassia 1997 i373.00C S 3.14 30t 8 8 Cassia 998 373.000 N 3.14 30 83 Cassia 9991 373.000 S 3.661 55 14 8 Sisam 1000| 373.000 N. 3.14 55' 131 B Sisam 1001 373.000 N 3.14 35 81 8 Cassia 1002 373.000 S 3.14 35 8j E 8 Cassia 1003 373.0001 S 3.93 55 151 E Sisam 1004 373.0001 S1 3.93 55 15 _ 8 Sisam 1005 373.000j N 3.14 35p 8j _ 8 Cassia j10061 373.0001 N 3.66 401 141 8 Sisam j10071 373.0001 N 3.40 401 131 8 Sisam 11008 373.0001 N 3.14 351 81 8 Cassia 10091 373.0001 S 3.141 351 81 8 Cassia 1010 373.000I N 4.191 50 16 12 Sisam I I1011| 373.0001 S 3.931 50i 121 12 Sisam I |10C121 373.600iS i3.931 50i 161 12 Sisam I I 1013C 374.0001 S 3.661 50i 15 12 Sisam |1014j 374.000_ N , 3.40 50i 1*4 12 Sisam I I10151 374 000 5 |3.40j 501 14 8 Sisam I |10161 374.0001 N 3.40 50 14 8 Sisam r1017] 374.000l S 3.141 50 13 10 Sisam |1018| 374.000 S 3.141 50 13 10 Sisam 10191 374.000 S 3 14 50 13[ 10 Sisam I I1020| 374.000 S 3 40 50! 141 1( Sisam |1021 374 0001 N 3.40 50j 14 10 Sisam 1022| 374 000 N 3.401 50 141 10 Sisam 10231 374 S i 3.40i sol 13[ 12 Sisam 1C241 374.0301 Si3 0401 501 13 10 Sisam | 10251 374 00ool s|03 401 55 131 10 Sisam 1026| 374 000 S 3 14 50j 12 10OSisam I 10271 374 000 N 3.14 50 13 t lSisarr 1028 37_ 4 000 S 3 40 50 13 10 Sisam 1029 j374000 N 3.40 50 13 10Sisam 1030 374 000 N 3.40 50 13 1t Stsaam 1031 374.000 S 3.14 45 131 t Sisam 1032 374 000 S 3 14 45 13 l OSisamn 1033 374.000 S 3.14 45 13 10 Sisam I_I_I 1034 374.000 S 3.14 45 13 10 Sisam 1035 374.000 S 3.14 40 13 10 Sisam 1036 374.0001 S 3.14 50 13 10 Sisam 1 037 374.000T S 3.14 50 13 10 Sisam I 1038 374 000 S 3 14 50 13 1 tSisam 11039 374.000 S 3.14 50 13 10 Sisam 1040 374.000 S 3.14 50 13 110 Sisam I 1041 374 000 S 3.40 50 13 10 Sisam I 1042 374.000 S 3.14 45 13 10 Sisam 1043 374.000 S 3.14 45 13 10 Sisam 1044 374.000 S 3.14 45 13 _ _ Sisam 11045 374.000 S 3.14 50 10 10 Sisam I 1046 374.000 S 3.14 50 10 10t Sisam I 1047 374. 000 S 3.14 50 10 12 Sisam I 1048 374.000 S 3.14 50 10 12 Sisam 1049 374.000 S 3.14 50 10 12 Sisam 1050 374.000 S 3.14 45 13 lt Sisam |10511 374.000 S 3.14 45 13 1C Sisam 110521 374.000 S 3.14 45 13 10 Sisam 10531 374.000 S 3.14 45 13 12 Sisam 10541 374.000 S 3.14 45 13 12 Sisam 10551 374.000 S 3.14 45 13 10 Sisam 10561 374.000 S 3.14 45 13 12 Sisam 1057 374.0001 S 3.14 40 13 10 Sisam I 1058| 374.0001 S 3.14 45 13 10 Sisam I 1059 374.000j S 3.40 45 13 12 Sisam 10601 374.0001 S 3.40 45 13 12 Sisam I 110611 374.000i S 3.14 45 13 12 Sisam I |10621 374.0001 S 3.141 50 13 10 Sisam I 110631 374.0001 S 3.141 501 131 151Sisam I |10641 374.000 S| 3.141 501 131 12|Sisam I |10651 374.0001 S 3.141 50 131 10|Sisam I |10661 374.0001 S 3.14- 50i 13 10iSisam 1067| 374.0001 S 3.141 501 131 12Sisam I 110681 374.0001 S1 3 14 501 131 10 Sisam I 110691 374.0001 S 3.141 501 131 10|Sisam I 11070j 374.000 S 13.141 501 131 12jSisam jIi 11071 374.0001 S 3.141 45 13 10 Sisam I I j10721 374.0001 S 3.141 451 13 10tSisam jIi i10731 374.0001 S 3.141 451 131 10 Sisam i |10741 374.0001 S 3.141 451 13| 10|Sisam 1075 374.0001 S1 3.14 45i 131 12|Sisam I |10761 374.0001 S 13.141 451 131 1olsisam 10771 374.0001 S1 3.141 451 131 10Sisam 10781 374.0001 S1 3.141 451 131 101Sisam I 10791 374.000( S 3-141 501 131 10|Sisam . 1080j 374.000j S 3.141 501 131 lOSisam I 10811 374.0001 S 3141 501 131 1O Sisam I 1082j 374 000 3.141 501 131 0ljSisam I 1083j 374 000o Sj 3 141 50 131 10jSisam I 1084| 374.0001 3.i41 50j 131 10 Sisam I 1085 374.0001 S 3.141 50i 131 1OISisam i |10861 374.000 5 |3.141 50s 131 10|Sisam I 10871 374.0001 3 14 501 131 10Sisam I 10388 374 000 3 141 501 131 Sisam 10891 24 000 S4 2 1C 5! 13. 10 Sisa.-n 1090i 3740001 S 3.141 501 131 lOSisam 1091 374.000 S 3.14 50 13 10 Sisam 1092 374.000 S 3.14 50 13 1 CSisam 1093 374.000 S 3.14 50 13 10 Sisam 1094 374 000 S 3 14 50 13| 10 Sisam 1095 374.000 S 3.401 50 131 10 Sisam 1096 374.000 S 3.40 501 131 1C Sisam 1097 374.000 S 1 3.14 451 131 10 Ingadulsis 1098 374.800 S| 3.14 5 13 10 Sisam 11099 375.000 S 3.40 45 13 1 0 Sisam 1100 375.00C N 3,66 5C 131 10 Sisam 11101 375.000 N 3401 50 131 1 CSisam 1103 375.000C N 4C 5 t 141 10 Sisam I 1104 375.000 S 4.19 551 151 10 Sisam 11 05 375.000 S 3.661 551 15 C Sisam 1106 375.000 N 3.40 55 131 10Sisam 1107 375.000 N 3.40 50 11 1C Sisam 1105 375.000 N 3.40 50 12 10 Sisam 1109 375.000 N 3.40 50 13 10 Sisam I1110 375.0001 N 3,40 50 13 10 Sisam I1111 375.000 N 3.14 50 13 10 Sisam _ 1112 375.000 N 3.14 50 13 10 Sisam 11131 375.000 N 3.14 50 13 10 Sisam _ . 1114 375.90 N 3.14 45 13 10 Sisam 11151 375.000 S 3.14 45 13 10 Arjun 1116 375.000 S 3.14 45 13 10 Arjun 1117 375.000 S 3.14 45 13 10 Sisam 1118 375.000 N 4.71 45 17 1 0 Sisam 1119 375.000 N 3.40 451 13 10 Sisam i 1120 375.000 N 3.14 45 13 0Sisam I 1121 375.000 N 3.14 45 13 10 Sisam 11221 375-000 N 3.14- 45 13 10 Sisam 11231 375.0001 N 3.14 45 13 10 Sisam ___ 11241 375.0001 N 3.14 45 13 10 Sisam 11251 375.0001 N 3.14 30 13 10 Sisam _ _ 11261 375.0001 N 3.14 551 13 10 Sisam ___ ___ _ 1127 375.000 S 3.14 551 8 10 Cassia |_._| 1128 375.000 S 3.40 551 13 10 Sisam 1129 375.000 N 3.14 50 13 10 Sisam 1_ 1 1130 375.000 N 3.14 50 13 10 Sisam _ __ 1131 375.000 N 3.40 55 13 10 Sisam __ I 1132 375.000 N 3.40 55 13 10 Sisam |11331 375.000 S 3.40 55 13 10 Sisam 111341 375.000 N 3.14 55 13 10 Sisam 1135.1 375.000 S 3.40 50j 13 10 Sisam j 111361 375.000 S 3.40 50 13 10 Sisam 11371 375.0001 N 3.14 45 133 10 Sisam j11381 375.0001 S 3.40 sol 13 10 Sisam j11391 375.0001 N 3.931 50i 1 3 10 Sisam |11401 375.0001 N 3.141 301 131 10|Sisam ___ 111411 375.0001 N 3.401 513 101Sisam I 11423 375.0001 S |3.141 501 131 10Sisam I 111431 375.000 S |3.141 501 13 0iSisam 1 1144' 375.0001 S 13.661 50~ 131 10Sisam _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1145| 375,0001 N I3.401 451 131 10|Sisam ___ 111461 375.0001 N 13.401 451 131 10 Sisam j11471 375000 S |3.401 50i 131 10 Sisam 111481 375.000 s 1 3.401 50l 131 10jSisam I__ 111491 375.0001 S 13.401 501 131 10 Sisam I 1150 375.00S 3.40 50 131 10Sisam I 1151j 375.0001 S 3.401 50 '31 10|Sisam I 1152 375.0001 N |3.401 501 131 10|Sisam I 1153 375.0001 S |3.661 451 131 0ISisam I 1154 375.000i N 13.401 501 131 10Sisam i 111551 375.0001 S 13.401 501 131 10 Sisam I 1156| 375.000 S 3 40 501 13 10 Sisam 1157r 375.000 N 3.40 50 13 10( Sisam 11581 375.000 N N 3 40 501 131 10 Sisam I | 1159 375.O S1 3141 501 13 10tSisam I | 1160 375.000 S 3.14 501 13 10 Sisam 1161 375.001 S 3 14 501 13 10 Sisam I 1 375000C N 3.66 501 13 1OSisam ~1163 375.000 S 3.14 45 13 10C Sisam 11 64 375.000 N 3.40 45 13 10 Sisam 1165 375.000 S 3 14 45 13 8 Sisam 1166 375.000 N 3.66 50 13 8 Sisam ___ 1167 375.000 N 3.66 50 13 BSisam I 1168 375.000 N 3.66 50 131 8 Sisam I 1169 375.0001 S 3.141 50 13 8 Sisam I . 1 170 375 000 N 3.14 40 13 10 Sisam I 1171 375 000 N 3.14 40 131 10 Sisam r 1172 375.000 S 3.14 40 13 10 Sisam _ 1173 375.000 N 3.14 40 13 10 Sisam . 1174 375.0001 N 3.14 35 131 1 Sisam _ 1175 375.000 S 3.40 40 13 10 Sisam I 1176 375.000 N 3.40 40 131 10 Sisam 1177 375.000 S 3.40 40 13 10 Sisam _ 1175 375.000 S 3.14 40 13 10 Sisam 11179 375.0001 N 3.14 40 13 10 Sisam 1180 375 000 N 3.14 40 131 10 Sisam 11881 375.000 S 3.14 40 13 10 Sisam 1182 375.000 S 3.40 40 13 B Sisam I 1183 375.000 S 3.40 40 13 B Sisam I 1184 375.000 S 3.40 40 13 10 Sisam I 1185 375.000 N 3.40 40 13 8 Sisam =I_ 1186 375.000 N 3.40 45 13 8 Sisam _ 1187 375.000 N 3.14 40 13 8 Sisam I 1188 375.000 N 3.40 45 131 8 Sisam I 11891 375.000 N 3.14 40 13 8 Sisam I 11901 375.000 S 3.14 40 131 81Sisam I 111911 375.000 S 3.66 45 131 8 Sisam 111921 375.000 S 3.14 45 131 8 Sisam I |11931 375.000 S 3.401 45 131 8 Sisam ___ r11941 375.000 S 3.141 45 131 8 Sisam I 111961 375.000 S 3.40145 13 8 Sisam I 1191. 375.000 S 3.401_45 131 81Sisam I _ j11981 375.0001 S 13.141 45 131 8 Sisam I 1199e 375.00S 3 50 1 8Sisam I___ 112001 375.0001 S 13.14t 451 131 8 Sisam I _ _- I1201 375.000 S 3.4055 131 8 Sisam _,III I12021 375.0001 S 3.40 45 131 a 8isam I 112031 375.000j S 3.40 45 13 8 Sisam I__ i12041 375.0001 S 3.40 45 13 8 Sisam 12051 375.0001 S 3.14 55 13 8 Sisam I 1 206 375 0001 S 3.14 451 13 8 Sisam 12071 375.000o S 3.14 451 13 8 Sisam I 12081 375.0001 S 3.401 401 131 1jSisam j12097 375.0001 S 3.141 401 131 10Sisam I r12101 375.0001 S1 3.661 501 131 10 Sisam I 1 12111 375.0001 S 3.401 501 131 10 Sisam I____ __________ j12021 375.000j S j 3.401 50 131 10 Sisam |12131 376.0001 S 3.141 351 131 10Siisam 1211 4 3765000 S 3.141 40 13 10|Sisam 1215 375.000 N 3.41 401 101 8 Karanj I 1216 376000 Sj 3141 351 31 8Sisam 1217 376.000 N 3.14 25 10 8 KaranI 1218 376.000 S 3 14 30j 13 BSisam 1219 376.000S 13.141 301 9 8IKaran j 12201 176.001 3 41 401 131 8 Sisam 1221F 376 0001 S 31 40 13 8 Sisam 1222T 376 000 S 3 141 40 13 13 Sisam 1223 1376.000 N 3 40 45 _-3 8 Sisam I 124 37e.000 N 3.14 45 1 3 81Sisam . 1225 36000S 3.93 40 13 8IKaran_ 1226' 376.000S S 3.93 40 131 6lKaranj I 1227 376.000 S 3.66 40 13 8IStsam _ n71228 376.000 S 3.93 40 13 81Karan; I 1229 376.000 . S 3.14 35 13 12ISisam 1230 376.000 S 3.93 55 141 8 Sisam 123i 376.000 N 3.93 50 14 8Sisam I 1232 376.000 S 3.66 40 14 7 Sisam I 1233 376.000 N 3.14 35 13 j10 Ssam _ 1234 376.000 S 314 35 13 SiSisam I 1235 376.000 S 3.14 35 13 6 Sisam 1236 376.000 N 314 - 35 13 15 Sisamr 1237 376.000 N 3.14 35 131 12 Sisam I 1238 376.000 N 3.14 35 13 12jSisam . i 1239 376.000 N 3.40 30 10 12Karan; _ 1 240 376.000 N 6.54 40 27 1 OlSisam 1 12411 376.000O N 3.40 _ 0 1 10 Sisarn _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ 12421 376.000 N 3.14 40 13 8 Sisam 11243 376.000( S 3.40 30 13 8 Neem I 1244 376.000 S 3.14 30 8 8 Karanj 1245 376.000 N 3.14 35 13 8 Sisam 1246 376.000 N 3.40 40 13 8 Sisam I 1247 376.000 . S 3.40 30 10 8 Karan_j 1248 376.000 S 3.40 40 13 B Sisam 1249 376.000 N 3.14 40 13 8 i Sisam 1250 376.000 S 3.14 40 13 81Sisar 1251 376.000 N 3.14 40 13 8 I Sisarr 1252 376.000 S 3.141 40 131 8 Sisam __ _ 12531 376.0001 S 3.141 40 131 _Sisarn I 12541 376.000 N 3.14 40 131 8|Sisam 12551 376.000 N 3.14 40 131 8|_isam 12561 376.000 N 3.14 40 131 8 iWsam 1257( 376.000 N 3.66 45 131 10Ssam __. 12581 376.000 S 3.14 30 81 8ICassia 12591 376.0001- S 3.14 35 101 8JKaran _ 1250 376.0001 S 3.141 35 101 8IKaranj I i12611 376.0001S S 314 35 101 8IKarani I i1262 376.000 N 6.54 45 28 6 _ ___6jSisam_j__ 1263 376.000 S 3.40 45 131 B_Sisam _ 12641 376.000 S 140 45 131 81Sisam 1265| 376.000 S 3.40 45 131 8ISisam 112661 376.000 S 340 45 131 8iSisam 12671 376.0001 N1 3.14 301 13 5|Sisam 1| 2681 376.0001 S 3-40 401 131 8|Sisam |12691 376.000° N| 3401 401 131 8 I Sisam I |12702 376.000j N 3.401 35 131 8 Sisam I__ 1271 377.0001 N 3.141 351 121 8ISisam I_I 1272| 377.000 S 3.401 401 131 10lSisam 12731 377.000j S 3.401 40 131 1DISisam j12741 377.000i N 3.14 40 13 I0|Sisam |1275i 377.0001 3.14i 40i 13i 15jSisam j |12761 377.000i Ni 3.14 401 131 15iSisam tI. 1277j 377.0001 S| 3141 351 131 10 Sisam 12781 377.000° N| 3.14) 40 131 10|Sisam j !1279) 377.0001 S 13.141 451 131 1O0Sisam 1280 377,00 S 3.401 451 '31 1alsam I I 281 j 377.0001 N 3141 451 131 151Sisam _ i j 12821 3771.0001 N1j3.141 45j 131 151stsam .| 12531 377T001 S 13141 45 13 1SISisam I 1 2821 377.000j N 3.14j 45 1'31 15|Sisam __ _ _ .__ _ _ __ _ _ _ __ _ _ _ _ 12841 377.0001 S 13.141 50 13 S isam I 1287| 377 0001 S 3.14| 55 13 15 Sisam 112871 377.0001 N 314 501 13 8 Sisam 112B8j 37770001 NI 314 50J 131_____Sisarnm 1289 377 000 N 3.14 501 131 8 Ssam 12901 3770001 S 3.14 451 13 Sisam 1291 377 0001 S 3.93 451 141 8 Sisam 1292 377.000 N 3.40 451 41 E_ Sisam I293 377.000 S 3-40 45 13 8 Sisam 11294 377 000 S 3.93 55 141 8 Sisam I ,!1295 377 OOCN 3.14 45 131 loSisam I i12961 377.00 S 3 93 5S 141 1 Sisam j 1297 377.0001 S 3.40 50| 13 10 Sisam 377.000 S 3.14 45 13 10 Sisam 1299 377.000 S 3.401 10 Sisam _ _ 1300 377.000 S 3.40 3 13 10 Sisam _ 11301 377.000 N 3.14 401 13 10 Sisam 1 1302 377.000 N 3.14 40 13 10 Sisam I 1303 377.000 N 3.401 45 13 10 Sisam _ 1304 377.000 S 3.40 451 13 10 Sisam !1305 377.000 S 3.40 451 13 10 Sisam i1306 377.000 S 3.40 45 13 10 Sisam |1307 377.000 N 3.401 45 13 10 Sisam. 1308 3777.000 S 3.93 55 16 10 Sisam 13091 377.00C S 3.14 40 13 10 Sisam 1310 377.000 S 3.14 40 13 10 Sisam 1 1311 377.000 S 3.66 45 14 10 Sisam |13121 377.000 N 3.66 40 13 10 Sisam 113131 377.000 N 3.40 45 13 10 Sisam = |1314 377.000 N 3.14 40 13 10 Sisam __ 1315 377.000 N 3.93 55 14 10 Sisam 1316 377.000 S 3.93 55 14 10 Sisam 1317 377.000 N 3.14 35 13 10 Sisam 1318 377.000 N 3.93 501 4 10 Sisam ... 1319 377.000 S 3.93 j55 1 10 Sisam 1320 377.000 S 3.93 551 15 10 Sisam 13211 377.-000 S 3.931 55 11 lOSisam |13221 377.000 S 3.931 55 15 10 Sisam .. 1323j 377.000 N 4.71 js 19 1cO Sisam . 11324 377.000 N 4.71 19 C 10 i sam _____ 113251 377.0001 4.71 60 1'9 lOSisam __ |13261 377.0001 S 5.23 50 22 10 Sisam 113271 377.0001 N 5.23 sol 22 10 Sisam 1328 377.0001 N 5.23 501 22 10 Sisam _. 1329 378.000 N 4.97 501 2 10 Sisam 1330 378.000 N 4.97 50i 22 10 Sisam I 1331 378.000 N 3.93 451 10 Sisam . 1333 378.000 N 4.71 551 201 10Sssam j13331 378.000 N 4.451 501 201 10 Sisam j13341 378.0001 N 34.711 501 20 10Sisam 13356 378.0001 N 3.931 45i8 8Sisam j13367 378.0001 N1 3.931 451 18 j10jSisam I Il1337| 378.0001 N13 3931- 451 1 8j 10|5isam 113381 378.0001 Nj 4711 501 22j 101Sisam j 113391 378.000 N 3.931 50j 191 1oSisam j13401 37B.000 N 5.50j 50j 241 10lSisam | 1341 378.0001 N 5.231 451 241 10 Sisam I 13421 378.0001 N 3.66i 40j 151 10 Sisam _ j 1343t 378 000 N 4.191 40j 151 10|Sisam j j13441 378.0001 N 3.40 4c1 151 lolSisam i_ I 1345 378 000 N 3.401 25- 13j 10|Sisam |_ | 1346 378.0001 N 3141 451 131 10lsam I_ I 13471 378 000o N |m3.40 45 13 10 Sisam 13481 37/ 000| N 3.g3 5D 16i lOlSisam | _ | 1349j7 378.0001 N 4.191 45 15| lOSisam I { 13 N 3 937 501 15 100SIsam .. _ i 13511 378.0001 N 3.66 50 15| 1t Sisam I -13521 378.000 N J3.93 45 15 10 Sisam I 113531 378 000 N 3.40 45 15 1C S isam 1 354 378 000 N 3.66 45 14 1CSisam 1355 378 000 N 3.14 45 13 1CSisam 1 1356 378 000 N 3 93 50 17 1 0Sisam 13571 378 000 N 4.71 50 20 1C Sisam 1 1358 378.000 N 4.19 50 20 10 Sisam 1359 378.000 N 4.71 50 21 10 Sisam . 1360 378.000 N 4.19 40 18 1C Sisam 1361 378.000 N 3.66 35 16 10 Sisam 1362 378.000 N 3.40 35 14 10 Sisam . 1363 378.000 N 3.93 55 17 10 Sisam 1364 378.000 N 3.66 45 15 10 Sisam 1365 378. 000 N 3.14 45 13 10 Sisam I 1366 378.000 N 4.19 45 18 10 Sisam 1367 378.000 N 4.19 45 18 10 Sisam 1368 378.000 N 3.14 40 13 10 Sisam 1369 378.000 N 3.66 40 14 10 Sisam 1370 378.000 N 3.14 45 13 10 Sisam . 1371 378.000 N 3.14 45 13 10 Sisamr 1372 378.000 N 3.40 50 13 10 Sisam 1373 378 .000I N 3.40 50 13 10 Sisam 1374 378.000 N 3.66 45 14 10 Sisam I__ 1375 378.000 N 3.93 451 14 10 Sisam 1376| 378.000 N 3.93 4S 14 10 Sisam 1377 j 378.000 N 3.66 50 14 10 Sisam 1378| 378.000 N 3.66 45 15 10 Sisam 11379 378.0001 N 3.93 45 16 10 Sisam 1380 378.000 N 3.93 45 18 10 Sisam 1381 378.000 N 4.71 45 171 10 Sisam 1382 378.000 N 4.45 45 17 10 Sisam 1383 378.000 N 4.19 45 171 10 Sisam 1384 378.000 N 3.66 451 16 10 Sisam 1385 378.000 N 6.28 55 27 10 Sisam r 1386 379.000 N 4.19 40 18 10 Sisam 1387 379.000 N 3.141 35 13 8 Ariun 1388 379.000 N 4.19| 35 201 10 Umber ficus 1389 379.0001 N 3.401 35 141 8 Sisam i13901 379.000 N 3.141 40 13| 8 Sisam |13911 379.000 N 3.141 401 131 8 Sisam |1392i 379.0001 N 3.141 401 13| iSisam 113931 379.0001 N 3.661 451 141 81Sisam 13941 379.0001 N 3.661 401 141 8iSisam I _ 13951 379.0001 N 3.40i 451 141 8BSisam 13961 379.0001 N 13.661 451 141 8Sisam I__ 13971 379.0001 N 13.401 451 141 81Sisam 13981 381.6001 N |3.141 35j 13| 8 Sisam _ _I_ _ 1399 381.0001 N _ 4.711 401 191 8Sisam I_ I |14001 381.000 N |3.661 351 16| 1ONeem I_I |14011 381.0001 N | 4.451 40 18 1 0Neem j14021 381.0001 N |4.191 401 221 12IFcus 114031 381.0001 N 14.71 401 221 15IFicus I1404l 381.0001 N i3.141 401 161 15iFicus 14051 381. 000 N I3.14j 401 16( 15 Ficus I I j14068 381.000( N |7.851 40 401 5jFicus I|I 14071 381.0001 N j3.93) 35 11 10ICassia 14081 381.000) N 13.661 351 151 10 Sisam I 1409j 381 000 N j3.401 35l 13i 10 Sisam I i1410 381.000o N |3.141 351 131 10 Sisam I I j 1411' 381.000o N I 3.14T 35i 131 10|Sisam I I 114121 31.000 N 3.401 40 13 101Sisam j 4131 381.0001 N j3.6 351 15| 15|Sisam |14141 382.0001 N 4.19 30 22 151Pipal ficus religeousa 1415T 382.0001 N i3.661 40 16 44 Neem 116 382.000k N 4.71 45 22 12 Neem m 1417 382000 N| 3.93 45 17 10 Sisam 1416 382000 N1| 680 45 32 5 SIsar ._ 1419 3820001 N 445 451117 SjSisam I420 382000 N 4.71 45 1 jj__sa_ 14211 382.000 N 393 45 17 5sam_ |l 422 382 0001N 1 419 45 11 SSsam 1 1423I 332,000 N13.40 40 14 10 Sisam 1 382.000N | 3.93 40 17 _ 5 Sisam i 1425 382 000 N 3.66 35151 c_ 9Sisam | 1426 _ 382 000o N 4.97 451 221 S Sisam 1427 382.0001 N 5.50 40 244 4 Sisam 1428 382.000 I N 4.19 50 18 5 Sisam I 11429 382.000 N 1445 40 18 5 Sisam _ 1430 382.000 N 7.33 451 35 4 Sisam I 1431 382.000 N 3.14 40 14 7 Sisam I 1432 382.000 N 3.93 45 141 7 Sisam 1433 382.0001 N 3.40 45 141 6 Sisam I 1 1434l 382.000( N 3.66 45 14 7 Sisam I 14351 382.000 N_ 314 45 13 7 Sisam I i 14361 382 000 N 3.14 451 13 7 Sisam L 1437 382.000 N 3.14 45 13 7 Sisam 11438 382.000 N 3.401 45 13 7 Sisam I | 1439 382.000 N 4.19 30 18 5 Neem I |1440 3B2.000 N 3 14 351 131 5 Sisam I 1441 382.4001 N 3.14 451 131 5 Sisam I 1442 382.0001 N 6.28 451 301 5 Sisam I 114431 382 00 N 1 5.50 401 231 S Sisam |14441 382.000| N | 3.40 301 141 15 Sisam 14451 382.0001 N1 3.14 301 13 15 Sisam 1446S 382.000 N| 3.66 351 15 15 Sisam ..I.__ 114471 382.0001 N t3.14 35 13 5 Sisam .- 11448 382.000| N 3.141 351 13 5 Sisam I ._. |14491 382.0001 N 3.14 351 14 5 r Neem I | 14501 382.0001 N . 3.66 401 14 51Sisam I i 14511 382.0001 N 3.14 45 14 15|Sisam r14521 382.0001 N 4.711 40 22 5 Sisam I |14531 382.000! N1 3 401 351 14 81Sisam I |14541 382.000 N 3.141 401 13 15|Sisam _ 114551 382.0001 N | 3.401 351 131 5 Sisam I 1456 382.00o N j 3.141 351 131 9 Sisam I 1457 382.0001N N 3.401 451 131 7 Sisam 1458 382.000N N 4.19) 501 181 8 issam I 1459 382.0001N N 3.141 351 131 5 Sisam I 1460 382.000i Ni 3.141 351 13i 7 Sisam 1 1461, 382.0001 N 3.141 35( 131 8Sisam ! 1462 382.000 N 3.401 401 131 5 Sisam 114631 382 0001 N 3.66 401 131 B|Sisam I i 14641 382 000i N 3.401 351 131 81sisam r r1455 382.000! N 3.661 35 131 8 Sisam I .- r14661 382.0001 N1 3.661 451 131 7ISisam _ T14671 382.000! N 3.93( 40 .15L 7tSisam _ |1468 382.000| N 3141 451 131 7|Sisam 1469 382.000° N 3.401 451 131 8Sisam I 1470l 382.000! N! 3.41 451 131 8 Sisam 14711 382.0001 N 3 40 501 131 8Sisam I 1472T 382.0001 N1 3.66 50j 131 8Sisam I 14731 3820001 N 1 3141 351 131 81Sisam I t 14741 382.0001 N| 6.28 551 261 8Sisam I 114751 3820001 N1 3.401 351 141 51Sisam I 14761 382.0001 N 14.71i 351 201 5 Sisam I i 14771 3820001 N 3401 4i0 131 5|Sisam1 1 14781 382 OO' N i 3.651 401 131 51Sisam I 14791 382 02. N1 3401 451 13 51 Sisam I | 14801 382.000i N1 3141 451 131 5 Sisam I r1 382.0001 N [ 3.401 50 13 5 Sisam ._ 1482 382.000 N 3.40 45 13[ 5 Sisam 1483 332 000 N 3.14 351 13[ 5Sisam I 1484 382.0001 N 3.14 401 13c 5Sisam 1485 3E2.000 N N 3.14 401 13 5 Sisam 1487 382.0001 N 3.14 451 13 5 Sisam 1487 382.000 N 3.14 401 131 5Sisam 1488 382.000 N 3.14 501 131 5Sisam 14891 382.0001N 3.14 401 13 5 Sisam 14901 382.0001 N 3.141 41 13 1 5 Sisam 14911 382.000 N 3.14 451 13 5Sisamr 14924 382.000| N 3.40 401 131 5 Sisam 14931 382.000j N 3.401 40 13 EAjns 5 Sisam 14941 382.0001 N 3.14 401 13 5Sisam I 14951 382.0003 N 3.14 201 121 8 Arjun Kisan Bricks Udyog T14961 382.0001 N 3.14 35I 13 3Sisam I 14971 383.000 N 3.14 301 13_ 3 Arjun 1149 383.0001 N 3.14 305 13 .3_ ArjunI 1499 383.000 N 3.14 301 13 3 Arjun 15004 383.000 N 3.141 35 131 8 Arjun I_I 15011 383.0001 N 3.14 35 131 3 Sisam I 1502 383.0001 N 3.14 32 13 8 Arjun I 1503 383.0001 N 3.14 30| 13 8 Ar un .I_____ 1504 383.0001 N 3.141 30 13 1 8 Arun 15051 383.0001 N 3.141 351 131 38Sisam 15061 383.0001 N 3.141 251 1|3 8 Arjun 15071 383.000 N 3.14 25 10 Mango 1508 383,0O N 3.93 401 16 6 Sisam j 15091 383.0001 N 3.14 401 13 8 Sisam 15101 383.0001 N 3.40 451 12 Si Aun 15111 383.0001 N 3.14 451 12 10|Arjun 1512 383.0001 N 3.14 451 121 10OArju 11513 383.0001 N 3.14 351 131 6Sisam I 1514 383.000 N 3.140 3 13 10 Sisam 1515 383.000 N 3.140 3 10 Sisam 15171 383.000 N 3.4014 13~ 10 Sisam_______________ 1517 1 383.000] N 3.140 401 13 10 Sisam _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ 15181 383.000] N 3.141 4013 10 Sisam 15219 383.0001 N 3.141 35 10 Sisam ____ 1521 383.0001 N 3.141 351 13 41Sisam I_ I 15221 383.000| N 3.141 251 13 41Sisam i__ 15231 383.0001 N 3.14 301 13 41sisam I1_ 15241 383.0001 N 3.141 301 131 4_Sisam _ 15251 383.000| N 3.141 30 13 4jSisam Ij _ 15251 383.0001 N 3.401 301 13 lOSisam i_ _ 15271 383.0001 N 3.401 301 13 4 Sisam I__ 15281 383.000C N 3.40 401 13 4ISisam I I__ 15291 383.000 N 3.93 401 15 loSisam I 1530| 383.0001 N 3.66 401 15 10|Sisam _ I 15311 383.0001 N 3.66 40T 151 81Sisam 15321 383.000i N 3.40 401 14 3iSisam ____ |15331 383.000 N 3.66 451 14 8iSisam I |15341 383.0001 N 3661 451 141 8 Sisam 15351 383 000o N 3.66 451 141 8 Sisam _ 115368 383.0001 N 3.931 351 16 3 1Sisam 15371 383.000 N 3.66 35 14 8Sisam I 15381 383 000 N N 4191 40; 171 B|Sisam I15395 383 0001 N 3.661 ^35 *51 81sisam j15401 383 0001 N 3 401 451 131 31Sisam |15411 383,0001 N 3 401 45 131 315isam I |15421 3830001 N1 3401 45 13 31Sisam 15431 383.03Di N 1 3401 4 13 3isam 15441 383.0030 N 1 3401 '5l 131 31sisam | 15451 383 000o N | 314 401 131 71Sisam 1546 363 0001 N14451 40 201 8 Sisam I 15481 3830001 N 340 301 16| 8 Ficus 1549 383.500J N 419 30 251 8 Barcad I 1550 383 000 N 419 40 15| 8 Sisam 1551 383.000 N 3 66 40 15 7 Sisam ,5521 383.000 N 3.40 40 14 8 S 1sam _ 15531 383.000 N 3.93 50 15 5 Sisam I 15541 383.000 N 4.71 50 20 3 Sisam I 15551 383.0C0 N 4.71 45 20 12 Sisam 1 1558 | 383.000 N 4.71 40 20 7 Sisam I _ _ 11557 383 000 N 3.66 40 15 = _lsisam I I1558 383 000 N 3.14 35 13 12)Sisam _ 1559 3B3.000 N 3 14 35 13 12 Sisam I 1560 383.000 N 3.14 35 13 10 Sisam 1561 383.000 N 3 401 40 14 10 Sisam I 15621 3B3.000i N 3.141 35 13 10jSisam I 15631 383.0001 N 3.141 35 131 10 Sisam 15641 383.0001 N 3.931 40 151 10 Sisam I 15651 383 OOOj1N 3.931 40 151 10 Sisam I 15661 383.0001 N 31N 4 40 15| 8 Sisam I _ 115671 383.0007 N 13.931 40 151 8 Sisam |I _ ___ |15688 383.0001 N 3.931 40 151 8 Sisam I_, i 1569 383.0001 N 3.93 40 15 8 Sisam 1 15701 383000 N 3.40 35 15 12Sisam _ r15711 383.0001 N 3.141 35 13 12 Sisam _ 115721 383.0001 N1 3141 35 13 12 .Ssam | i15731 383.0001 N 3 14 451 13 101Sisam j j15741 383.0001 N 3.66 40 '51 121 Sisam _ 15751 383.0001 N 3.14 401 131 10 Sisam _ 15761 383.0001 N 3.14 401 131 10 Sisam _ 115771 383.0001 N 13.40 401 131 8 Sisam _ i15781 383.0001 N 3.141 40 13 8 Sisam _ 115791 383.000; N 3.40 40 121 10Arjiun |1580| 383.000 N 3.14 40 13 10|Sisam |1581 383.000N N 3.40 40 121 12 Aiun 15821 383.0001 N 3.40 40 131 10iSisam I 1583| 383.000 N 3.40 35 121 10 NArjun __i 15841 383000 N 3.14 35 1 1OSisam I___ I1585| 383.0001 N1 3.14 30 13 10 Mango I 15861 383 000 N 3931 40o 171 lO|Sisam I_ _ |15871 383.0001 N1 3.93 401 171 10 sisam _ I 15881 383.000 N1 3.931 401 171 10|Sisam I 15891 383.0001 N 13.401 30 141 10ISisarn I 15901 383.0001 N1 4.711 55 171 10 Arjun 1591 363.000 Nj 340( 45 14 10 jSisam I 15921 383.000l N1 3.141 45 13 8BSisam I___.___ |15931 383.0001 N 314 45' 131 10Sisam |15941 383.0001 N| 3.401 451 141 81sisam |15951 383.0001 N 3.401 451 141 10 Sssam I______ !15961 383000j N 3.141 451 131 1lOSisam L_____ |15971 383.0001 N| 3401 451 141 10|Sisam I_ _ _ _ 11598i 383.0001 N 3.66 451 151 10 Arjun I !15991 383 000° N| 314 401 131 10|Arjun I _ _ 16001 3B3 000o N 4.45 45! 18| 1)lArjun 16011 383.0001 N| 445 45 181 lOArjun 1602 383.000j N 314 45 13 lOSisam 16031 383.0001 N 3 931 451 15! 10lArjun I I_6041 383.000 N 1 3.401 451 141 lolAriun ! I I l505l 383.0001 N 3.661 301 16| 121jackfruit | _ I 1606 383 000| N 3.931 40_ 18 15lMana 1 16G071 383 0001 N 1 3.661 50i 141 lAr4un I1-506 383 0001 N i 3 1 & 5 1 13 10jArjun j 16091 383 000 N 419 45 15i 12Arun I 16101 383 ooo0 N| 3141 401 141_ 12Manoo i 161t 383.0001 N 3.14 40 14 12 Mango 1612 383 0001 N 6.28 45 26 10 Arjun _ _ 1613 383.0001 N 3.66_ 45 14 8 Sisam I 1614 383.0001 N 3.66 45 14 8 Sisam 1615 383.0001 N 3.14 45 13 8fSisam 1616 383.O00 N 4.71 45 20 6 Sisam 16171 384.000 N 4.71 45 20 6 Sisam 1618 384.000 N 3.66 4 16 8 Sisam I 1619 384.000 N 6.28 451 30 5 Sisam I 16201 384.000 N 6.28 50V 30 5 Sisam 1621 384.000 N 3.931 40 17 10 Sisam 11622 384.000 N 4,71 50 p 22 10 Sisam 1623 384.000 N 4.71 S0( 22 10 Sisam _, 16241 384.000 N 3.93 50 18 10 Sisam _ 1625 384.000 N 5.231 S0 22 10 Arjun ,, 1 1626( 384.0001 N 15.231 551 221 10Arjun I _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ 1627 384.000 N 5.23 50 22 10( Sisam I_ 1628 384.000 N 4.71 45 22 f_ Sisam I 1629 384.000 N 4.71 45 22 E_ Sisam I 1630 3B4.000 N 4.71 45_ 22 8 Sisam I 1631 384.000 N 4.45 45 18 10 Sisam I 1632 384.000 N 3- 3.9 45 17 10 Sisam I __ 1633 384.000 N 3.93 45 16 10 Arjun I 11634 384.000 N 3.93 45 17 10C Sisam 1635 384.000 N 5.23 45 22 10 Sisam _ 1636 384.000 N 4.71 45 20 10 Sisam 1637 384.000 N 4.71 451 20 10 Sisam _ _._,, 1638 384.000 N 4.45 45 18 10 Sisam _16391 384.000 N 4.45 451 18 10 Sisam 16401 384.000 N 4.45 45 18 10 Sisam I 1641 384.000 N 4.71 50 20 10 Sisam I __ 1642 384.000 N 3.66 50 16 10 Sisam _ _ _1643 384.000 N 3.93 45 16 10 Sisam .I._,_. 1644 384.000 N 3.93 45 16 10isisam 1645 384.000 N 5.23 50 24 10JArjun I 1646 384.000 N 5.23 50 24 10 NArjun 1647 384.000 N 4.71 45 22 10 Arjun I 1548 384.000 N 5.23 45 22 1 0 1 Mango I 1649 384.000 N 5.23 50 22 8 Sisam 1650 384 000 N 5.76 50 221 8Sisam I 16511 384.000 N 5.76 55 22 101 Sisam 1652 384.000 N 4.711 50 22 10 jSisam I 1653 384.000 N 5.23 50 22 lO-Sisam I |16541 384.0001 N1 3.14 301 131 S|Sisam I |16551 384.000 N 3.141 301 131 8 sisam |16561 384.0001 N 13.141 301 131 81Sisam I | 1657| 384.000 N 5.231 501 221 5|Sisam I | 1658| 384.000) N 3.931 551 171 B|Sisam 16591 384.0001 N 3.401 551 '51 5 Sisam 16601 384.0001 N 3.931 501 171 6 Sisam ! 16611 384.0001 N 3.661 401 141 8 Sisam |1662| 384.0001 N 3.401 401 141 8 Sisam 16631 384.000j N 3.931 401 141 8 Sisam 16641 384.0001 N 3.931 401 141 8 Sisam |1665| 384.0001 N 4.711 401 201 8 Sisam 186661 384.0001 N 14.711 401 201 81sisam 116671 3B4.0001 N1 4.711 501 201 71Sisam 16681 384.0001 N 3.931 5017 8iSisam |16691 384.0001 N 3.931 451 171 8 Sisam 16701 384.0001 N1 393 451 171 8 Sisam 16711 384.000 N 4.711 401 221 BSisam I 1672¢ 384.000 N 3.661 401 161 8 Sisam 16731 354 000° N| 4 711 4s! 18| 8 Sisam | 1674| 384.0001 NI 3.i4l 351 141 81Sisam [ 1675] 384 0001 N| 4.711 45171 8 Sisam 1 46 N 13.931 401 17 6 Sisam 167 384 N 3 93 40 17 6 Sisam 168 384 000 N 4 71 45 20 6 Sisam 167 384 000 N 5 76 45 24 1 SIsam T680 384 000 N 5.23 45 24 10 Sisam 1681 384.000 N 4.71 45 20 10 Sisam 1682 384.000 N _5.23 45 22 10 Sisam 1683 384.000 N 6.28 45 28 10 Sisam I 1684 384.00 N 8.37 50 35 10 Sisam .__ 1 685 384 000 N 6.28 o50 28 12 Sisam 1 686 384.000 N 6.28 40 28 15 Sisam I 1687 384.000 N 6.54 50C 28 10 Sisam I 1688 384.000 N 8.37 451 36 10 Sisam 1689 384.000 N 4.71 45 20 12 Sisam 1690 384.000 N 4.19 45 15 12 Sisam 1691 384.000 N 5.23 55 221 10 Sisam 1692 384.000 N 4.71 45 20 1o Sisam 1693 384.000 N 6.80 451 27 10 Sisarm I 1694 384.000 N 6.80 45 28 12 Sisam I 1695 384.000 N 3.14 45 13 12 Sisam _ 1696 384.000 N 5 76 50 24 12 Sisam 1697 384.000 N 5.76 50 24 12 Sisam __ 1698 384.000 N 3.66 45 15 10 Sisam I 16991 385.0001 N 3.661 451 151 10 Sesam I 1700 385.000 N 3.14 45 131 10 Sisam 1701 385 000 N 3.14 45 13 10 Sisam I |17021 385.0001 N 13.14 45 131 10 Sisam _I f1703 385.000 N| 3.93 50 7 1 8 Sisam I 1704 385.000 N 4.19 50 17 8 Sisam 1705 385.000 N 4.71 50 17 8 Sisam I 1706 385.000 N 4.711 50 19 9 Sisam I 1707 385.000 N 4.71 50 1C 98 Sisam I 17081 385.000 N 5.231 50 22 12 Sisam r1709 385.000 N 4.71 50 19 12 Sisam 117101 385.000 N 4.711 501 20 12 Sisam 17111 385.000 N 7.331 501 32i 12 SisaM 17121 385.000 N 3.661 401 151 12 Sisam f17131 385.DOO N 4.71 401 20 12 Sisam 1714 385.000 N 4711 401 20 121Sisam | 1715| 385.0001 N15.231 401 20 12|Sisam 17161 385 000 N N15.231 401 20 12 Sisam j1717j .000N 4.711 451 20 12 Sisam | 1718| 3850001 N| 4.71 451 20 12jSisam I 1 719 385 00 N 5.76 501 241 121 Sisam I |17201 385.0001 N 3.93 451 171 12ISisam I |17211 385.000 N 3.66 451 161 10|Sisam I |1722 385.0001 N 7.33 55i 321 10 Sisam I 1723 385000 N 4.71 451 191 10 Sisam 117241 385.0001 N 7331 501 321 10 Sisam |17251 385.0001 Nj 7.331 50s 321 10Sisam 117261 385.0001 N 6.281 451 281 10 Sisam 1727 385.0001 N 3.931 451 161 12 Sisam I r17281 385.0001 N1 3931 501 161 12 Sisam I 17291 385.0001 N 4.451 451 191 12 Sisam I 17301 385.000j N1 4-71 45 191 12 Sisam I | 17311 385.0001 N 6.801 401 281 12|Sisam I |17321 385 000| N 4.711 401 221 12|Sisam I |17331 385 000° N 5.761 50| 241 10 SIsam I 1734 385.0001 N 4.971 451 201 10|Sisam I 117351 385.0001 N 7 5 50 321 101Sisam I 1.17361 385 000o N 3.401 401 151 16Sisam I |17371 385 000j N 6 54j 451 281 lO1Sisam I 117331 385.0001 N 7 59i 451 321 10 Sisam I 17391 385 0001 N 3.14 40 131 10 Sisam 17401 385I0001 N 654 50 28 10 Sisam J 1741 385.000 N 8.37 55 34 10 Sisam 1742 385.000 N 3.40 40 15 10 Sisam 1743 385000 N 4. 1 40 15 1C Sisam 1 744 385. 00 N 4451 40 1 8 12 Sisam 174 385.000 N 3 40 40 13 12 Sisam 1746 385 000 N 3.141 40 13 12 Sisam 1747 385000 N 3.66 40 13 12 Sisam 1748 385.000 N 3.66 35 161 1 Sisam 11749 385.000 N 3.66 451 16 1C Sisam 1750 385.000 N 4.19 50 18 12 Sisam 1751 385.000 N 3.93 40 18 12 iSisam 1752 385.000 N 4.19 40 18 12 Sisam 1753 385.000 N 4.19 40 18 12 Sisam 1754 385.000 N 3.14 40 13 12 Sisam 1755 385.000 N 4.451 50 18 12 Sisam 1756 385.000 N 3.661 50 12 t lArduso _ __ _ 1757 385.000 N 3.40 35 13 12 Sisam 1758 385.000 N .3.66 35 13 12 Sisam ___. 11759 385.000 N 3.141 35 131 12 Sisam 11760 385.000 N 3.14 40 13 12 Sisam 1761 385.0001 N 3.93 40 16 12 Sisam 1762 385.000 N 4.45 40 18 12 Sisam 1763 385.000 N 6.80 50 32 10 Sisam 1764 385.000 N 4.45 40 18 12 Sisam 1765 385.000 N 3.14 40 13 12 Sisam 1766 385.000 N 3.14 30 13 12 Sisam 17671 385.000 N 3.66 30 18 12 Mango 1768 385.000 N 3.40 35 15 10 Sisam 1769 385.000 N 4.19 40 18 12 Sisam 1770 385.000 N 3.40 40 151 10 Sisam _ 1771 385.000 N 4.45 40 18 10 Sisam 1772 385.000 N 3.66 40 16 10 Sisam 1773 385.000 N 4.45 40 18 10 Sisam 1774 385.000 N 4.45 40 18 10 Sisam 1775 385:000 N 3.93 40 18 10 Sisam 1776 385.000 N 3.68 35 16 1O Sisam . 17T7 385.000 N 3.66 35 16 10 Sisam 1778 385.000 N 3.66 35 16 10 Sisam 1779 385.000 N 3.93 40 16 10 Sisam 1780 385.000 N 4.19 40 18 10 Sisam 1781 385.000 N 3.14 35 1 3 10 Sisam ._. 1782 385.000 N 3.93 40 15 10 Sisam 17831 385.000 N 4.19 40 18 10 Sisam 17841 385.000 N 3.66 40 15 12 Sisam _ 17851 385.000 N 3.66 40 15 12 Sisam I 17861 385.000 N 3.14 40 13 10lSisam _ 117871 385.0001 N 13.66 40 16 10ISisam I 117881 385.0001 N 3.66 40 13 10 Sisam j 1789 385.0001 N 3.93 45 16 1 01 Sisam I 1790 385.000i N 4.19 40 18 10iSisam 1791 385.0001 N 3.93 30 18 10 Sisam 1792 385.0001 N 4.19 45 18 10 Sisam 1793 385000 N |3.6 50 18 10 Sisam 1794 385.000 N 3.66 50 18 10 Sisam 1 795 385.000 N 8.37 50 34 10 Sisam 1796 385.000 N 3.661 5C 16 8 Sisam 1 797 386.000 N 5 24 8Sisam 1 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix 3 Wells and Hand pumps identified for enhancement Communit Locatlon/ Side of Road Distance Category for S. No. Resources Chainage North/South fron CW Enhancement 1 Well 327.600 South 8.0 Archaeologically imp. 2 Well 331.200 North 18.0 C 3 Well 341.700 North 16.0 C 4 Well 351.750 North 10.0 C 5 Well 352.100 South 6.0 A 6 Well 368.100 North 5.0 A 7 Well 369.600 North 18.0 C 8 Well 373.900 South 7.0 A 9 Well 375.400 North 20.0 . C 10 Well 376.400 North 11.5 B 11 Well 383.500 North 12.0 B 12 Well 387.200 South 19.0 C 13 Hand pumps 374.200 South 18.0 3 14 Hand pumps 341.700 North 5.0 1 15 Hand pumps 389.500 North 8.0 1 16 Hand pumps 329.100 North 6.0 1 17 Hand pumps 329.050 South 12.0 2 18 Hand pumps 331.400 North 7.0 1 19 Hand pumps 331.500 North 20.0 3 20 Hand pumps 331.550 South 8.5 1 21 Hand pumps 331.600 South 9.0 1 22 Hand pumps 332.200 South 8.5 1 23 Hand pumps 335.250 North 22.0 3 24 Hand pumps. 336.200 North 5.1 1 25 Hand pumps 341.700 North 4.2 1 26 Hand pumps 351.200 South 3.1 1 27 Hand pumps 352.100 North 15.0 2 28 Hand pumps 352.210 North 6.5 1 29 Hand pumps 359.550 North 5.8 1 30 Hand pumps 375.900 North 10.1 1 31 Hand pumps 379.150 South 11.1 1 32 Hand pumps 381.950 North 24.0 3 33 Hand pumps 383.900 South 12.1 1 34 Hand pumps 83.950 North 14.1 1 35 Hand pumps 383.970 North 15.2 1 36 Hand pumps 385.700 North 10.0 1 37 Hand pumps 386.600 North 12.1 1 38 Hand pumps 386.750 North 25.0 3 39 Hand pumps 391.900 South 21.0 3 40 Hand pumps 392.650 North 15.1 1 41 Hand pumps 393.100 North 12.1 1 Note Type -1: Hand pumps to be relocated Type - A Well to be relocated Type - 2 Hand pump in the RoW Type - B Well wih in RoW Type - 3 Hand pump on the edge of the ditch Type - C Well on the edge of the ditch Appendix 4 Cultural properties to be relocated Chainage Type Side Distance Remarks 373.900 Temple+well South 7.0 Well is in use presently 368 100 Temple+well North 5.0 Well is in use presently 352.100 Well South 6.0 Well is in use presently I @pA j4ssL.% Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix 5 List of borrow areas S no. Chainage Distance from ROW Side of Road 1 325.650 South 250.Om 2 329.605 South 200.Om 3 333.600 North 225.Om 4 337.100 South 200.Om 5 340.680 South 225.Om 6 343.600 North 200.Om 7 347.300 South 225.Om 8 351.600 North 250.Om 9 356.500 South 225.Om 10 361.600 South 200.Om 11 365.150 South 250.0m 12 369.600 North 200.Om 13 373.550 South 225.0m 14 377.600 South 200.Om 15 381.650 South 225.0m 16 385.600 North 250.0m 17 389.650 South 300.Om 18 391.600 South 200.Om Appendix 6 Recommended Quarry Areas S no. Place Material type 1 Jotana, Fatehpur Sikri Rock 2 Bayana (Damdama) . Rock 3 Tora, Ghatta, Indrauli, Sikri (Deeg) Rock 4 Palla, Ghatta, 1ndrauli, Lasher (Kaman) Rock 5 Naya gaon, Chora gaon, Shankarpur, (Gwalior) Rock 6 Rishari Rock 7 Digara, Laxmanpura, Bijoli, Katili, Pa8li Swissa Pahhari, (Jhansi) Rock Appendix 7 Water bodies for enhancement S DistN Side of Location Size Existing condition' land S. oad.(in) Road LoainL (in) x B (mn) us I remarks Design Prepared Presently singhara Detailed design 1 1.5 South 332.200 50x40m cultivation happening drawing No, 1 B1332.2/4 An old ruin stands on a Detailed design 5.0 North 388.900 200x40m hillock close by drawing No. I B/388.2/8 Bawan Bhigha - very near Detailed design 3 25.0 North 389.800 300x300m Kwaja ka Phool drawing 25 No.10 N389.81P Appendix 8 Proposed Truck Parking Lay-byes along the Grand Trunk Road S. No. Location Direction Remarks Design Prepared 1 | 382.750 North Proposed in Engineering design Typical Design Drawing Engineering ~~no. T-14 [ P., Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix 9 Major and Minor Junctions identified for enhancement S. No. I Location - Type of Junction Remarks Design Prepared Major Junctions Typical Junction 1 326.125 Y Junction Start of Ekdil Bypass design Drawing No. 4 Typical Junction 2 327.000 Y Junction End of Ekdil Bypass design Drawing No. 4 Typical Junction 3 336.000 Y Junction Start of Bakewar Bypass design Drawing No. 4 Typical Junction 4 339.300 Y Junction End of Bakewar Bypass design Drawing No. 4 Typical Junction 5 342.500 Y Junction Start of Ujhayani Bypass design Drawing No. 4 6 350.500 Y Junction End of Ujhayani Bypass Typical Junction desion Drawing No. 4 7 347.600 Y Junction End of AnatRam Bypass Typical Junction design Drawing No. 4 8 353.0500 Y Junction Start of Ajitmal Bypass Typical Junction _______ _____________ ________________ ~design Drawing No. 4 9 358.700 Y Junction End of Ajitmal Bypass Typical Junction _______ ____________ ~~~~~~~~~~design Drawing No. 4 10 360.400 Y Junction Start of Bhikepur Bypass Typical Junction _______ ~~~~~~~~~~~~~~~~~design Drawing No. 4 1 363.450 Y Junction End of Bhikepur Bypass deTypical Junction _____ _ __ ____ ____ ____ ____ ____ _ __ _____ ____ ____ ____ ____ design Draw ing No. 4 12 366.450 Y Junction End of Muradganj Bypass Typical Junction _______ _____________ ~~~~~~~~~~design Drawing No. 4 1 3 371.500 Cross roads, Bus stand can be proposed on Typical Junction Major junction both sides of the road design Drawing No. 3 14 378.300 Cross roads, Bus stop also proposed Typicag Jungtion ___ I_ _. Major junction design Drawing No. 3 Minor Junctions 1 330.400 T-Junction Rural Area design Drawing No. 5 2 357.500 T-Junction Rural Area Typical Junction __ _ _ _ __ _ _ __ _ __ _ _ _ _ __ _ _ __ _ __ _ design Drawing No. 5 I -a ALueLe:b2 ==7D Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix 10 Landscape Plans I O Zg7= Package IC TCS Trees No. Shrubs No. Turfing Area (M2) 1a Cassia biflora 167 14400 Total 167r 2a Madhuca indica 1698 Bouganvillae 6793 Gravillea robusta 10190 Total 6793 Total 11886 r 2b Madhuca indica 975 Bouganvillae 7800 7 Gravillea robusta 7800 Total 7800 | Total 8775 2c Madhuca indica 200 Bouganvillae 800 _ Gravillea robusta 1200 Total 800 Cassia Nodosa 800 Total 22001 2d Madhuca indica 1067 Bouganvillae 4267 Gravillea robista 6400 Total 4267 Cassia Nodosa 2133 Total 9600 2e Madhuca indica 167 Bouganvillae 667 Gravillea robusta 1333 Total 667 Cassia Nodosa 667 Total 2167 3a Mangifera indica 50 Bouganviilae 400 Acacia auriculiformis 400 Total 400 Total 450 3b Mangifera indica 3785 Bouganvillae 15140 Lagerstromia flosreginea 22710 Total 15140 Terminalia Arijuna 15140 Acacia auwculiformis 15140 Total 56775 4a Syzynium cumini 75 Bouganvillae 600 Lagerstromia flosreginea 300 Total 600 ____=___Acacia auriculiformis 300 Total 675 4b Syzynium cumini 158 Bouganvillae 1267 Terminalia arjuna 633 Total 1267 Lagerstromia flosreginea 633 Acacia auriculiformis 1267 Total 2692 Total Acacia auriculiformis 17107 Bouganvillae 37733 14400 Cassia Nodosa 3600 Cassia biflora 167 Gravillea robusta 26923 Total 37900 Lagerstromia flosreginea 23643 Madhuca indica 4107 Mangifera indica 3835 Syzynium cumini 233 Terminalia arjuna 15773 Total 95222 L S5 'L55-11111 7;3 7-3 1|5[1±115 55 1.2 SECTION: TCS-1. Ia -.j ' ;: --- ---t…-1 - ----l-.-- -- ---- - - . - … . - …- -… - ,.t - … --TRE *- ____ ------.1 --T---- ~ . -~ --4- ----------1-- --1- -:- -- -I - - - - - N - - - - - - - a *… ------I-7-- ~--7 -- - --- - .- - - - PKG:1- C, Desi-----------2 98t.0 14.-1535.-6,34 - 64.4, - --- D- - --….- -- r - ~ ~ --~ lff INDEPENOENI ENvlRONME IIt EE 0z - - …_ r | - - -1- - - ~~~-- - --- -- - ----- -2 -RF PLAN: TCS-1,1a PKG i_ ___r__ ¢ . . . _ 4~ , _ BOUGANVILLAE ID ~ I t k --fT r 01 FG t -- ? - :-~ @M C/C -40 i . > °0 MADHUCA INDIC A 0gi-K __e 4 --__<{ ___-__5 L- -L -Q0- ~ ~ ~- © 32M C/C ----- ---F-- -e- -- -- - -o PLAN: TCS-2-a P19G:1- C, Des.ign CH: 10.7-14.6, 6.25-9.8, 29.26-32 RURAL SECTION RIGHT SIDE WIDENING Averoge ROW cvoiloble =40 ROAD LANDSCAPE SECTION: 321-393 |Space ior plantation =7.4m oDn left side At 334.275-334.525(N). one row of 4 10mr strip on Right Homelia pc tens (tali shrub) to be plonted ti 3m c/c| in the inner row(south side)for noise mitigation t,~~~~~~~~~~ I-P -PAND -TP-NK- ROD IM NTPJT NaGa7H2 Y ,AHUGbA ONDI l _ 4-~~1 gI-mA RINDEPENDEN ENVIRGNMENGeL REVIEW 1 1 l =4 At 33.7-355N oneF rrcrr ol _ 1G sti on RightfulK_ |omelo OWp 55| o tren (tilshrb to be planted @ioi 3m5n ncn/citn t lFbv 0 0 O'S 1) No t,.e ta be plooted ,,Ih,o 2,5"~ f -a;s.fi~q two. FhNb lAsaoeks SoUth Aska PVL. Utd. 2) Aternote fleer and outrw roas or trees are to be repeate t*SS1UC where evec eutro 000nc0 5s avoJilale, or deleted wlrerere, IX i2 - L eAscits 1. .I~ ,d A41 IAA11110 A|c t | c m_ wX 11111111 LANDSCAPE PLAN FOR PACKAGE: IC, TCS-2a (Rural) Landscape Section: 321-393 Design Chainage forrTCS: 62549.8, 10.7-14.6, 29.26-32 Length (m): 10190 Average ROW avaiable: 40m Space for Plantation: 7.4m Left l Om Right North Beyond Daylight Species Spacing No. of trees No. of Turfed area (m2) _Line ( m dc) shrubs_ Ist row Madhuca indica 12 849 2nd row Gravillea 3 3397 2nd row ~robusta South Beyond Daylight Line . l1st row Madhuca indica . 12 849 2nd row Gravillsa 3 3397 ___________ ~~robusta__ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ 3rd row Gravilea 33397= Median (5m) Median __ _ _ lst row Bouganvillae 3 3397 ._________ 2nd row Bouganvillae 3 _ _3397 Total Section _ Total Madhuca indica 1698 Total Gravila 10190 __________ ~~~robusta _ _ _ _ _ _ _ _ _ _ _ _ _ Total Trees _ _ 11888 _ __________ Total Bouganvilsae 6793 . - Total Shrubs 6793 |L,,0 | 7.3 5 7.3 4.0m 10.0 SECTION: TCS-2-b ;------'--- ---t--- t y OUA ANVILLAE 0 0~~~~~~~~~~~~~ !. t - -t--:-G---- --------- - -- MAHUA NDC I X 1 t__ t L_ i__i 12M C/_C I PLAN: TCS-2-b . ~~~~~~~~~~~~RURAL SECTION PKG:1- C. Design CH 2-5.1. 46.7-47.9, 48-5-55.9.CONCENTRIC Average POW ovcilable =36 ROAD LANDSCAPE SECTION: 321-3'93 Spauce for plcntation =Om on each side + 10m strip on Right INDEPENDENT EWvRONIVIENTAL REVEW I 1 _ S (g Vs TA Vcr _ ~~~~~~~~~~~~~~~~~~~I I O O -EV. 9;" |oNo 1) No tree iS tO tbe tPOrted -itwin 25 *11 0,,r ehlistq- tree. tm |[iM AsoWfts &8>l0 Aftr PVIt Lld ?0;= 2) Ait,ent. inn.r ond ..kW -.w of 1-. .e. tor te -prrt.d TM n A ^L r_"_. Lw ASiaCtff -rmcrress .r"s; --- -here ever ]--Io jbwbseee unie othe%ise ored 1 |-- --- --- LANDSCAPE PLAN FOR PACKAGE: 1C, TCS-2b (Rural) Landscape Section: 321-393 Design Chainage for TCS: 2-5.1, 46.747.9, 48.5-55.9 Length (m): 11700 Average ROW available: 36m Space for Plantation: lOm Right North Beyond Daylight Sc Spacing No. of No. of Line (@ m dc) bres shrubs South Beyond Daylight Line 1st row Madhuca indica 12 975 2nd row robusta 3 3900 3rd row Gravillea 3900 Median (5m) Median 1st row Bouganvillae 3 3900 2nd row Bouganvillae 3 3900 Total Section Total Madhuca indica 975 _.._ Total Gravillea 7800 ________ _ _____ _______ robusta _ _ _ Total Trees 8775 ___8775 Total _Total Bouganvillae 8775 7800 Total Shrubs 7800 3M C/C 0 1420 m I 1 7.3 5 7.7 3 II Q.in1n 1, SECTION: TCS-2-c GRAVILLEA ROBUSTA - - - C __- MADHUCA INDICA - I +I- 111 e-i-- --I-- - .i I -- ~~-00 -'- - r- | RURAL S CTION PKG:I- C, Design CH: 19.6-20.8 .RIGt1T SIDE WIDENING A vpercage9e ROp cla bleio =60mrtanlftsd ROACG LANDSCAPE SECTION: 321-393 Spc| o plnato =233m on right side | __ ! + tC~~~~~~~~~~~~~~~~~30m ati n right sid SOUGANVILLAE - ._ _ _ _ b~~~~GA Mcovuv.GUND lRtNK0AD IMFVEMENT PRtOJEK Hkw" A*_ ay_ Otf hdb toEEs i~~~NDEPENDEN7 ENIARONMENtAL REVIEW_ _|tl O O tOwIsiriN tN.Nr Ire istI. bbp rpt-d idhi 2 m ofrJn5si An4 Irbe ll; IJ _ &PA1 U d .b L Iid. S777v7MVP5 lUf<;2) Alt-rnte j-.,r -ona . .I~ 1- Oace'Xovalbeo altetb ,r.r .ter l= _wamao_ L A--ociot M l .-s sDPce ilb)~ ..I-, E = t -. -, -_ LANDSCAPE PLAN FOR PACKAGE: IC, TCS-2c(Rural) Landscape Section:321-393 Design Chainage for TCS: 19.6 -20.8 Length (m): 1200 Average ROW available: 60m Space for Plantation: 23.38 Left 13.03 Right North Beyond Seis Spacing No. ot No. ofaram2 Daylight Line Sei (@ m CO f trees shrubs r a (mZ 1st row Madhuca indica 12 100 2nd row Gravillea 3 400 ____ ____ robuSta__ _ _ ___ _ _ _ 3rd row Cassia Nodosa 3 400 4th row Gravillea 3 400 rw robusta _5th row Cassia Nodosa 3 400 South Beyond Dayli ht Lne I1st row Madhuca indica 12 100 2nd row Cassia Nodosa 3 400 Gravillea 3rd row robusta 3 400 edilan (5m Median _ 1st row Bouganvillae 3 400 2nd row Bouganvillae 3 400 Total Section _ Total Madhuca indica 200 Total Gravillea 1200 Tobl____ robusta 1 ____. Total Cassia Nodosa 800 Total Trees 2200 .____ ,Total Bouganvillae 800 ITotal Shrubs 800 100 40m. | 7.3 S!1 5 47rA0- 100 L7. SECTION: TCS-2-d -L BOUGANVILLAE > J. a GRAVILLEA *3DBU JSTA ~~ 3MC/C ~~~-H- - ----- MADHUCA INDII © 32M C/C I PKG:l- C, Design CH: 62-63.4, 54.8-166.2.67.3-68,69 9-72,.85 RURiAL SECTION RIGHT SIDE WIDENING Averoge ROW available =45M © 3M C/C - -~~~~~~~~~~~~~Spc fr lntton=2-o letsd ROAD LANDSCAPE SECTION: 321-393 + lOm strip on Right C>>~~~ *GE5° i|tRANO TRUNK RO0AD IMPJVBAENT PROJ CT t:t |NblH9hwmW Aurf Os, ,K Ei E SI I l INDEPENDENT ENVIRONMENTAL REVlEWW ECT _m ~~~ TKESP A T S- - O a XC 515 G 1) N< I- is to b2 Pl-3.4 .dh;, 2.5 - 6f - e I . RURAW AEdlCTN South AtPVLd. 2) Alt::..ot. io-, cnd ouler - w of Ir- e Os 0b xpce TSD_L Aarce CIGHT SD e-WIDNIN spoce iV0 s ROW voiloble 45 L is -A Sou-t..Adahi- p-4idd LANDSCAPE PLAN FOR PACKAGE: lc, TCS-2d(Rural) Landscape Section:321-393 Design Chainage for TCS: 62-63.4, 64.8-66.2, 67.3-68, 69.9-72.8 Length (m): 6400 Average ROW available: 45m Space for Plantation: 12m Left l0m Right Noith Beyond Spacing No. of No. of North Daylight Species (@ c/c) trees shrubs Turfed area (m2) Line _ _ _ _ _ __ _ _ _ 1st row Madhuca indica 12 533 2nd row Gravillea 3 2133 3rd row Cassia Nodrosa 3 2133 South Beyond Dayl ght Line 1st row Madhuca indica 12 533 2nd row Gravillea 2133 Gravillea 3rd row robusta 3 2133 Median (5m) Median 1st row Bouganvillae 3 2133 2nd row Bouganvillae 3 2133 Total Section Total Madhuca indica 1067 Total Gravillea 6400 Total______ robusta 6400 Total Cassia Nodosa 2133 Total Trees 9600 Total Bouganvillae 4267 Total Shrubs 14267 - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 J? 0 *90 *c24.O 7.3 .|5 , 7.3 [ 11 4.0n 10oo .12 SECTION: TCS-2-e 50HUCANVI LLAE i © 3M C/C ----o --- - ---- --t0~~~~---- 0 ---X-- COSSIA NODOSA-- --*------ 00 ------- - --- _ La 3M C/C _G _ - GRAVILLEA ROBUSTA I -------00 ------ - © 3MC/C -v-fP- MADHUCA INDICA -I - - G--- o ----- - - © 12M C/C - I ---- *----- -00 -----I - -s- ------------- ( i --------- -se-= - PLAN: TCS-2-e I GRAND TRJJNK ROMAD EROVBMEN PRO.JECT M ~fl AIh~Uy8Djtoe Of Indt (~(D l uz owaNDEPENDENT ENVRONtMENTAL REVIEW U l t_ t rN tree i. be plontd l 25s ol b h F etlo o F L a 8auUdA0 Ih Pyt Ld. 2r Alte n-t ever Ond Oter 5rJ s r0t btree .te tO be coca ed .. . aala | ta A-socOtO, -leS eOCo 5 oilob e. unless OtheWi-5e speoilhed._I =Gl Sv no .00 ..rere ever qotrq space C OvOitObIt. Or Celeted etre eve * j 0 a.1111 LANDSCAPE PLAN FOR PACKAGE: IC, TCS-2e(Rural) Landscape Section:321-393 Design Cha.nage for TCS: 38.1-39.1 Length (m): 1000 Average ROW available: 54m Space for Plantation: 21 .3m Left lom Right Beyond Spacing No. of No. of North Daylight Line Species (1i m cic) trees shrubs Tured area (m2 1st row Madhuca indica 12 83 2nd row Gravillea 2nd row robusta 3 _ _ 3rd row Cassia Nodosa 3 333 4th row Gravillea 3 333 robusta 3_333 5th row CassiaS osa 3 333 South Beyond Dayli ht Line 1st row Madhuca indica 12 83 Gravillea 2nd row robusta 3 333 3rd row 3ra 333 Median (5m) Median 1st tw Bouganvillae 3 333 2nd row Bouganvillae 3 333 Total Section Ttal Madhuca indica 167 Total Gravillea 1333 robu-sta__ _ _ _ _ __ _ _ _ _ _ _ _ Total Cassia Nodosa 667 Total Trees 2167 Total Bouganvillae _ 667 ,Total Shrubs t t_.._667 r- 7 4.0 1137.3 5 73 ( . 10o SECTION: TCS-3-a I I I qi q - _~00 - - r- ------- - BOUGANVILLAE i 00 0 Xi 4 0 <4 _ 3m C/C 0 ~ ~ ~ O~ -- 12M C/C 00 --- --- ~ ~ ~ ~ -- -4 - -0- i -..La - ----- --- -- MAGNIERA NDICA ----K oo--0 4 -.t - * --K . ~ - . .- - ---- ---- --- -- ___ - _ -_- o _ _ __ ACA CIA AURICULIFORM 0eo -t ---- PLAN: TCS-3-a PKG:1- C. DESIGN CH: 47.9-48.5.Concentric Widening RURAL SECTION ROAD LANDSCAPE SECTION: 321-393 Averoge ROW avoilOble =32 At 368.775-369 025, on extra row of shrubs to be plonted Space for plontation =0 on Each side on the south side for noise mitigation -I- IOm strip on Right GRAM TRLn K IOM WO 114E0T - 11 AI O a > zn, I NEPNDENT ENVIRONMENTAL REVIE W .II . 00 o 11v 1| I)IJo egN ob ito be pb.td wih;b 2.5m of on e.i,t;n t Ife INeP|M |uIS | S8 AIM PAL UL 1 2) AfWlcole inoer oed oute, "s of 0 eel ar to be ePeed f he evel *.t0 Spoce is 0p0i13* or deetd bterevr 1 TC IA eW. pcw is obl.e LANDSCAPE PLAN FOR PACKAGE: 1C, TCS-3a(Rural) Landscape Section:321-393 Design Chainage for TCS: 47.9-48.5 Length (m): 600 Average ROW available: 37m Space for Plantation: 4.4 Right North Beyond Daylight Spacing No. of No. of NrhLine Species (m doc) trees shrubs Turfed area (m2) South Beyond Daylight Line 1st row Mangifera 12 50 indica Acacia 3rd row Aunculiformis 200 3rd row Acacia 3200 Aunculifonnis 2nd row(368.775- Acacia 369.025) Aunculifonnis 83 iedian (5m Median _ 1st row Bouganvillae 3 200 2nd row Bouganvilae 3 200 Total Section Total Mangnifera 5 Total__ indica Total Acacia 400 ________ ~~~~Auriculiformis40 Total Trees 4_ _ _ Total Bouganvillae __400 Total Shrubs 400 .50 20.7 | .0 ii. 7.3 S 7.3 t.4, *.O 2. 00 .| SECTION: TCS-3-b 4;:E~YN_T__ MANGNIFERA INDICA 7 tX > g 0 0 _- U RUI~~~~~~012MC/ B : . _ _ _ z K~~~~~~~~ I 1 I I ~~~ T E R M IN A L IA A J N PLAGERSfROMIA I FLOSREGINEA BOUGANVILLAE 'z zLz~~ziz A ---ACACIA AUJRICULIFORtV4 PLAN: TCS-3-b &) I-EE )NDEPENDENT ENVIPONIi4ENTAL REVIEW PRO1E1 0 O sceas ss ' 1) N. t,ee is t be Planted oitshr 2- atm o an e-;ttsk Ir,e. j ei LA Auoot Stau A4h PAlt LM Ud less space is avoilObie. alsic, athetrese specified _ g 2> t o of tre, are to be p td ee flC00S5 rlAra.a here CrC' eatra spaces - aable. at Peletd eh,-cee TC84 LANDSCAPE PLAN FOR PACKAGE: IC, TCS-4b(Rural) Landscape Section:321-393 Design Chainage for TCS: 68-69.9 Length (m): 1900 Average ROW available: 45m Space for Plantation: 12.4 Right North Beyond Daylight Species Spacing No. of No. of Turfed area (m2) Line (@ mc/ trees shrubs South Beyond Daylight Line Syzynium 12 1 st row cumini __2 _ __ 2nd row Acacia 633 Aunculiformis 3rd row Lagerstromia 3 633 = ___3rd ____row__ flosreginea 333 4th row Terminalia 3 633 ariuna Acacia 5th row Auriculiformis 633 ledian (5m Median I 1st row Bouganvillae 3 633 2nd row Souganvillae 3 633 Total Section Total Syzynium 158 cumini Terminalia 633 ai)una Total Lagerstromia 633 Total___ flosreginea Total Acacia 1267 _______ _____________Auriculifoffmis 16 Total Trees 2692 . i ~ Total Bouganvillae 1 267 Shrubs 1267 Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix 11 Noise Mitigation Locations l Distance of Distance of Size of Chainage Side of Name of building from Boundary wall building B(m) No. of Mitigation Proposed the road institution Carriageway from Carriage L (in)m storeys (Drawing No.) (m) Way (m) Height of the boundary wall will be raised to 5.5m. Space between the 322.200 North Schools Jr. 80 60 15.0 x 4.0 Single storied structure boundary and the school High School building is recommended to be thickly planted to a distance of 10Cm on either I___________________ __________ _____________ _____________ side of the structure(NM -1C-1) No Boundary 5.0 x 12.0 Single storied This structure in conjunction with the 331.500 North School 33 No Boundary 5.0 x 12.0 Single storied adjacent school at 331.900 shall be wall provided with a noise barrier(NM-1C-2). No Boundary A boundary wall of height 5.5m shall be 331.800 South School 60 wall 20 x 50 Single storied constructed and openings will be double glazed(NM-1C-3) This structure in conjunction with the 331.900 North School 30.5 13.75 12.5x76.5 G+3 adjacent school at 331.500 shall be provided with a noise barrier and top floors shall be glazed(NM-1C-4) Height of the boundary wall shall be raised to 5.5m, Trees and shrubs to screen the noise levels shall be planted 334.400 South School 29.5 6 5.0 x 20.0 Single storied within the RoW extending to 100m on either side of the building and all openings shall be double glazed(NM- 1_C-6) Height of the boundary wall shall be raised to 5.5m and all openings shall be double glazed. Trees and shrubs to 336.100 North School 22 14.5 19.0 x 6.0 Single storied recommended to be planted between the structure and the source extending to 1 OOm on either side of the l___________ _______ __________ _____________ building(NM -1 C-7). 35 1.750 NorthF Cornmunity C Height of boundary wall shall be raised Norh1o75u0ty31 526 sq m to 5.5m(NM-1 C-8). 3868.900 South iSchool Boundary 12.0 x 13.9 Single storied theCpremises(NM-1C-9)n 3890 South Scohaloostutinofbonar al ron Height of the boundary wall shall be raised to 5.5m and space between 374.200 South School 35 No Boundary 12.0 x 13.9 Single storied boundary wall and trees/shrubs shall be wall planted within the RoW upto a distance I____________ I______ ___________ of 0oom on either side of the structure I l l Height of the boundary wall will be 381 900 North School 40 No Boundary 8.5 x 12.0 Single storied raised to 5.5m and Thick plantation I l wall within the RoW up to 100m on either i___________ l______ I______l__ side of the building(NM-1 C-10) I I | l Height of the boundary wall shall be 384.000 South |Schoci | 65 15 |12.7 x 7.6; ised to 4.5me and space between the chool I 15 ~~~~~~~6.0 x 13.2Snlstre boundary and structure of the school Ishallbe planted(NM-1C-11) I l l l jA boundary wall of height 5.5m shall be i ~~~~~~~No Boundary 11.6 x 6.8 constructed and openings in the walls 386 5001 North School 27 wall 6.5 x 21.0 Single storied of the structure facing the corridor shall l_______l___ I _______ i __________ I l____________ I I be double glazed(NM-1C-12) Appendix 12 Table of Proposed Bus Stops along Grand Trunk Road S. No. Location Direction Remarks Design Prepared 1 369A400 Nikla/Karampur Proposed, 10 - 15 people are Typical design drawing seen stanPding No. T - 33 to T - 34. 2 371.500 Maholi/Paner Proposed, 10- 15 people are seen Typical design drawing _______ ___ ________ __ __________ standing No. T - 33 to T - 34. 3 i 378.300 Jalaon/Auriya Proposed, 10 - 20 people are seen Typical design drawing _______ . E____________ I______________ standing No. T -33 to T -34. Loa Astsociates IM7o Environmental Management Plan - Package I C Grand Trunk Road Improvement Project Appendix 13 Cultural Properties Identified for Typical Enhancement S. no Chainage Type Side Size -Railing (T-28, Type-1) Paving (T-27, Type-2) 1 369.600 Temple North Smx5m 20sqm 2 380.600 Temple South 15mx5m 1O.Om 48sqm 3 376.400 Temple North 5mx5m 1O.Om 15.5sqm Appendix 14 Cultural Properties Identified for Specific Enhancements S. No. Type Location Dist. From Side of Remark (Existing / Design Prepared OW (in) Road Proposed) 1 I Temple 322.250 10.0 North Elevated from G.L. at a ht Detailed design drawing 1 ~~~~~~~ ~~~~~~~~~~~of 5.5 m No. 1 C1322.25t1 Detailed design drawing 2 Temple 323.300 4,0 North Premises size - 35x22m No. 1 Cd 323.3/2 3 Step well 327.600 5.0 South Very close to carriageway. DetaiNed desgn drawing 4 Temple 351.150 2.5 North Premise size - 25x60m Detailed design drawing l_______ __________ major comm. area (TS) No. 1C1351.1515 5 Well + Temple 375.400 8 0 North Mango Plantation at back Detailed design drawing ________ ~~~~~~~~~~~~~~~~~~~~~No. IC/ 375.4/6 300m long wall enclosing Detailed design drawing 6 [ Village wall 388.100 8.0 South village No. 1C/388.1/7 L pa Anze ILea MIsnrltsb Environmental Management Plan - Package t C Grand Trunk Road Improvement Project Appendix 15 Reporting System I oa AsneiaaebS 7T 0K at c Lea Associates South Asia Pvt. Ltd. Lea Assoc~ates New Delhi J Po j GRAND TRUNK ROAD IMPROVEMENT w. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I 4, l I *, i iw I _ E * * C-ontractor............................. _=__r ...............__, _I__r Desired Uonltodng and Repoetng Process and Resposbilities Ionbzcto Sup _ Supu onn Pretd ImemeN& _atIon Uirt NH ) Wod Banl sfte of Fonnat cenrator Cor mtit (sc) NIIAI CentM. Con1stmUctO No. IRem knlmp1entaton and Su Reporting vrm ldReport to NHAI Oversee ReOrt to Dereed Reporig to SC t PIU (Center) B R Targt t for EMP PCI Reporting One Time One rune One gme One tme P02 Report for EMP Targets Maly M__ OWN" K Yeartu Qi YOftY Reprti for Tree PC3 TT4..tston MonaHy ihbMat uar Qu____ P04 Culbt Pperty Relbdocation Mont Mh. Mond 0 wrbt( Quwatery Quf PCS Rdocation d Bus Sops Morn U Mm"y rb QuatFy Qum"_ 5 _ _ Raection of tAty and PC6 Communiy Resourcs MMrt lt Quarlry Quarterly __a__ C1 Target Sheetfor EMP Actions One Tume One tine Onetime Target sheet fbr Enhancement/Mitigation C2 Actons One Time One time Onetime Target Sheet for Roadside C3 Landscape One Time One tme One bme Target Sheet for Pokution C4 Monitorin One rTne One tme One time Reporting for EMP Actions CS Targe One rune Fohtly M QUM"ly Haff Yeartly Qu Half Yart C6 Ternpor A sifiori of Land Monl N Q aMo. a_I C7 Bonow hea Ie"tlction One Time One Tirne One Time One Tie One run C8 Soc Idenffcation One Tune One r u one run urane One Tine C9 a identifiton One Tune One rrne One Time One Time One Time C10 Se"upWodkersa One un One Time One Time Om lime One rme Monthly as AS Per Polution per Quarely as Cil Polution M oMonibMtring Plan Daly schedul Seasny per adiedule Hygene Reportin at Supi_ _ C12 Carntucton Camnp W q D Q w5lmdk __ Waw Requred for C13 Conaticton MWee Wed4 M" Monir Quar Halt Ye QuarS Hoff Yearby Old ,OC14ust Suppr n at Stdk Yel Dal y Mm" Moridw biU ONY Hdolb a Ha Yeady Dust Supreio at Borrow C15 Areas D__ Daly r i o mu Hlf Yearl Quar eK Yeary Dust Suppresion at 0C16 QuanyICnruher Sites D Daly Monlhl .il Q aHrtly Hdf Yearl 01 Road Safety for Partial Closure C17 d Two Lt Carriageway One rune Daly ni Quas u Hd Yearl Qurerl Hoff Ye Road Saiety at Detour on C18 Temnvy Diesion One Tme Daly Monat r QuaitelY Half Yeal Qr" Haif Y y Summary 0IO Mitigalon/Enhancements Monty Flt hftly UMontil jQu!!r Q buaty Yeady Qrum Hatr Yedty nennac tUltigation of C20 Cural Pperes Mon" Fornightly Ma Qua y Qr Yy Qrt Hof Year Enhanceetitigation otf . C21 Water Bodies MiMontt Frtgh McrS Qua Quartel Yea Qwledr HS Yearly Enharcmento Road C22 Juncdkns MoY Faghtly Uadhb Quar Quaers Yeary 2ua Hff Yeay EnhancerenrlMiligation of Bus C23 s oopi Monthly Forbhty Mm" Quarterly Quay Yearly Quarty Haf Yearty Reprtg for Road Side 024 Plantaboionn* otrgty Mor" m rw Qudd ye rv rwud Hal Yeary ISurvival Reportinig of Road C25 Side LcaphgMonth Moffl MonthWy Quare Q(arb Quarterly Yea Quaro Half Yeary Survival Repring for C28 TRnspanted Trees Monthly Monttuy Qu Quary Quartrly Yeady QuarSdy HalF Yearly Redevelopment of Barrow C27 Areas montiuy Monthly Quarrdy rauly Quateri Half Yearry Ouarl Half ry C28 Redevebpn Quames Monthly Monthy nody Qrly Q y Qua Half Yearly Quwy HgYdwly Restoraion of Construcbon C29 Sites Monthly Monthly Quartedy Quarbly Quabiy Yeanly 0uar Half Yearly Construction w 0ioe C30 Disl of Conseucbon Debris Weekly Daily UMorrti Quary Qu Yeary Qu Hff Yearly Target Shed for Polution 01 Monirng One Time One time One Trne Survival Reporbtng of 02 Transplanted Trees _Quart Quartely Yeady Qutarel Half Year Survival Reporting for Road 03 Side Lascape Q Quartarty Yearty Qumarb Hatf Year eration Stape 04 Polution monrig Monioring Plan Se y Yeary Yearly QuarteY Net: Supervision Consulant would use the same format of the contractor to SC for Reporing GRAND TRUNK ROAD IMPROVEMENT *I PROIECT . EMP REPORTING Pre-Construction Stage Reporting by PIU to CNHAI 'I =- Contractor-- : Supervision Consultant- [ Report dtd- i Package- Jp- PCI: TARGET SHEET FOR EMP ACTIONS REPORTING (Reporting by PIU to NHAI (Central)) - Pre-Construction Stage: Quarterly Report: Date Month Year Targets for Activity S.No Pre-Construction Responsible Time Schedule (to be Activity Agency Physical Financial completed by ddimmlyy) Unit lacs Site Clearance I Tree Transplantation nos 2 Tree Felling nos 3 Utility Relocation m 4 Community Resources - Relocation no- (Signed) Project Director Tree Transplantnation Plan containing. Annexur 1- List of Trees to be transplanted including-arge, side of road distance from CW of each tree to be transplanted and location at which it is proposed to be transplanted. Annexur 2- List of Trees to be feled including chainage package, side of road and distance from CW of each tree to be felled. Annexur 3-Utility Relocation Plan containing List of all Utilities to be relocated including chainage, package, side of road, existing distance from CW and proposed relocation site details. Annexur 4-Location specific, package wise list of all community resources to be relocated including cultural properties, wells, handpumps, bus stops. I PC2: EPORTING FOR E-MAP TARGETI #(Reporting by PIU to NHAI (Central) ) i Pre-Construction Stage: Quartely Report: Date _ Month Year_ Ph ysical Target Financial Tar et _ Completion Target S.No Activity Responsible Total Target Target % of task Total Budget Target Date of Completion Reason for Achieved completed (bacs) Spent % used Date if task completed Delay if any 1 Tree Transplantation nos - _ 2 Tree Felling nos _ 3 Utility Relocation m . 4Community Resourcesno 4 Relocation nos (Signed) Project Director GRAND TRUNK ROAD IMPROVEMENT PROIECT EMP REPORTING Pre-Construction Stage Reporting by Contractor to SC Contractor-- Report dtd- Package- | ~~~PC3: RE-PORTING FOR TREE TRANSPLANTATION1 (Reporting by Contractor to SC) Pre-Construction Stage: Monthly Report -Date Month Year Chainage Tree Side of Distance CW Date of Chainage of Side of S.No (Km) No Road (NIS) (m) transplantation Transplanted site Road (NIS) Certified that the above information is correct and all relevant information as required in attached Project Engineer Transplantation (Contractor)' (Supervision Consultant) I ~~~~~~CULTURAL PROPERTY RELOCATION (Reporting by Contractor to SC) Pre-Construction Stage: Monh Report y-aMonth Year SNo Chainage Propery Package Date Of LocaIon Side (MIS) Land Use Area Date of _______ TypeRelocation lKm) ___ (mxm) Reestablishment Certified that the furnished information is correct and all relevant information as required is attached Project Engineer (Contractor) (Supervision Consultant) I ~PC5: RELOCATION OF BUS STOPS (Reporting by Contractor to SC) |Pre-Construction Stage: Monthly Report- Date of Relocation S.No Chainage Side (NIS) (dda mmoiW) Certified that the furnished information is correct information as required is affached Project Engineer (Supervision Consultant) (Contractor) PCS: RELOCATION OF UTILITY & COMMUNITY RESOURCES (Reporting by Contractor to SC) Pre-Construction Stage: Quartely Report: Date_-Month .Year Physical Task _ Completion Schedule S,No Activity Responsible Unit Total Completed in Comlet In % of task Target Date of Completion, Reay for Agency Previous Quarter Quarter completed Date if task completed Delay if any Relocation of Community resources I Wells nos 2 TubewellstHandpump Jal Nigam nos 3 Cultural Properties nos 4 Bus Stops nos Certifiedthat the above information is correct Project Engineer (Supervision Consultant) (Contractor) +s GRAND TRUNK ROAD IMPROVEMENT PROJE'g'hT *. E'fMP REPORTING * Construction Stage - Reporting by PIU to CNHAIA * 9_ 4~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .* aoitra~~~ C~ L_4ta g 4-rL$5vmdH * T_ Cl: TARGET SHEET FOR EMP ACT1ONS (Reporting by PIU to NHAI (Central)) Construcfion Stage: Date lMonth Year Responsible Targets for Activity S.No ConstructionActivity Responsible Physical Time Schedule (to be completed by Agency Physical ~~~ddlmmtyy) Unit 2 Temporary Acquisition of I sites I Lands for Diversion nos 3 Temporary Acquisition of Borrow Areas nos 4 Identification of Quarries nos 5 Set up of Construction camp nos 6 Set up of StockYard nos Total No of Site specific nos enhancements nos 8 Total no of Typical nos 8 Enhancementsno 9 Pollution monitoring lotios Separate sheet for 10 Landscaping w slandcape items Contractor C2: TARGET SHEET FOR EMP ENHANCEMENT IMITIGATION ACTIONS (Reporting by PIU TO NHAI(Central) Construction Stage: Report -Date Month-Year Target to be prepared by PIU before Construction period All Annexures to be appended with format Implementing Tartgets for Activit _____ S.No ConstructlonActirvty Agency PhysDtal Financial Target Date _____ _ _Unit X I Cultural Properties Contractor nos 2 Water Bodies Contractor nos 3 Road Junctons Contractor nos 6 Bus Stops Contractor nos 7 Trjck Laybys Contractor nos 8 Access control gates Contractor nos Ramped Access to Contractor 9 embankment nos 1OStepped Access to Contractor 10 Embankment nontractor_nos II Sedimentation Chamber Contractor nos 12 Chain link fencing Contractor nos 13 Cascade and Gabion Structure Conrctor nos Barrier to prevent Garbage Contractor 14 dumping nos 15 Handpump Type I Contractor nos 16 Hand Pump Type 2 Contractor nos 17 Hand Pump Type3 Contractor nos 18 Noise Barrier Type 1 Contractor nos 18 Noise Barrier Type 2 Contractor nos 20 Oil interceptor Contractor nos 21 Seating Around tree 1 Contractor nos 22 Seating Around tree 2 Conracr nos 23 Seating Around tree 3 Contractor nos 24 Seating Around tree 4 Contractor nos 25 Seating Around tree 5 Contractor nos 26 Seating Around tree 6 Contractor nos 27 Seafing Around tree 7 Contractor nos 28 Seating Around tree 8 Contractor nos 29 Well shaft touching ditch Contractor nos 30 Well shaft within embankment Contractor nos 31 Well shaft within RoW Contractor nos 32 Canopy Contractor nos 33 Washing Platform Contractor nos 34 Shrine Contractor nos Annexure 1 Location specific list of all cultural properties to be enhanced Annexure 2. Location specific list of all Waterbodies to be enhanced Annexure 3. Location specific list of all Road Junctions to be enhanced Annexure 4. Location specific list of all Bus Stops to be enhanced Annexure 5. Location specific list of all Truck Laybys to be enhanced Annexure 6. Location specific list of all accesss control gates. Annexure 7. Location specific list of all Ramped accesses to Embankment. Annexure 8. Location specific list of all Stepped accesses to Embankment. Annexure 9. Location specific list of all Sedimentation Chambers. Annexure 10. Location specific list of all Chain link fences. Annexure 11. Location specific list of all Waterbodies to be enhanced Annexure 12. Location specific list of all Waterbodies to be enhanced Annexure 13. Location specific list of all Waterbodies to be enhanced Annexure 14. Location specific list of all Waterbodies to be enhanced Annexure 15. Location specific list of all Waterbodies to be enhanced Annexure 16. Location specific list of all Waterbodies to be enhanced Annexure 17. Location specific list of all Waterbodies to be enhanced Annexure 18. Location specific list of all Waterbodies to be enhanced Annexure 19. Location specific list of all Waterbodies to be enhanced Annexure 20. Location specific list of all Waterbodies to be enhanced nexure 21. Locabion specific list of all Waterbodies to be enhanced Annexure 22. Location specific list of all Waterbodies to be enhanced Annexure 23. Location specific list of all Waterbodies to be enhanced Annexure 24. Location specific list of all Waterbodies to be enhanced Annexure 25. Location specific list of all Waterbodies to be enhanced Annexure 26. Location specific list of all Waterbodies to be enhanced Annexure 27. Location specific list of all Waterbodies to be enhanced Annexure 28. Location specific list of all Waterbodies to be enhanced Annexure 29. Location specific list of all Waterbodies to be enhanced Annexure 30. Location specific list of all Waterbodies to be enhanced Annexure 31. Location specific list of all Waterbodies to be enhanced Annexure 32. Location specific list of all Waterbodies to be enhanced Annexure 33. Location specific list of all Waterbodies to be enhanced Annexure 34. Location specific list of all Waterbodies to be enhanced C3: TARGET SHEET FOR TREE TRANSPLANTATION (Reporting by PIU NHAI Centre) C on st ru ct i on S ta g e: R ep o rt -D at e _Mo nt h_ Y ea r Location at which Targets for Activity S. trees to be Financial No. transplanted Physical TotalCost Target Date Km-Km Unit nos Itree _ Certified that the furished information is correct Project Engineer Contractor (Supervision Consultant) |C4: TARGET SHEET FOR POLLUTION MONITORING (Reporting by PIU To NHAIC-eintral) Construction Stage: Report -Date Month Year Target to be prepared by PIU before Construction period All Annexures to be appended with format First Year of Construction- Second Year of Construction- S.No Monitoring to be complete by- Monitoring to be complete by- Locations for Rainy Winter Summer Rainy Winter Summer Monleoring Season Season jSeason Season Season Season Air Pollution Monitoring b. d _______ ______ =______ Water Pollution Monitoring l 1 1 Soilr Pollution_Monltr~ _ _L i_ IC5: REPORTING FOR EMAP ACTIONS TARGETSI (Reporting by PIU to NHAI (Central)) Construction Stage: Quartely Report: Date Month Year Physical Target Financial Target Completion Target S.No Activity Responsible Target % of task Total Budget % d Target Date of Completion Reason for Agency Total Target Achleved completed (lacs) Spent u Date It task completed Delay If any Unit _ _ Enhancements and Mitiaatons 5 Temporary Acquisition of nos sites / Lands for Diversion 6 Temporary Acquisiton of nos Borrow Areas _____ ______ 7 Selection of Quarries nos 8 Set up of Construction camp nos 9 Set up of StockYard nos =- (Signed) Project Director GRAND TRUNK ROAD IMPROVEMENT PROJECT EMP REPORTING Construction Stage Reporting by Contractor to SC Contractor-- | Report dtd- Package- C6: TEMPORARY ACQUISITION OF LAND (Roporting by Contractor to SC) Construction Stage: Quartely Report: Date _Month Year (Site Layout of all locations to be attached with forrnat) Target Date for Dat of ILocaon(C Prsent size Existing Trees" Dist from Distance from Remarks by S.No Item Establishment Esblishment H) Landuse (mxm) greater than Nearest Nearest Water SC,ff any __ _ _ _ __bilshmont ____ilshrnent 1 H) L _ nduse (mx 30 cms girth Settlement | Source _ _ _ I Borrow Areas BA3 l -BA4 2 Workers Camps WC2 _ _ - BA4l _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _I_ _I 3 Site for BatchingPlant BP2 4 Site for HotMix Plant HMP2 _ _ I 5 StockYard | I I i - I_i Certified that the furnished information is correct and all relevant information as required is attached Project Engineer Contractor (Supervision Consultant) C7: BORROW AREAS IDENTIFICATION (Reporting by Contractor to SC) Construction Stage Report -Date_Month_Year Site Layout of Borrow Area and Proposed Borrow Area ReDevelopment Plan to be attached with format Format to be submitted before target date as (decided by PD) for establishing Quarries Borrow Area no. BA Location of Borrow Area (Km) Package S.No Item Unit Details Remarks by SC Date of Borrow Area becoming operational ___ ddlmmlyy Current Landuse No of settlements within ___ 500m of Borrow Area nos Total Capacity cum No of Trees with girth nos more than 0.3 cms Length of Haul Road km Width of Haul road m Type of Haul Road metaUdirt No of settlements within 200m of Haul Road nos Size of Borrow Area sqkm Area of Borrow Area km x km Quantity Available cum Dist of Nearest Water y/Present SourceyPrsn _ rce ~~~~~UseJOwnershic) Quantity of top soil ___removed cum Detail of storage of topsoil Certified that the fumished informabon is correct and all relevant information as required is attached Project Engineer (Contractor) (Supervision Consultant) C8: STOCKYARD IDENTIFICATION (ReporWng Cyontractor toh) (- Construction Sp: Quartely Report Dt month_ Year (Sie Layout of StockYard to be attached with format) Fonnat to be submittd before target date (decided by PO) for stockyard to becomw opeational StockYard no.SY- Locatln of StockYard (Ki) Package S.No Item Unit Details Renwics by SC 1 Detail of stockyard dated Sy belowing operational ddimm/yy a Present Landuse b Size of stock Yard sqkm c Area of Stock Yard km x km d No of settlements within 500m of stodcYard e Lengo of Haul Road km f No of settements wilhin 500m of stocYard 9 Ditance fom Nearest WaterSourc Typeera h No. of rees wifth girth more than 0.3m. _ . 2 D.b"l of TogmoU Stackirn a Quantlt of top sd sacked cu.m b Detals of Topoi Stacking - Straf Cdogory Detls _ _ .m a Conent cu.m. b Aaweg (Coarse) cu.m. c B_um_en _ No. of dnrms d Dbsel e ISand f Saoregate {ne) g Water tani _ ==les ___ 3 D*lhs of VehkbciftX - a No of Tankers nos b no of T ruck nos 4 DOdalb of EoultpmS a SboneCn hfPlant nios b Balc:ft Plants nos c Hotmrnt PlarSt nos d WdMlxt Pbnrt nos 5 DoOasof orkw a Total No of Labourers _ _os___ _ b TOMX no of Male Workers nose c No of Maio Worke below 18 yerm of age nos d Total No of Female Workers nos e ,No of Female workers below 18 ,Years of ape noas f No of chi_dren_ 6 Dotlh of fautelsb a Fencine arourfd StockYard Y_N b Avalnbioity of aewrily ouard 24 hrs a day YIN C Detals of First Aid Fae__t_ Certiid that the fumished information is correct and an relevant infonnation as reqwred is attached ProJect Engineer (Contractor) (Supervision Consultant) Reporting by CJontractor to SC) Construction Stage Report -Date_Month Year Site Layout of Quarry and Proposed Quarry ReDevelopment Plan to be attached with format Copy of Licence to be attached with format Fornat to be submitted before target date quarries as (decided by the PD) for establishing Quarry no.Q- Location of Quarry (Km) Package S.No Item Unit Details Remarks by SC Location Ch License no License Valid till Date Size of Quarry m xm _ ___ Area of Quarry km x km Quantity Available cum Total Capacity cu.m No of Settlements within 500m of Quarry nos_ __ _ _ __ _ _ Width of Haul road m . Type of Haul Road metalled/dirt Length of Haul Road sqkm.. No of Settimenmts within 5tlOmNm of Haul Road Nm Distance from Nearest Water TypelDistance Whether Crus e-rPlant kxated Yes/No Certified that the fumished infomiation is correct and all relevant information as required is attached Project Engineer Contractor (Supervision Consultant) CIO: SETTING UP OF WORKERS CAMP (Repor ng by Contrador to PIU after CerGication by S Construction Stage Report: Date .Month Year (Site Layout of Construction camp and working drawings of dwelling units with allied facilites to be attached with format) Format to be submted before target date (decided by PP.) of estblihing camps as Camp no.WC Location of Camp (km_ Package S.No m Unit Detils Remnrks by SC.tf any 1 Detal of item camp a Size of Camp mxtn b Area of Camp sq.n c Distance from Nearest Settlement Type/Size/Capaci d Distance from Nearest Water Source ty/Present _ ~~~~~~~~~~~~~~Use/Ownership) Date of camp belowing operational dd/mm/yy Present land use No othe uos" with girU > 0.3m. 2 Detabis of toposoil stacking a Quantity of top soil removed sq.m Describe b Detaii of storage of topsoil stacing . ~~~~~~fam3gement 3 Doftalh of wokoc a Total No of Labourers nos b Total no of Male Workers nos c No of Male Workers below 18 years of age nos d Total No of Female Workers nost e No f Female workers below 18 yeam of age nos f iNo of children nos 4 Dotslb of dwslb units a No of dwe s nos- b Minimum Size of Dwelling mxm. c No of openrns per dweling nos d Mirimum size of opening mann e Walls sp _ci__c_t_s_. f Roofinp spedgao j Floorlng h Drinking Water Tank specficato i Capacity of Drinking water Tank cum J Size of Drinking Water Tank mxmxm k Total no of WC nos I No of Wcs for female workers nos m Minimum Size of WC mxm n Total No of Bathrooms for female workers nos o Size of septic tank for WCtBaths mxmxm Capacity of Water Tank for WCs/ Bathrooms and _ general purpose q Fencing around camp YIN 5 Deblis of facilities a Avaiability of security guard 24 hrs a day Yes/No b Details of First Aid Facility Yes/No c Availability of Day Care Centre Yes/No Certified that the fumished information is correct the quality of work is as per god practice and all relevant information as required is attached Project Engineer [Supervision Consultant) (Contractor) Cil: POLLUTION MONITORING (Reporting by Contrc to SC) Constrction Stage: Monthly Report -Dat_ Month Year ( Locatons at which monitoLn ta be conducted as per EMP Comption Target Location Monitoring Used Target Completion if for Dlay task completed Air Monitoring 3 4 Water Monitoring I _ _ t 1 1111111 2 4_ SoD N lonitoring_ 2 3_ 4- NoiseMoniioring_ 777= _ 1 2 3 4. |Cerbfied that the PdNution Monitoirng has been conducted at llthe locatn spefied in he EMP and aS per te diFections ofthe| ISC |Project Engineer < ontmctor .(Supelvvsion Consultant -- C12: HYGIENE REPORTING AT CONSTRUCTION CAMP (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date Month Year S.No Item Unit Quantity Remarks 2 Total No of WCs . . 3 No of WCs Functioning _ 4 No of Bathrooms functioning 5 Water Tank cleaned Yes/No 6 First Aid Facilities Available 7 Emergency Vehicle available & functioning 8 Camp visit by Doctor/month no of tmes 9 Accident occurred, If any be givelnto 10 Measures taken betgaveto 11 Security available 24 hrs daily Yes/No 12 Wateriogging if any in Camp Yes/No 13 If yes,measures taken Certified that the furnished information is correct and all relevant information as required is attached Project Engineer Contractor (Supervision Consultant) C13: WATER REQUIRED FOR CONSTRUCTION (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date Month Year Frequency and Quantity of Sprinkling of Water on Haul Road to be decided by SC after Inspection of Condition of Haul Road S.No Source(Narne) o a E Water Drawn S.No Soume(Name) EReak e 2 mcmlday _ _ _ -j _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I Rivers____ 1~~~~~~~ 2 Wells 3 Tubewells 4 Other source/tankers Total Water Used Certified that the avove information is correct Project Engineer Contractor |C14: DUST SUPPRESSION AT STOCKYARD (Reporting by Contractor to SC) Construction Stag9e Monthly Report 4oa_Month Yer Frequency and Quanilty of Sprinkling of Water on Haul Road to be decided by SC altar Inspedon of Condition of Haul Road Fonnat (R'porting Pormat No. ) for StockYard prepard during PreConstruction atg to be submitted durlng och monfly repoftrng STOCKYARD D___ CODE Ibm1 2 I 4 5 6 2a78 9 1011 12 13 14 15 16 17 1 B 19 20121 22 2 25 26 27 281 30 Sy Frequency of Sprinkling of water on Haul road (times day) QuantIty o Water Sprinlded(Il_res) uanttty of Water Spnnkled around -Site Sy Frequenoy of Sprinkiing of water on Haul road (times/day) ________ Quantity of Water Sprinkles(Irea) Quantity of Waler Sprinkled around _ _ _ site SY FrequeTny d Spnkling of water on _______Haul road (timesiday) Quantity of Water Sprinkled(litres) Quantity of Water Sprinkled around __ _ _ _ _ Site SY Frequency of Sprinkling of water on HaIul road (times/day) Quantity of Water Sprinked(litres) Quantty or Water Sprnnked around _ SY~ Frequency of Spnklig od waler on SY_________ Haul road (times/day) Quantity of Water Sprlnkled(litres) Quantity of Water SprInkled around ~, Frequency of Sprnldirg of water on H%ul road (times/dav) Quantity of Water Sprinkled(lItres) Quantity ofWer Sprinkled around SY Frequency of Sprinkling of water on _______Haul road (timeatday) Quantity of Water Spnnkled(litres) Quantity of Water Sprinkled around Site I I I I I I I I I _ _ _ C15: DUST SUPPRESSION AT BORROW AREA SITES (Reporting by Conrractor to SC) Constmction Stage: Monthly Report -Date_Month Year Frequency and Quantity of Sprinking of Water on Haul Road to be decided by SC after Inspection of Condition of Haul Road Format (Reporting Format No - ) for each Borrow Area prepared during Pre-Constructon sage to be subrnitted during each monfy reporting Borrow Date Area Code 1 2 34 6 6 7 8 9 10 11 12 13 14 1S 18 17 18 19 20121 22 23 24 25 26 27 28 29 30 EA1 Frequency of Spnnkling of wabtr on Haul roaid (timeslday)- - -- - ------- --- - - Frequency of Sprinkling of water at Borrow Site (tinrrday) _ _ _ - _ _ _ _ - Totil Quantity of Watr_ Sprlnkled(litre) BA4 Frequncy of Sprinkling of wate on Haul road (tbmeesday) Frequency of Sprinkiing of water at Borrow Site (timeslday) Total Quantty of Water Spuinkled(litre) BAS Frequency of Sprinkling of water on Haul road (tIfmesdsy) Frequency of Sprinkidng of water at Borrow Site (timeWsday) Total Quantit of Wate Sprlnkled(lIlr) - r - - - _ - - _ _ - _ _ - _ _ _ _ - _ _ - _ Certied that the above mentioned works have been completed as specified by the Project Engineer and PIU Project Engineer Contractor IC16: DUST SUPPRESSION AT CRUSHER SITES (Reporfing by Contractor to SC) Construction Stage: Monthly Report -Date Month Year Frequency of Sprinkling of Water on Haul Road to be decided by SC after Inspection of Conditlon of Haul Road Format for Quarry prepared during Pre-Construction stage for Crushers to be attached with the fbrmat Date Crusher Iem 1 2 3 4 1 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29130 C Frequency of Sprinkling of water on Haul road (tmsdY) Quantity of Water Sprinkled(litres) Quantity of waer Sprinkled on C.o..neorBeIt _ _ - Quaniy of Water Sprinkled around _ Quantity of Water Sprinkled around Crusher Site If any c Frequency of Sprinkling of water on C Haul road (timesiday) Quantity of Water Sprinked(litres) Quantity Sprinkled on Conveyor Belt Quantity of Water Sprinkled around __ _ _ _site C Frequency of Sprinkling of water on Haul road (times/day) _ - - _ _ - _ - _ - - - - Quantity of Water Sprinkled(litres) Quantity of water Sprnkled on Conveyor Belt Quantity of Water Sprinkled around Cnrher Site iF any - C Frequency of Sprinkling of water on Haul road (timenMsy) _ - - _ _ _ - _ _ _ _ _ - _ _ _ _ - - -- Quantty of Water Sprinkled(litres) i I - i I I Quantity of water Sprinkled on Conveyor BElt Quantity of Water Sprinkled around ___CrusherSite iany-…- ---- ------ - ----- CIS: ROAD SAFETY AT DETOUR ON TEMPORARY DIVERSION One time reporting on co _mencen_ t of onstructon In tte Consructzon e Sketch of Constuction Zone showing all sub zones and locabon of signs etc to be attached with foriat (Repontng by Conbactor to SC) Format on Acquisition of Temporary diversions to be attadied with fomat ConstrcWuon Stage: Monthly Report -Date_Month Year DIVERSION NO- LOCATION (km J S.No Horm Unit Complance Remarkl 1 D-etas of Construction Zone a of Construclion Zone in km b Distance between this and nexd Construction Zone in km Length of Transition Sub Zone(should be min 50 Iro a speed c of 50 kmrhr) in km Length of Work Sub zone In urban stretch (should d be-2 km) in km e Length of Work Sub zone in rural stretch (5-10 kim) in kmr f Distanoe between two work sub zones _ North side South side 2 Slgnags In Coruction Zones _ Signg In AdVaoc waning sub zone a Sign saying hen at Work I km ahead of Transition sub zone YIN b Su lmen sign saying Diversion I km provided YIN . . c Sin saying 'Road Closed ahead' provided YoN d Cornpulsay Turn RLgLeft sgn provided YIN e Detour sign placed YIN Sharp Deviation sign placed at end of advance warning sub f zone YIN Sgnage In TransiUon Sub Wbw* zone q Signage saying 'Keep RightLeft provided YiN h Delineators paoed alon l ongth of tranition YIN X____ Slgnage in work sub Zone ._.._.__ Hazard Marker placed where railing for CD structure on I divemsion starts YIN Barricade on elther side of of work sub zone YIN lSign tor Indlicatim of end of work zone 12Ornfrorn- ernd of k tefrniation sub zone YIN CerSited that the road safety meqasures have been adopted as spedcied and as per the directions of the SC Project Engineer Contractor (Supervision Consultant) C1T: ROAD SAFETY FOR PARTIAL CLOSURE OF TWO LANE CARRIAGEWAY One fire faporting on coamincelet of constrxudon In the Constution zone Sketrh of Construction Zone showinang sub zones ad bcaion d signs etc to be atached wth frmat (Reportng by Contractor to SC) Format on Acquisiton of Temporary diversions bD be attched wth formt Condnon Stage: Monthly Report _Dte Monh_ Yer__ - - DIVERSION NO- .OCAflO4 l(km) S.N,lrom Unft Cornpliance Remarks 1 Detalb of Construction Zone = a Length of Construction Zo,ne in km b Distnce between this and next Construcion Zone in km _ Length of Transibon Sub Zone(should be min 50 fro a c speed of 50 kmhr) inkrn _k Length of Work Sub zone in urban stretch (should d be<2 km) in km o Length of Work Sub zone in rural stetch (5-10 kr in km _ Distance between hto work sub zones _____________ North sde South side 2 Sgname In Coastructon Zones SIgnuge hI Adrnce wning sw zone Sign wsying "Men at Wot I km ahead of Transition sb a zone YN b Suppnentary sign "Civersion 1 kffi provided Y/N _ Sign for Road Narrovng YIN _ d Compulsay Turn RigLeft sign provided YIN Sign for -Closure of Ca nageway aWong with "Keep Right/Lair at point from where vehce is expected to tne lan for diersion YIN _Sign for Diversion to toe other carriageway between _ above sign end median gap YfN Sin for 'Sharp Diversion of Rouew with conpusary "Tum rightVTum letr provided where gap in median opening _ starts and trafc Is diverted to other cariageway YIN Sign for "Two way taflf with plate indctng dislance lo which two way traflic is allwed placed at median to left of _ moving trafic. YIN Delineators placed sterling from Carriageway cdosed sign akong the centreiine of Cw e Detour s ignplaced YfN - I>narF Uevialn sign paoed at end of advance wamng f sub zone YIN _ Signege In Translffon Sub Wort zone _ g Signage seying 'Keep RightLeft"rovided YIN _ h Derineators placad along length of transition YIN _ _ Signage in wor* sub Zone _ Hazard Marker placed where railing for CD strcte on I diversion starts YIN - Barricade on either side of of work sub zone YIN I_ II_ _ Slgnage fk Trminaton sub zone _ Sign for kxdication of end of work zone 120m from end of k ternination sub zone YtN Cerified that the road safety meqasures nave been adopted as speciliad and as per the directions of the SC Project Engineer Contractor (Supervision Consultant) C19: SUMMARY MITIGATIONS/ ENHANCEMENTS (Monthly Reporting by Contractor to SC ) Construction Stage: Monthly Report -Date_Month _Year Physical Targt Flnancial Target Completion Target S. Item Date of No. Target Acrhget c ofptask (Tlac) Budget Spent % used Target Date Completion If Reason for Delay if _____________________________ ___ Achieved complete (fees)__ task completed any I Cultural Properties Unit 21Water Bodies nos 3 Road Junctions m e Bus Stops nos 7 Truck Laybys . 8 Access control gates nos _Ramped Access to embankment nos Stepped Access to Embankment nos 10 _ _ _ _ _ _ _ _ _ _ _ _ _ __ .__ _ _ _ _ _ _ _ _ _ _ _ 11 Sedimentaton Chamber nos 12 Chain llnk fencing nos __ . 13 Cascade and Gabion Structure nos 14 Senier to prevent Garbage dumping nos 15 Handpump Type I nos . . IS Hand Pump Typo 2 nos 17 Hand Pump Type3 nos __ __ iNose Barrier Type 1 nos 18 _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ 19 Noise Banier Type 2 nos _ _ 20 Oil interceptor nos 21 SeatIng Around tree r nos 22 SeaUing Around tree 2 nos 23 Seaffng Around tree 3 nos 24 Seaftng Around tree 4 nos 25 Soetlng Around tre 5 nos 26 Seating Around tree 6 not 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 Well shaft within RoW nos 32 Canopy nos 33 Washing Platform nos 34 Shrne nos leted as specified and as per prevalent good constrcution practices. Project Engineer Contractor (Supervislon Consultant) C20: ENHANCEMENT/ MITIGATION OF CULTURAL PROPERTIES (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date Month Year__ Side(NIS) and ~~~~Completion Target S. No. EnLanocd Distance from CWC l Em) Target Date Date of Completion if Reason for Delay If any task completed Certified that the mitigation/enhancement works have been completed as specified and as per prevalent good constrcution practices. Project Engineer Contractor (Supervision Consultant) C21: ENHANCEMENTIMITIGATION OF WATER BODIES (Reporfing by Contactor to PIU after Certification by SC) 1Construction Stage: Monthly Report -Date lMonth Year Completion Target S. Location/ Side(NIS) and No. Chainage Dist from CW(m) Date of Completion Reason for Target Date if task completed Delay if any 2 4 5 Engineer | 6 Consullant) I 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Project EngineerI (Supervision Consultant) C22: ENHANCEMENT OF ROAD JUNCTION (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date_Month_ Year ~. No. Location/ Completion Target S. No. Chalnage Target Date of Completion Reason for Delay If .________ Date If task completed any C23: ENHANCEMENTIMITIGATION OF BUS STOPS (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date Month Year Side(N/S) and Completion Target S. No. Location! Dist from Chalnage CW(m) Target Date Date of Completion Reason for Delay if any. Certified that the mitigationlenhancement works have been completed as specified and as per prevalent good constrcution practices. Project Engineer Contractor tSupervision Consultant) LC24: REPORTING FOR ROADSIDE PLANTATION All landscape works to be as per Landscape Plan (Reporting by Contractor to SC) IConstruction Stage: Monthly Report -Date_Month Year ] S. No. Section Trees along roadside Traffic on Shrubs i NCoise (Km-Km) st row 2nd row 3rd row 4th row ootpath media barriers _ _ _ s o n o r o w 4 h rw._ _ _ _ _ _ _ _ _ _ _ _ _ _ -. C26: SURVIVAL REPORTING FOR TREE TRANSPLANTATION (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date Month Year Location Transplanted trees at w hich __ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S. No. Total Trees Total Km-Km Planted Surviving % Survival nos nos ICertified that the Project Engineer Contractor (Supervision Consultant) IC27: REDEVELOPMENT OF BORROW AREAS (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date Month_Year Reporting by Contractor to PIU in Operation Period Drawing for Redevelopment to be attached for each Borrow Area Description of Redevelopment,if Quarry Code any/Confirmatation to existing S.No No Redevelopment Plan Remarks by SC Certified that the furished information is correct Project Engineer Contractor (Supervision Consultant) C28: REDEVELOPMENT OF QUARRIES (Reporting by Contractor to SC) Construction Stage: Monthly Report -Date Month Year Reporting by Contractor to PIU in Operation Period Drawing for Redevelopment to be attached in case Quarrying has been done at site which did not have redevelopment Plan Description of Redevelopment,if Quarry Code any/Confirmatation to existing S.No No Redevelopment Plan Remarks by SC [Certified that the furished information is correct Project Engineer Contractor L(Supervision Consultant) C29: RESTORATION OF OF CONSTRUCTION SITES. (Reportng by Contractor to SC) Construction Stage: Monthly Report -Date Month Year Reporting by Contractor to PIU in Operation Period Si. Item Location(k Unit Volume of Topsoil Remarks by SC No. m) (cu .m) Restored (cu .m) 1 Restoring top soil at diversions a b d 2 Restoring of topsoil at Workers Camp a b c d Restoring of topsoil at Construction yard 3 and disposal of spoil a b . c d_ Certified that the mitigationlenhancement works have been completed as specified and as per prevalent good construction practices. Contractor Project Engineer I GRAND TRUNK ROAD IMPROVEMENT PROIECT EMP REPORTING Operation Stage Reporting by PIU to CNHAI Contractor-- Report dtd- Package- L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. IC30: DISPOSAL OF CONSTRUCTION DEBRIS (Reporting by Contractor to SC) Construction Stage: Monthly Report -)ate_ Month Year__ Reporting by Contractor to PIU in Operation Penod Drawing for Redevelopmnent to be attached for each Borrow Area Location of Disposal Volume of Spoil S.No Site(km) Dumped(cum) Remarks by SC Certified that the Project Engineer Contractor (Supervision Consultant) 01: TARGET SHEET FOR POLLUTION MONITORINIG (Reporting by PIU To NHAI(Cental) Operation Stage: Report Date Month Year arget to be prepared by PIU before Construction period IA Annexures to te appended with format - |-First Year of Construction- Second Year of Construction- S.No Monitoring to be complete by- Monitorim to be pete b- Locations for Rainy Winter Summer Rainy Winter Summer Monitoring Season Season Season Season Season Season Air Pollution Monitoring __ _ __ _ __ _ _ __-_ c d. e _ Noise Pollution Monitoring a b c d e = lWater Pollution Moniltoring a_ b _ _ _ _ _ _ _ _r c J _ _ _ __ ! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ '- ______I I_______ ____ Soil Pollution Monitoring = -= a ___r_ _r__ ____ _r__ e I i I ii 3333' 11 'HIH'' I 3 I a I III Il Ialj  III I II II IlIFFIiE I I If I!I11lFIIIIII I :: ::  1313 I I I W3 1 4l I  I I I C I 131 I ' Ia-Il I II 3 31311 II ''IFFII C a  S C *  I rp Ir  I-'I 3 I I 3 33 333 ii 3 C)) C I I 3 1 3 - 3 cU I 3 I 3 I I I I  F-I I I a - I .5 1 3 3 3   IF-'-' III 11 3 I .ti.±LiE.LA 3 C a *'-..C I *1 13 1311.31 ii ' ' I  I 3 F I F I. I a I - 3-3 31 3 3 I III 33  - urI 3 1 1 0  1 F I 3 3 30 3 I I? I 1 3 I I 3 33 3 13 I 331 1 3 3 3 C I I III f1iC 3 3 3 12  3 3 1  I 3 3 3  f 1 3 3 1 I C I I I i- 3 3 I I 3 1 F I f 1 1  3 '---E" 3 I  3 F 3 1 1 1 3 3 I I I I I 3 I 1-33 3  3 II 1131 1 11- a.- - 1 ___ ____ F F I F F I i Z I ! I V -* -rn-i  S C. a i.,, a 35 -- I  ' .a,;..sgm a a us a.aa I a * a I I p p, n S * ,,...,. ~~i; IJVV~. EOF'N4-.FCFROADI'DE LADSCAPND CANGG, 1 ~~~~~Shrubs iri blf1cIiar Turfl ng on 0.edian uhrfing on Emibankrnert :.;~~~~~ I .'* T~~~~~~~~~taI ~~roltaI TotZI Tctal oa I ~n-Kni Tr'c' o. a SrI Tu taivn I J) iva Area ttirfed ' Area rd.easrvI ~~~~~ ~~~~~~~ Iu ii( Suvvlturft)d(sq alrealc SLurvival tuirfed(sq suiwivuriiva .-..- . .--K---.----- 2!iL.. Surviving~ ~ ~ ~~~u -vvin A 11:) flu~no 11CS 90S nos FlOS X GRAND TRUNK ROAD IMPROVEMENT PROIECT EMP REPORTING Operation Stage Reporting by Contractor to PIU Contractor- Report dtd- Package- I 04: POLLUTION MONITORING (Reporting by Contractor to PIU) Operation Stage: Report -Date MAonth Year (Locations at which monitoring to be conducted as per EMP Completion Target Details of Duration of Instruments Date of S.No Chainage Target Complstion Reason for Location Monitoring Used Date if task Delay if any completed Air Monitoring W ater _ _ _ _ _____in l__ __ _ _ _ _ _ 2l 3 Soil Monitoring l 2 I=4- Soil Monitoring- _____ 4 INoise Monitoring __ _ _ _ I _ _ _ _ __ _ _ 2 l 4= 3 l Certified that the Pollution Monitoring has been conducted at all the locations specified in the EMP Contractor Lr( If -L, Eli F--2' 7, IULF C3-D Lea Associates South Asia Pvt. Ltd. Lea Assocates New Delhi J o~ PROPOS'D SPEI 06CAS SLAHNA CTL~~~~~~~~~~~~~~~~WING ~ ~ ~ ~ ~ ~ ~ ~ O O' -N ~~~~~- 1 PRlpSSERVICE NE. l I AS _ FLOWERiNG §~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~A H A .06 C/ g INoTES~~~~~~~~~~~~PLNE ASp ITm F - a~~~~~~~~~~~~~~~DTI Zb x W)MUI LEXSIG--- MARI EVL M Ir o SR,ITIGT PROPOSID WILD NEEM PLANTATIONALONG TIE CANAL FOR 1OOnL EXI_TNG KAIWC'ROAD LEADINGT CIlTrBAUN VEUAGE EXISTING TEMPLE COMPLEX KEYPLAN U PROPOSRIOMELUEANSWRU PROPOSEDCARRIAGE WAY OUPRRWL EXISTIN SHOULDER EusN BANYAN IRE MIA -5M. PROPOSED SEATIG ARRANGEMCENT AS ICLDETrAIL T12 tj~~~~~~~~~~~~~~~~~~~~~~~~POOF ENRAC AS PER ZW \\S T\PICAL DWTAI \ 2 <_ _ _ _ _ _ _ _ - } g ; 8 > _ _\ _ RO11$51ND NfAIUC;OLD SEIWBS @ 1 .2m C,'CMARI _D _ _IEIS ~ .2mCA . . , . f . . ~~~40C ROPOSBDBRWRBDaN ] ~~~~~~~~~~~PROPOSED ENTRANCE AS PER L TYPICAL DETI'E. PROPOSED RAILINO AS PER TYPICAL DETAIL NO. 2 NOES IN sKS2 DRAWN: SUNI PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT NaJonal Hihways Ah Oflndia I) FIOW WRMDIIT NMUEIS ONLY PACKME IC CHECED UPINAL INDEPENDENT ENVIRONMENTAL REVIEW N.DW-1iU 2) AIL l SMARE B YUNlESS CIlESRWISE STATEDz. CHwIIGe .ESIPFr ENAL lTIE E Lea Assocates South Asia Pv Ld. 3) SITESSICIPECCAANGESEPANYTOREI MAISIGLYONAPlOVAL NAMDESIGN FOR ENHANCEMENT OF TEMPLE Lc_ OF SUELRVIS CONSULTASNT SCALE w1o0 APPROVED DIPAIJ _ _Un 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PROPOSED TYPICAL 1 NRAGENO EL = = = PROPOSED SHRUBS r - ENTRANCE DETAILi ------------ PROPOSEO ASCK EDGING PROPOSED LOW ESILiNG F PROPOSE OLUARO RAIL BRICK( WALL SHOULDER EDGE PAUING TO EBE PROIUDED . \/ ~~~~~~~~~~~~~~~AS PER TYPICAL DETAIL T27, 1YPEA AS PER TYPICAL DETAAL T12 . OlIES: DlI No ' _ DRW: -UI GRAND TRUNK ROAD IMPROVEMENT PROJECT N OnlHhaSAeIOTIndla 1) FOLLOW WREITEN DIMENSIONS ONLY PAKf. IC C H | INOEPENDENTENVIPIONMENfTAL RVEW C 1 2) ALL DIVENSIONS MRE IN MM UNILE OTHPRSE STATED. _ 66O B~333~*~ ~ 5LmAscae ot d v.Ld 3) STrE SPECIPIC CHANGES IF ANY, TO BE MA-DE ONLY ON APPROALCH NAK J L DESIGN FOR ENHANCEMENT OF STEP WELL 7_Ld OF SU~AISION CONSULACT SCALE R.I I _A DELHI a KANPUR ///.//;~~~~~'/' 7 t$-/ / // / 7 = 7 PROPOSED GUARD RAIL PROPOSED PLANTER PROPOSED SHOULDE AS PER TYPICAL DETAIL T15 PROPOSED CARRIGEWAY 10 C/C PROPOSED HEDIAN- 0 E)tlSTING C-ARRIAGEWAY _ \ al - I e < s W PROPOSED WASHING GiAT AS PER T25 EXISTiNG SHOULDER - \ PROPOSED FLOWERING PROPOSED RETAINlNG WALL WITH TREE - SPECIE - AMALTAS WEEP HOLES FOR DRAINAGE TAMARIND TREE PROPOS P O . AS POS 000 0 PER TYPICAL DETAIL Ti PROPOSED BRICK PAIAND------ AS PER TYPICAL DETAIL T27, TYPE 4 PROPOSED STRENGTHENING OF /I EMBANKMENT USING BRICK PITCHING AS PER TYPICAL DETAIL DELHI _- - KAUR EltlST,NG TREES-- 0 ° / 1 | (( ! uiL aPL fX v sI'\ A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~XITN i ... "i ''''7PROPOSED BRICK EDGING PROPOSED SHRUBS - SPECIE- er E < t~~~~~~~~~~~~~~~~ANTANA RED a 1.2 C/C PROPOSED SHOULDER , SOOoP. OSED LOW BRCK WALL 6000 8000 - - / / -, /7~~~717 /'IZ __ _ _ _ _ _~~~~~~~~ - - r . _ _ Ll I NOrM DmwkV NM ON&OM DPAVM: SMIL PROJECT ~~~~~~~~~~~~~~~~~~~~~Nadoial HighwwpAy. t Of India ~~ SWIlL PROJECT ~~ GRAND TRUNK ROAD IMPROVEMENT PROJECT 1. EOk 1) FOUlLIOW 1REN OIWWISIONS ONLY PACKAGE IC |CHCKE D m:RJC INDEPSDENT EIIRONMENTAL REV1EW N.Dd-11 2) ALL DIMENSIONS ARE IN MM UNLESS OTHEWISE STATED. AtAA SE MNA 'T DRe EINFREHNEETOuEPEADWL Pvt Ltd. 3) sIrE sPEaFiC CAN ES IF ANY. TO BE MADE ONLY ON APPROAL DE11NE: LDRAF DESIGN FOR ENHANCEMENT OF TEMPLE AND WELL N. - dI E. OF SUPERVISION CONSULTANT 8CALE Io APPROVO DIPALJ N- PROPOSED BOULDERS VILLAGE WALL PROPOSED TURFING DELHI _ PROPOSED TREE PROPOSED CACTII_ INFECTORIA BS1 DASVPERMDENTA I L - > | 5 o KWAJA KA \ KWAJA KA PHKA L VILLAGE AS PER DETAIL KWAJA KA DRAIN AS ~ ~~ ~~ ~~~~~~~~PH-IOL VILLAGE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------ -- GL. ~~~~~~~~~~~~KEY FLAN 1500 2500 p 2500 17000 SECTION THROUGH WALL SCALE 1:6 297000 FLOWERING SHRUBS _ - EXISTING TREE PROPOSED- DWARF- PROPOSED BOUGANVILLA 01.WMA H L ICACTI SHRUG S VILLAGE WALL TO BE SLOPED EARTH WITH PROPOSED E 1N2T , C/C CLEARD OF VEGETATION TURFING AS SHOWN AND TO E PAINTED. - -EXISTING TREE O IN SECLT ONT LOW BRICK WALL _ _ __ __ \ ~~~~~~~~~~KWAJA KA PHOOL VILLAGE Tu NOTES: | DIlNa | IC7 | DRAWN: | SUNIL tPR GRAND TRUNK ROAD IMPROVEMENT PROJECTr * 1) FOLLOW WRlilE DIMENSIONS ONLY PAKA I C CH|EC| INOEPFfNDENT ENh MEIfTAL PEEW | I m_1100 3) sATE spENFIO HNGs ^E5lir Ny To BE MAE ONLY ON AFPROVL LEDESIGN FOR ENHMCEMENT OF WALL A| ^ ^ , ft@W OF SUPERVSION CONSULTANT SCALEt :1 | APPROE = I . _ WASHING OHAT ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~AHIGAE PROPOED FOR v/7 KEY PLA THE COMMUNIYN 5215 EXISTING TREES- A DRAIN RNIGPRRAONIN ALONG E E HE WASHING STNE OF CHAT TO DRAN WATER DFCALE10 g-- ---~~~~EOSIN-F---N BRICK( SLOPE PROTECTION AS PER TYPICAL DETAIL PROPOSED FLOWERING PROPOSED FLOWERING tV _ _ 82 h 70DO ego- TR EES OF SPECIEAMALTAS PROPOSED BRICK PROTECT WATER BODY0 TYPIAIL DETAIL P TAI 2.1YPE4 PR POSED GUARD RAJL ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~EXISTiNG RUIN ON MOUND NOIES: PER D4TYP |ICA3Llll-w3 |DWN: |`ANIL |IPROPOSED ODNCRETE Tm-i-li PARKING 11 BLOCK PA'KNG AS PER PROPCtLLOWSWHMED DIMNSHIRNS LTYPICAL NDITEM TYPE -2 E) ALL DCMENSIONS AHE IN ROiNWS OFHEWS- S2 R OF SHRUBS 3)RSmE SPECIFIC CAN4ES IF FNY, TO 9E l0tE CtNLY CtN NNF%RFVAL 71@KtNET: R41wt DESIGN FOR ENHANCEMENTOFDPOND _D r Ec / NOFES: ~ SUPER\IIC! SION CONSUNIL NaETtN al HI y Autlodl Of India 1N OLLO WNTD IRSSOL cGRAND TRUNK ROAD IMPROV'EMENT PROJECT .W 1) FoLLow wRrrrEN DIMENSIONS ONLY PACKIJM CCH4ECKED: MM INA INDEPENDEN-T ENVIRONMENTAL REVIEW 3) ALSITENSPEIPCCWON S A RE IN~y MM UNESS OTERS STTD CHN O E: Lea Assocates South MMi Pvt. Ltd. 2) SrrL SPEIFIC CHNCS IN MMULS TOTBE MA SE ONY NAPEP RaUGKEALAH ITE IGN FOR ENHANCEMENT OF POND .H.Pftd%. OF SUPERNISION CONSULTANT APPRLVED,. DPA NDd- II -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ WAL T~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~NEEDN E---NENA /EIv NS-1 18.,0::4,~~~~~~~~~~~~~~~~~SEO A- u D \ ] / t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:10MRD / / / 2)At IENIN ARE IN MM UNESOhRIElTD e 3)TESn: SPCFC HNE I N,10 AE NYO rauB@a DRWN UNREA 1 DESIND FRENH RANCIPEMENT OF PW R IM O NDC Lena1 Macate Saudi MI. P Lndla OF SUpERVISION CONSULTANT SCALE 1:700 AFFROVU) OIPALl Rm.- mnm C A AS PER LENGTH OF COMPOUND W LL L LLLLLL PAVING L L PER E NGTH OF COMPOUND WALL K LI4OLL,~ \ tLL\LLLL B (= ~~~~A g2 ' ' '" X '~~~~~~~~~lATE SCALE ,RRICK BAT THICK WALLLLJ~L ffi; 9 g 9 ffi ; t ot _ X i ~~DETAIAT'?B'wCA 110 SECTrION A-A 255 LLLI0l7EIS:I I b-1 DRAWN: FWESH -PROJECTNaUonal Highways Auity Of Inoia 1) ALLwRTTNDIMESl NSiN S MM IL NECXED: I1RUSHII(ESIi I_EEDN ENIONE TA PR OJiE CT NDV11, 3) SITE SPECIACI4NGES IF AOY, TO BE MDE ONLY ONAPROA OF 1tDE:I DO PEVENTON OF DIRECT ACCES O N HGWY_ ___ L. __ ea ssoiats\out AsaLLLLLtd SUPRVSIO CNSLLTOITAPROVD:OPLJ~ L L L IL I~~~~~~~~~~~~T iii; lit1 ~~~~~~~~~~I1~~~~~~~~~~~~~~~~~L _ t~~~~~~~~~~~~~~~~~~~~~~~~~~~. . . . . . '. '. ''.'. '. '. ''. ''.'. "i'.'. . . . . . . .. . . ;. ;,., . . .Z. i0 t X n X . . . Xr . --- - - - --- _ _ _ ...~~~~............................. efif t d ~~~~~~~~~~~~~~. . . . . ....... .. , S ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. .X. . . / ...... w . .. .. . ..s .1 .. . . ............. ~~~~ ~j ----- . ..._ ... . . ....... ... .... ... .. .... .. ... ... - - - - -- ...........~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ...... ..... ....... . ...... liii I w' ,0 1 t~~~~~~~~~~~~~~~~~~~~~~~~~. .. . ... R ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~...:::. ..- :. ..: .: i ] ,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~..',,/. g|-.,........... ..... .. |~~~~~~~~~ - n - - - - - - -- S I 7 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. . .,,...... .. , ,,,, ,, ............. , . t Z B::::'' -::: :::- ................................. ::::'':::::.::::.'::::::::::::':::: ::::::::::::::::. P iS t. mi; i 15 i!ni . O 0 i . I_t f! t.o MANHOLE (.2 M. x 0.6m. 12MM THICK PLASTER DITCH tINE DITCH LINE DIC LINEth *4SS RUNGS (MS SECTION 4 'T OPENING FOR DITCH 45MN X 45MM) 0.45M. ~~~~~~~~~~~~~~~~~~~~WATER (0.6m. x 0.6m.) WIDE1 X 043mM O.5Mc * WITH 16MM 0 IRON . . _ _ _ v _ -L _ t>,9dxwo 79<5-2 BARS CAST IRON PIPES ON CAST IRON PIPES ON EITHER OF THE SIDE EITHER OF THE SIDE TOWARDS POND TOWARDS POND (O.9M.DIA.) (0.9M.DIA.) REINFORCEMENT AS TANK. 12MMO MAIN F LTING REINFORCEMENT, 8 mm DIA DISTRIBUT,01N SECTION X-X CAST IRON PIPES ON ELEVATION REINFORCEMENTI| EITHER OF THE SIDE REINFORCEMENT TOWARDS POND | X I (0.9M.DIA.) | | 3200 'I MANHOLE tl2 6MM DIA. C150MM DISTRIBUTION v r I l l | } I 1 n WING WALL | REINFORCEMENT * PLASTt ' - '5 ' k' - ; L ERING tl:3 MORTAR, T (T I AS I * OPE> | 7o ..., NING FOR DITCH * WATER ~~(0.6m. x 0.6m.) V _ I I-l.IJ __I SI L T FENCING 11 I 11 I I I I I IING IOMM00200MM C/C 6MM 0 IRON REINFORECEMENT I I SCALE: PLAN TOP SLAB REINFORCEMENT T. T| T NOTES:1) FOLLUOWWPTTEN DIMENSIONS ONLY Doft No:T-4 DRAWN. HRUHIKESH PROJECT NaI nal HIghwas Authalty Of India 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STAIlO GRAND TRUNK ROAD IMPROVEMENT PROJECT I Wi,f > 3) ErTHER OF THEPIPES HASTO BEU 3 EDDEPENDING UPON CHECKED HIJSIKESH INDEPENDENT ENVIRONMENTAL REVIEW TttE SIT CONDrFtON SCALE. I:6 DEIND RSIENTL e |WSct saPtLd 3) StTE SPECIFC CHANES IF ANY. TO BE MADE ONLY ON APPROVAL SEDIMENrATION CHAMBER Ada Aa FwOcIa South A8Ib PAt Ltd. OF TIE ENGINEER APPROVED: DIPAU tiP E.N- 11 1000 j0 GO PAVE D -bCC _ X < ~~~~~~~~~~~~~~~~ ~ ~~ ~~~~~~~~~~~~~~~~~~RUER BANK PROFILE| ._ NATURAL FAL LINE OF THE LANOI. (GRADIENT UNE DETERMINES SPACING 1SC _ = \ DF ~~~~~~~~~~WEIRS FOR CASCADE) \0.1 ~~DO -.- OF WEIRD FOR CASCADE)~~~~ LAST WEIR WAL.L TO BE CONSTRUCTED MNTHIN ,L Doo 1 X 2 - < WL WE]~~~~~~~~~~RIWLVEOEIANK ANO BASE OF WEIRD F REQUIREO DSIES AND INVERT B BELOW RIVER ED LEVEL OF DITCH TO BE PROTECTED WISH P.C. BLOCKS LAID SN RIVER BED31. REFER TO DErAlIL 'A' ON MISCELLANEOUS DETAIL -R2 OR1 SLOPE PROTECTION' m~~~~~~~~~~~~~~~~~~~~~~~~~~~~NCCAPERN. OAIN CEOTEDMLE 1HON ON SLOPE PROTECTION E - Dt NACCAFERR GAB3ON X / 4 SIML AR APPROVEO CASCADE (STANDARD) LONGITUDINAL SECTION GABION BOX LAID ON LEVELLED RAND COMPACTED DETAIL-3 GROUND ORAINAGE CHANNEL 10D0 RQAD UNPAVED -1-1 \ 3970, 7D0 DfO SHOULDER MACCAPERRI GABION OR EQUIVALENT (Tmw~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~10 i 1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ROAD GE'OTEXTILE 14ON OR 0R1 3.111 SIMIL,R APPROVED KEEP OR EQUIVALENT CAEION(M.G.) ] GABION BOXWO LAION 1 l L \ _ _. _ Z =-_ LEVELLED AND COMPACTED 0.1 ||\n2X1oT IF REQUIRED SIDES ANO INVEfGROUND GEOTEXET LE 14E N OR ITMACCAFERRI (GIO N OR E D UIVALENT OF DOTCH TO BE PROTECTED WITH SIMIR APPROVED PC. BLOCKS LND ON GEOTEXTILE REFER TO ON MISCELLANEOUS DETAIL SLOPE PROTEClON CASCADE CROSS SECTION rN N3OD LAID ON E OCOMPACTED GA D-EI6LL-2~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~A GAS3ION EXTENDINC_ SD (WWG WING WALL GASION 1000 1 m IN TO CHA INE _WrFH DIAPHRAGMS_ |-_ IN-TO CHANNR m VRER BANK PROFLE -UIDERL (WWG NOTE, I~~~~~~~~~~~~~TYPICALI) LAST WEIR WALL TO BE CONSTRUCTEDA (WG WITHIN PROFILE OR ErVER BANK AND WATER FLO) BASE OF WEIR WALL TO BE 1000 BELOW ,TE FLW RIPER BED LEVEL i WWG% WATER EXIDONG BED GEOTEXTILE MAF] IR140N DR SIMILAR APPROVED AS BC \ GEOTEMILE 14CN OR OF CASCADE BAD WING WELL OABIDNS SI(0 (WWG|| R SIMILAR APPROVED CASCAoDE GABION ^BOWD N WISH DIAPHRAGMSBOLADN LEELGAND COMPACTED TYPICAL CROSS SECTION DETAIL THROUGH GROUND STEPPED GARION CASCADE" FOR DITCH ENDING DETAIL- DETAILS OF GABICN BASKET RETAINING WALLS M." f T4 -NVIHRSIEM RJC Natonal Highwasy Aujthority Of India 1) FOULOW WRITEN DIhNEBIONS OtLY HRUSHKES GRAND TRUNK ROAD IMPROVEMENT PROJECT QIECIRED: ~I INDEPENDENT ENVIRONMENTAL REVIAEWNOB.1U 2) ALL DIMENSIONS L11MM ScEa ?TBQL DESMAtED HRUSH4IIK5 ,1.PCSCD AD AIO LasASaOcIates South Asia Pvt. Ltd. ) STE SPECIFICCH,NGESIF,TO BE MADEONLYONAPI AO OF CADEANDOMION MUCTURE |N AO *wf. OJOSHOGI SUPERVOSON CONSULTANT APPROVED: DIPA I PhI- -._WGX1 2500 ANGLE SECTION (50 X 50 X 4) M E '" r ~~~~18MM THICK ' CFMENT MORAR ELEVATION 400 U 1u SECTION A-A CHAIN A -F --- LINK B7 18MM THICK CHAINAIN_E___,_ 1 PLASTER IN 1:6 LINK t I I CEMENT MORAR tB BANGLE SECTION I BRICK WORK IN 150 x 50 X 4) A O- I _ - 1:3 MORTOR PLAN - -2 . P-C-CM20 SCALE: 500MM 200MM OMM 0 500MM 1OMM SECTION B-B 1) FOLLOW WR1OIENSIOMNSOMONLY CEA:Eo HRUISHI(M INDEPENDENT ENVIRONMENTALEREVIEW N_lm10m1t7i' 2 ALLDIENSIONS INM UNLESS OTHERWE STATED Lo A_oamsuh saPLLd 3) SITE SPECIFIC CHANGES IFANY,TX)BEMDE ZONLY ONAPOAL OF =27EBE NHMS rrL LIKNNGLftGPt.m- SLPERYISIO CO NSIJTANT APPOED:O W , 1.1 W '*_ RAILING TYPE I 75X75X6 MM M.S. ANGLE SECTION DUMPER 75MM THICK P.C.C. - - - - - - - (M20) BEO ACTING AS A DOP.C. 25MM 0 GI. DRAIN 7 PIPE AT I M C/C - - - THROUGH OUFT THE LENGTH 500M9 200MM OMM 500M9 1000MM GARAGE DUtL GARBAG 500 MM THICK - PIVOT C BRICK WALL IN 1:6 CEMENT MORTAR CEMELL 3F,LENSIOM N NN UNIESS TILEE STATEO . INDEPENDENT ENVIRONMENTAL REVIEWXSTIN_ SCENARIO 75MM THICK P.C.C . (M20) 0 ... RAMMED BRICK____ BAT RAIUNG PLANTER SHUTTER CAUN NOTOPEN---- DUMPER 100MM THICK POCC. (M20)BARE FOOT PATH *660 960 DETAILS OF BARRIER SCALE PROPOSED MITGAT'ION TO PREVENT 500MM 200MM 0MM 500MM 1000MM G R G LW N NOTES: ~~~~~~~~Diwwkig No: T-7 OPW: H*jHKE IPROJECT Natmioa Highays Authxfty Of India N~~~~~~~~~~~~~TF5 ~~~~~~~~~~~~~~~~~~~~~~~GRAND TRUNK ROAD IMPROVEMENT PROJECT I.E.O.' 1) ~~~~ OIMENSIONS ONLY CK5CI~~~~~~~~~~~~~ HRWNIIEBH ~~~~~~INDEPENDENT ENVIRONMENTAL PEVEW NDiU.linm 2) ALL DIMEN0SIOSNMM UNLESSOTHERMW SSTATE SCALE ID 1EIND :20IIE4 *,. AREROPEeN ALee UPNGO IHWYSO A.isocate oul saPLLd 3) SMM SPECIFIC CHIMGES IFANY. TO SE MADE ONLY ON APPROVAL OF EKND PSKM TTE SFMF OPEETGRO UPN NHGWYSD mw"fQ- THE ENODMEE APPROV1M DIPALI -d-im SBCFON B-B =M_ | ~~~~SECIIN A-AI ==r r c a=r,r=O=r r=r==== ==r==I rr;/ s w - _ T r 1 44 DETAILSOFSLAB~I- ma L~~~~~~~~~~~~~~~~~~~~~~0 00000 0 000 0 000000000 000 00 00000000 00FR N 00 . 0000000 0 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 000 000000000 .0 0 00 0 0 0 0 00 NO00S 000 000 0 0 0RAWN: 0 000 000 000ND000NK0O0DI0P00000EN000OJ00 DETAILS OF SLAB A A REINFORCEMENT PLAN OF THE SLAB PLAN NOTES Or,o.1g N T.8 DRAWN: HRUHIKSSN PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT 1) KLLOWWRITTENCIMENIUONS ONLY CHE_ED HRUSHIIKSH E N MV .¶ 2) ALL OWLI9ISIONS IN lFNE OThERWISE STATEo O | SCALE: 1:o DESIGNED: HRUSHIKESH r ANUPL Aoa South Asia Pvt Ltd. 3) SITE SPEaNCINCAN MS IF Y O BE MADE ONL ON APPROVAL OF ANPMTYE | N1 A N- | . THE S4E4NER APPROVED: DIPALI N- -IIQ A A B P LAN PLAN KAND~~~~~~~~~~~~~~~~~~~~~~SN FIRST LLS BRICKBE AND HISHWAY ~~~~~~~ ~ ~~~~HIGHWAY SLURRY SECTION A-A SECTION B-B TYPE 3. TUBEWELL ON TYPE 2: TUBdEWELL SC^LE ~EDGE OF THE DITCH WITHIN ROW ,.,l,~~~~~~~~~~~ ..... Diuw4ng Ne T4O DFAWN~ HRUSHIKESH PROJECT i NationalHiginways Author ity Of India Non: LN GRANDTRUNKROADIMPROVEMENTPROJECT 1) POLLOWWRIrrEN WDIMiESIOS OTpNLY ETAE CHECKIED: HRUS1IIKED4 INDEPENDENT ENJVIRONMENTAL REVIEW _ flra 1 3) SITE SPECFlC CHANGES F ANY. TOSS MADE Ot ONLNAPPROlVALoF Sl>LE: A1S0 DES"NEOHFll"HKES Tm H ING FIRST CLASS Asia AND THE ENINNEER APPROVED: DIPAU N_ o2 AND ~~~~~~~~~~FNSE W_r NEA CEMEN 2 POLY CARBONATE SHEETS 25mm THICK "75 IRONRONFLLTS =%E,~~ 2OMM NOE4 , SWTH-Ke THICK aEISTING WALL E)SIlNG WALL ISLB 75 |MCU 75 8 75 757 lSMEC IS 76B 5 IS7C575 gX 1' 7~~~ ~ ~ ~~~~400 r 2400| 70 1 4014 $5 , _ L;_ZS -oOl ,. Isup L'375 EC 75I U 75 TYPE-1: NOISE BARRIER OVER EXISTING WALL TYPE-2: TYPICAL MODULE OF NOISE BARRIER NOTES: D." T DRAWN PAJESH P GRAND TRUNK ROAD IMPROVEMENT PROJECT Of India t) FoLLOW wwrrEN DIMENsIONs Ito Y ||lEOmO |SAT6H | INOEPENDENT ENY1RCNMENTAt REEW | 1 1 2) ALL DIMENSIONS IN MM UNLES OTHERWISE STATED R I -In 3) SIT SPEOIC CHNGES F nr~ ~o ~WIDE y oN ~DEA SCADESGNED AT.S TiTLE Lea MAssdates South Asia PYI. Ltd. 3) TrrE SECFIC CHANGES IF ANY, TO BE MADE ONY ON APPROVAL OF N NOISE BARRIERS: TYPE 1U2 | N- FM" D AW. H1E ENGINErzR | |APPROVED| D.SATISH |t-lIEN _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M - S -~~~~~~~~~~~~~~~~ PLAN SIDE ELEVATION TYPICAL CROSS SECTION AT A-A PLAN NOTEB: 1) F0UflWRr1TEN D6f9.NSloNy DRW:ROMY RJC aina ihasAitot nl 2) Mi. DW5NSIIN SOLeRY.E SE DNo:T-Il D : PAIESH PROJEar GRAND TRUNKTROADGIMPROVEMENTNPROJECT | NatonalHRghways AbtNPrCtyIOfAindia 3) ALL O I OEYE STATED C HEC H INDEPENOENT ENURON4ENTAL RE\1EW m * a 31 STEEL 4EI _4 FAT C I EIEVATION YUAPNE PLAT LO IN |SCLE N.T.S DS 41 TOCHaREIEPERSONE-DGES | _ _ AflSOVEED: D.SA CONCEPTUALDESIGNOF S TRUCTURALNOISE LeaBAsRR tEs S h At. L. S 620'4EEPElRS INDICATED N eApPRflLVE EO 3 SNASAr: NTH CONCEPTUAL DESIGN OF STRUCTURAL NOISE BARRIER M Om Msm PIEM ON EDWS APPROVED: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ P ~ -~ - -. SERB HICK P NEHTC T SLURRY ~ ~ ~ ~ ~ ~ ~ CXBRCK25M HIK 8M riC i Z ' En: _t UM . i WAS IN 1:~~~~~~ ~~~~~~~~~~~~~~~3 CEMENT SLAB FUPE IN 7:6 F P.C.C. FOKNSKSBN MOO SECTION A-A SECT ON B-B 500MM TllCK ERICK l5MM ThlCK CEMENT PLSTER X50MM THICK P.C.C. (M20) WAIIL IN 1:3 CE4ENT IN 1:6 MORTAR - A RINISHED YIITH NEATCEMENT SLURRY HK--A iORTAR | l § _ . _ _ ~~~~~~~~~~~~~~~~~~~~~12544 THICK ERICK 2544 ThlCR 134M THCK.S SMM THICK EMENT PLASTER INLLITOEMET ESLE PASC?:I. -I _ _ _ _ _ _ _ _ _ - - - - 0 - - - E - - S . R wa IN 1:3 CEMW ENC FUSOR IN 1T3 MOiNI I L.-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~GL PLAN PLAN TYPE I TYPE 2 SCALE 500MM 200MM 0MM SW0MM OM CBRK NOT 1' DM INlH T- 2 GRAWND TlRUNSK DI POKE M T RHOJECT K| N H yn I) FO U.O W IW R IT T E N D I EN S ION S OXN LY C H E a NSW: H R U SH Ik ESN M GAR tA RE NTRNKD WI PR ONEM E NTM ERNT SVIER 2) ALL OWENSIONS IN MM UNLESS OTHERWISE STATED SOME. t~~ ~ ~ NMRUE4NESMR 111t1250M THICXIBRICK 2uMML 1AK Pyt. LHI. 3) >MITE SPCIFIC AN GESI F ANY, TO SE MADE MY ON APPROV AOCF S C 1 M HRUSHIKE8H ^n A WRR ANG M ENT SLAB P 1 THE ENSIIEER APPIOVEED DUALI F l ]''~~~~~~~~~~~~~~~~~~~~~~- - ,aX . NorsNo:T-13 PROJECT NatioRal Highways A_ulty Of India 1OES FO.WRTE IINOB ~GRAND TRUNK ROAD IMPROVEMENT PROJECT . A l) FoLLOWWRITTENDIMENSHMOUiNLY CHQE:HUSIEHIDEEDfK MERM W1 INDEPENDENT ENVIRONMENTAL REViEW N-.DdM.iIOW 2) ALL DSRESIONS N MA LENLESS OTHB*1SE STATED S N TO SCALE DESIGNE1- HRUSHIKEH TrTLE LaIsoaMRSuhRiIY Ltd. 3) SITE SPECIFIC CHANGES IF ANY. TO SE M1ADE ONLYON APPROVAL OF NS ARRIE. Ud. THE ENGINEER APPROVED, DIPAU ft- _dz E R ~ ~~~~~~~~~~~~F ------ -.~~~~~~~~~~~~~~~~~~~~~T N - - - - - -_ - -|- - I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.I~~~~~~~~~~~~~~~~~~~ a 0 W g |~~~~~~ ~~ | O | iN.> ' E| |r E r g~I IF F|Ql A lI al Sl i/ ii co~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~! 500 500 WHERE PLANTER S ON SOIL WHERE PLANTER IS WITHIN PAVING 165 ~~~~~~~~~~~~AS PER DESIGN CEMENT TILES AS RAMMED EAF;rrH PER RECOMMENDED I_PREFERABLY MULTYPLE OF 500MM _l PLAN SECTION 1)m :FDnLOWY. T-16 DMENSHRUSH KlLI GRAND TRUNK ROAD IMPROVEMENT PROJECT \ awlbw"AhEolo 1) FOIIDWWRITlEN DIUENSIONSONLY CHECKED HRLtSHIKESH t _ ~~~INDEPENDENT ENVIRONMENTbL REYIEW , _lDhl- ¶0S. 3) flTE SPECIFiCCHANGES R MMY, TOH SE DE ONLY O AsVaLO THE ENGINEER APpIEaRn: orPj A4 - I~ ASEDSG 1000 N SPACER GUARD RAIL BEAM VGrTO Nz SwNv%-f2I SECIONPMST 4 ~~~50/75 1900 LONGGEEX1-WLALOTH A1-C TO -TA- WAFTE AS G,~~~~~~~~~~~~~~~~~~~~~~~~~~~~< L.00 .S. TES FASTENING GEOTEXT(LE V W DE AILS ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~OF GAEiON BOXTRE CLE11 NATNAL SOIL ACCOASTE IN This SPAcE %AACH FAciUrTATEs AEGETATION IN THE COARSE1 OF TIME 500MM 200MM OMM 500MM 1000MM v ~~~~~~~U GABION BOX TYPICAL SECTION FOR WATER BODY NEAR THE HIGHWAY NOTES: D 4AV NO: T 16 DRAWN: HRUSHIKE9H PROJECT N R ponal Highways Autat Of India GRAND TRUNK ROAD IMPROVEMENT PROJECT | fifl 2)AILDIMENSIONSIN NRLISNIKO SCALE-S120I. I INDEPENDENT ENVIRONMENTAL REVIEW Ifrfi-l1w 2) ALL DIMENSIONES IANYMMBUNLESS OTHYOW STATED PSCALE: 1.0 DESIGNED- HRU TITLE Lea AssoDIatS Sol Asi Pvt Ltd. _ G 3) SITE SPEO FtC CH4GES IF AN,iTO BEm MAD ONL ONleAPHUStSVALSlOS GABION STRCTURtE FOR SLOPE PROTECTION .IAA- PIclW THE ENGINEER AP~~~~~~~~~~~~~~PROVEW DIPALI NSC-IW- _ _ _ O O _ - SLOTS 100MM C/C SUPPORTING MES - ANGLE FRAME A 0~~~~~~ GEOTEXTILE MIRAFI O 140 N OR SIMILAR M.'. ANGLE APPROVED MAKE- MM X 3MM) LI-)~~~~~L ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~G L > E5T, coI ELEVATION SECTION A-A GECTEXTILE FIXED TO L AND T SECTIENS WITH BINDING WIREG A I GEOTEXTILE MIRAFI- E 275 27 140 N OR SIMILAR 1 -- M.S. ANGLE APPROVED MAKE 2M 25mx3m LE (25MM X 25MM X 3MM) SUPPORTED ONMESH (25MM X 25MM X 3MM) BINDING WIRE 625 THROUGH SLOTS 11 i A-- PLAN DETAIL AT A - IAw bNOT-17 DRAWN HRUStIIE8H PROJECT NHUonal HighwaS AuttlOrlY Of India NOTES GRAND TRUNK ROAD IMPROVE-MENT PROJECT I.r 1) FOLOW WRrfrEN DIMENSIONII ONLY CHECKED.| HRUSHIKESH| INDEPENDENT ENVIRONMENTAL REVIEW I-IU 2) ALL DIMENSIONS MM UNLESS OTERWSEa STATED SCALE 1H E Lee ASocItS South Ai PvI Ltd. 3) SrrE SPECI4C C0ANGES IF Aw. TD BE MADE ONLY ON APPROVAL OF |ESD | H SH TTLE GEOTE)MLE DETAIL | N. _ w o. THE1ENGINEgR AFPROVED: LDPAU | I 0 l.11 ~~~~~~~~~~~~~~~~~~8 8 o BRICK PAVING~~~~~~~~~~~~~~~~~~~~~~~BRC PVN T,.S B E O e- 1<~~~~~0 64650 , n PLAN OFPSITTING AREA (TYPE 2) FOLLOW W ENISINSGRANDTUN ROAD PROEEPTAN OF SITTI NG AREA (TYPE PROJECT )4 50 P.C 0 2) ALL GMENSS N M UNLESS EWWI AK2S5ATD00 GROUND w P-C-C. tM20) ( _ SECCTCIONM0B-BRICKYPAVIN I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~SCI SECIO A-AYPYE 1)2) N07ES |Drc-9n N.: T-ls DRAWN: HRUSHIKESH jPRCQr.T GRNTRNROOMROEENPOEC 9h ilo 3cgh altd 1) FOLLOW WRITTEN DIMENSIONS ONLY CHECKED: H UIKESH _- _~g _ ewDl h O 2) ALL DMENSIONS IN MM UNLESS OTHERWISE STATED 3) STE SPECIRC CHANSES IF AY. ro BE MADE ONLY ON APPROVAL OF SCALE: 1 50 OESI6NED HRUSHIESH TiTUE SEATING ARUND TREE-i A-220, NY FHS S C Icy. L THE ENGINEER APPROVED: DCPAIJ P.ehi - 682291E052290 6 b / 0, 1320 2460 1 60 I -._-\ } 1 9+0.0 1 l 9+0.0 4±0 4±i000 L -4I j _ _ 0+150 -++450 0+150 -4+150 -4~~~~+450 +- 5 SITTING -S-+300++450 *+300 -4±30 cA( O + ARRENGMENT (OTLA) -+300 t S 0 ++300 __ . ++300 )_ _ _ EARTH FILLING - -B CK REST 2000 1-750~~~~~~~~~~~~~~~~~~~~~~+5 .rwk +d 50 TM+0 0 9+450 23-_-450 ++O O .4+0.C ++. O TREE TRLO _-+450 -4±50 o ~~~~~~~~~~~~~~~~2000 e±15 ~~~+450 4+5 - 6+300 Ed -i -300 . -4±0 <9 150 ++1so 5+o _PLAN OF SITTING AREA (TYPE 4) ±00 _-/±000 EARH FIL0NG 6460 P.C.C. (M20) 75MM TIC 5 250MM THICK BRICK W AUI 125 PLAN OF SITTING AREA (TYPE ') BRMMTICK PAVINGC^ EARTH FILLING \ // Slnl"G A3GH (OTLA) ~~~~~~~P.C.C. (1125 /. -/ 125MM THICK BRICK WALL S AS 15M T RI WALL BRICK PAVING SECTION B-R (TYPE 4) P.C.C. (M ZG)P.C-. (M0 5M -HC SCALE SECTION A-A (TYPE 3) ~~ NQ:T-1B ORAWm: HRUBHIRES PROJECT National Highways Authority Of Indla GRAND TRUNK ROAD) IMPROVEMENT PROJECT .r-A FOLLOW WVVTTN DIMENSONS ONLY CHECKED: HRUSHIKESH INOEPENDENT ENVIRONMENTAL REVIEW | I .Ddi-IiU 2) ALL DIMENSIONS IN MM UNLESS OTHERISE STArED CD DegI SL a I L SITE SPECE CHIFANGES fPAY, TO BE MADE ONLY ON APPROVAL OF | | IGN.ED | HRUSHIKESH TffE S lNG A ND TREE2| THE ENGIfEER .|A EVD | DIPALI_ 300 0 2460 1700 300 00 T ~7aiO 0 SITTING AREA*GIENT ++150 9+150 rl +750 *+450 | < S+450 9+31 10 X r B EARTH FILLING - a; CK REST -&+300 -9-~~~+300 aB20 Tak ±.750 L 0+45 e 4+45 Trunk rf the Tre TREE TRUNK ++450 +~~~~~~~~+450 45 g0 200 2000 °____________50_____2000 + 45 J 230~~~~~~~~~~~~~~~~~~~~~~~0 PLAN OF SITTING AREA (TYPE 6) -9+300 Er rth +0 -110 ~ ~~~~~Filling --+3"0 Sitting Arrengment O+150 4+450 9+1 sa 4±0 dO ___________________ ±000 EART FILLING SITTING 4+O.0 BACK REST 6460 P.C.C (M20) 75MM THI StONE PITCHING PLAN OF SITTING AREA (TYPE 5) 250M1 THICK BRICK WALL EARLOFTHE TFlLNG SItTTING AWVNGIeNT (TrLA) P.C C. (MO) / SIACI 6.2 1 600 700 4800 500 1 90C l5MMTHBRICK PAVING IN 1:3 CEMENT MORTAR - - - ~~~~~~~~~~~15MM THICK LAIC) ON 60NMM THICK P.C.C. (MV20) 6.2 1600 700 4800 500 2900 APRON I0 130 AS PER SITE RAMMED EARTH gxz 1150 o CCNDITICNS BRICK WORK IN 1:3 SLOP12 MORTAR -I GL P.C0C. (M20) SCOND ITIONSD WITH BRICKS 100M THICK C T IHBIK SECTION B-B GUARD RAIL _ i m < 1 ~~~~~~~~~~~~~~~~~~230 ' 5 S~~~~~~~~~ING 260 3aot > . _ RETAINING 0 o \C % t . 0 230 COPING BRICK PAVING IN 1:3 CEMENT MORTAR AREA ~~~~~~LAID ON 50MM THICK P.C.C. (M20) r GRAVEL/ d.. 1 5 RIKWRK. .. . . ACCESS TO ON RAMMED EARTH cl 0 t ~~~~~~MORTAR - I_r ,'-', ~150 LOt M20 SECTION A-A 230 SCALE D c5dl S5MM 2XJMM O 5fCMM 1 000MM NOTES: Dluk N T-23e DRAWN: HRUSIIIKESH PROJECT - NatOlIal Hlghways Autwhty Of India I) FOllOW WRrrrEN DIMENSIONMS ONLY GRN_TUK____IPRVMETPRJC I 1-fA 2) ALL ONENSIONS IN MM UNLESS OTHEtSE STATED SCALE.,PSIP NENVIRONMENTAL REVIEWN _O_ | | 1_= 2) SrrE SPECIFIDCHANES IF/ ATNYO BERMAE AONLY ON ALOF 1O2 DESIGNEDW HRUSHIKESHi TITLE WELL SHAFr WIrHIN EMBANKMENT |i Aascdte SOuth Asia Pvt Ltd. 1111 ENaIEER ~~~~~~~~~~~~~~~~~APPROVEM. DIPAl. NSDam.Irn 1T 1000 OIA. COVER E FOR INSPECTION 50 R.C.C. SLAB M-20 n I _-S150 GRATING BRICK BAFFLE WALL 225 BRICK SLAB 225 x 00 100 CC SLAB M-10 PVC PIPE 2000 LONG VERTICAL DRAIN WELL AGGREGATE 8 I . GEOSYTHETIC FILTER FABRIC (2000 BELOW THE BOTTOM OF THE CATCH PIT) CROSS SECTION A-A VERT CAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS IA 1 00 B0-0W BAFFLE WALL BAFFLE WAL. ________ PLAN VERTICAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS SCALE NOTE8:SWhJ NO: T-24 ORAW: HRU8HIKE8H IPROJECT _ NaLonal Highways Auyhorsy Of India NOTES OEEA1~~~~~~~~~~~Df No: T -24AW HRUSNIIEES PRWOEC GRAND TRUNK ROAD IMPROVEMENT PROJECT 1.Of IndA- 1) FoLLOWWRrrENU IMENSION8 ONLY CHECKED: HRUSHKESH INDEPENDENT ENVIRONMENTAL REVIEW N- d-1 2) 8a o E NSECIoNS ICCH^NGN MM uW.h OTh UE SAEO YDN SCALE. 110 DESIGNEDT HRUSHKESH TILE RELCHARGING PIT FOR URBAN DRAIN I- A S A8h PVt Ltd. ) arm~ SPECIFIC CKANGES IF ANY. TO SE MADE ONLY ON APPROVAL OF 2_____hW THE ENGINEER APPOVD, AL IOAAA1111 ~00TATIIK (ml ATOl 505 .A ArA0L31AT311D FRONT ELEVATIO ~ ~ ~ ~ ~ ~ ~ ~ SP EEVSO WV a ^ | ~~~~~~~~~~~~~~~~~~~~~~~~~~~~SECTION A-A (RFVERGE FILTER WELL) SAEM PL4N ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ AHN PLATFORNMARE _ X I NOTES' A_IISTU WN: ~~~~~~~~~~~~~~~~HRLHIHIKESH PRjc _ - Nml Highways Authwrky Of Inciia , 11 FOLLOW WRrrrEND#ENa'CM ONLY CHEcKED. HFWM ~a%%~~~~~~~~~~2001119 AM 1J FOLiowwNrTENDtENSIONSCNLY OE HRUSHKESHMb INDEPENDENTSENVIRONMENTAL REVIE V Fl wlfl m 2mALL oEWONs IN M DEwE F ANY, TOE WSEN PLAOEPL OFORM W AT THE EDGE O WA AND a L". 3THE GERNDTRUNKROAD.IMPROVEMENTY APP P J E TheMaENOEN AppRovED. CIPAJJ-wiiKva P.C.C. (M20) FINISHED WITH 5MM THICK M.S. LEAD FLOATING COAT OF NEAT EMENT 675 _50 100 SLURY SLOPE 1:40 DRAIN P.C.C. (M20) INLET PIPE 100MM 0 -. C ~~~~~BAFFLE WA.LL 250 MM THICK BRI RAMMED BRIC EA vqvWALL IN FIRST CLASS BRICKS IN 1:4 CEMENT MORTOR 300 75MM THICK P.C.C. (M20) BED SECTION A-A c 50 1D0 50 50 50 AS PER REQUIREMENT RAMMED EARTH SECTION -B-B SLOPE 1:40 DRAIN WITH A SLOPE OF 1:40- …-n SLOPE 1:40 BRICK W 875 2 Li I I ~~~~~~~~~~ 100~~IOMM 0 PIPa I ~~~~~L . 13~~~75, A M.S. LID LA OIL INTERCEPTO ROAD SMDEnalE -1375- KEYPLAN~ PLAN OF OEL INTERCEPTOR SCALE 500MM 200MM 0MM 500MM 1000MM O..& N.; T-M HRUAWN: HIEHPROJECT |Neoali5 HighwNays AU&wt Of India NOMS: DIMENSIONS PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT 11.ha i) F(PWRrrrEND MIONsOLY CHECKED: NRUFHIKESH INDEPENDENT ENVIRONMENTAL REVIEW N_ i.11W6t 2) ALL DI SIONST N MM UK-ESBOTERWISE SEATE SCALE 120 DESIGNED: ISUSHISI4 TIILE STORAGE AREA FOR OIL AND GREASE L eOUAsS h As Pv Ltd. 3) SrTE WEFIC CHANGES FPANY. M B MADE ONLY ON APPROVAL OF Amb.fb fl,_ THE ENGINEER APPROVED: DIESEl10 140of 290 00 20 CORRER nB50 1s0 o 300 300 3 I mE.~~~~~~~~~~C~E r n HALF OL TylER TRIE2 TYPE CEMENT TILES IN 1:G CEMENT MOCRTAR CORNER TLE 1 20AS PER TILE DESIGI 11 nd CLASS BRICMS W ON FROG AND RXED IN 1:0 CEMENT MORTAR MM1f 0 MORTAR G MkP 7 l O U4 MORTAR OAR iu 1@ 1t^; b RAUSED EAI5H nE k -s t fl ~~~~~~~~~~~~~. 1 PCC(M20) JFIDI w RAMMED EARTH - H^aF TILE r= =T |- 500MM 200MM OMM 500MM lOOOMM F; ~ ~ ~ ~U NODaMWk4 N. T-Z7 DRAWN. HPSHIKS PROJECT National Highwap Aut 01 Indla 1) POU~~~~~~~YWRIr1~~~~~~N DIhENSIONS a~~~~~~~~~~~~v ~GRAND TRUNK ROAD IMPROVEMENT PROJECT 1) PXLOWWInlEN DINIENSIONS ONLY CHECK OEWSESAE SCAWLE 1:70 DEI@: NRUSNkESH TIT1LE WASTE DUMPING ErrE i.a M;;ta SGV is v.Ld THE ENDIrWER APED: WFU P . _A 267 0 = BRICK WAIB USNL VIS MM TIHlICK RLC SLAE 2k1 2CS KS WIH 12MM B REINFORCEMENT . ,vING MI5 M_RA 0150mm C/C TR Y. AS. GO---- - - I200 rWOWAY SLAB. 16MMW WITH |MMC S a TWO LEGGED I 00 STIRRUPS e0 01MM RCC -RE -A 400MM X 300MM 18MM THICK ARRANGEMENT R I CC COLUMN - I 420 SlzE I L lrlOD 333 --- 1000-~ 722 1 406MM 0 600MM~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~16M WITHI MM SCALE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~TOLGE ELEVATON STRRUPS 0200MM I I~~~~~~~~~/ FLOORI1NETNGA AS PERGL PRA lWING DRAWINGOO 2TP _____ { ~~~~~~~~~~~~~~~~~~~~~~~NO. T-27 I STEP LEADING~~II RINOREMN 00 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~2M @0M U, O. ~~~~~~~~~~~~~~~~~~~~C/C 3)EInEEfCFI C4WBb F NY T NEBO OL CN PPOAL OF S>LE 1:h DEIIND M SIZ AIU -AOY 4 OlW Suh uaP IUN ARPED 5ALt I_COLUMN CF SIE I SEC~~~~~~~~~~~~~~~~~~~~FTION A-A SCALE 1-50 SCALE T2~~~~17 ~~PLAN OF CANOPY NOTES: ~~~~~~~~~~o!wh ABI5 NO -SI DR.AWN: HRUSHBKESH PROJECT Nadoioa Highways Authority Of Indla 1) FOLOWVINORTrEN DIMEdSKM ONL GRAND TRUNK ROAD IMPROVEMENT PROJECT I..iA 2) AL, OIlWSIQI IN MM UNLM OTHERW-M WATMIS HIJB 1KESWINDEPENDENT ENV1RONMEzNTAL REIEEW -W10 2) AWM DWE=qWONSMM IFNAESS BTE MWIS STATED IPMA O SCALS. 1:76 DESINE1 HRUSINHES TITLE CANOFY Lee Associmts South Amis P;E Ltd. 8UPERVua49 COOULTANT APPROVED. OIPAU -Mio DETAIL X' LAYOUT OF BUSBAY irrm BRICK SOLING DETAILS - X SCALE 1: 10 NOTES Di No : NW. T-T HRLISH4ES .ROJECT NaO-iel Highws Authorty Of India 1) FOLLOwWRrrEN DIENSIONS ONLY _ CHEcKEn HRUJSHIISH INDEPENDENT ENVIRONMENTAL REVIEW 2)ALL DiMENS IN8 MM UNLESS anrWsE STATED 2) cCA ANY, TOBEIMADENSONSLYN ONLSS APPROV AL OF8CALE: NTB DE8GENED HRUSHSESH TffE GRAND TRUNK ROAD PROJECT La NAssoclts South Asia Pvt. Ltd. 3) SrTE SPE(3FIC o4NSL IFANY, TO BE MADE ONLY ON APPR_VAL OF SUJPERVISION CONSLTANT APPRVNN VAL. _____im 0.45~~~~~ .45 )31 2.1 5 0-# 2 0,i0.3 k 2.9 i 4.1AI FLOOR PLAN j ~~~~~~~~~~~~~~~~~~~~~~~~~GL IGL FRONT ELEVATIONSETO M IKITES: DgNsTJa CI>WN UHiPROSECT ~~~~~~~~~~~~~~~~~GRAND TRUNK ROAD fMPROVEMENT PROJECT -" a 1 ) pOULoW YWRrEN DIMESINONS ONLY CHECXED: HRUSHKU INDEPENDENT ENVIRONMENTAL REVIEW _O.11Wi 2) ALL DIMSPONS IN MM UNLESS OTERWISE 5TAEE Lee Assodat. SOUtI Asia Pyt Ltd. 3) NM SpeCIFIC CMES F ANY 'TO E MADE ONLY ON APPROVAL OF 5 5v. IPERVISION CONSULTAIT APPROVED DIPAL C NO5,120 4 @ _50 C/C . T / / ze _ _ -120 C150 C/C C/C \ | / \ l l PLAN17 SFCTION :'CCS - 120 @150 C/C ~ ~ ~ ~ 8 FLOO 0 L CVE 10 0@150 C/C 12=@20 / I 1 ~~~~~~~120 0250 C/C 0 C 1 1 \ I sPLAN _ | l 1 =~~____X REINFORCEMENT DETAILS K \ ~~~~~~~~~~~~~~~~~~~~~~OF RECTANGULAR COLUMN . Z- 7_= 7==u (SCALE 1 10) REINFORCEMENT DEDAL[ CE SLAB (SCALE 1: 20) 1 2.01o 100 18 @2 C/C FOUNNOlON 75mm~ o}K LEVEL P.CC. 820 G.DRAWINO OF SECTION: ' RECTANGULAR COLUMN (SCALE 1 20) (SCALE 1 205) NOTES: Dl_hi NM T-34 HRA Y RUUH PROJECT ONfaMe Hhwys O India ) KIXWS - TENDMEWWN>Ly affoeR HRUSHKBHGRAND TRUNK ROAD IMPROVEMENT PROJECT ==-^ 1) .OWIWrrIj hNMEMNIONS ONLY CHECKn* HRUTSHATE INDEPENDENT ENVIRONMENTAL REVIEW NDMN.11C01& 21 ALL OIhENSIO NS SMM UNLESS OTHERWISE STATED SCALE' DEK4D HRU8HfIESH lTTrE L1"sAmoot ThE BSouth SARUTPAE ___ 3) STE SPECFIC CHANGES F ANY. TO BE MADE ONLY ON DETAIlS OF THE BUSSMP 8TRUCA SUPERIN CONSULTANT APPROVED DIPALU X100 75 100 75 1009t r OPEN SPACES FILLED UP DR STONE PITCHING- -, WIT SOILI RASS PLANTED WTH GRASS l 8I_ - R8 REaAR 2H 1A A PLAN REBAR DETAILS thaO875+100 75 1GoSb 250 THICK SECTION ON A-A CONCRETE BLOCKS LAID ON 1RON GEOTEXnLE SUPPLIED EBY rZ CECHCINIAK) P'Vr LMD OR APPROVED ESUIVAEEN P ROUGH CUBIC STONES OF 25 CM NOMINAL SIE AIAND PICCED ON THE SLOPES. INtERSTICES FILLED UP WITH SPALLS AND SOILORWSS PLANTED IN THE INTERSTCES. PRE CAST CONCRETE BLOCKS FOR SLOPE PROTECT ON FROM EROSION OR RIVER BED SCOUR STONE PITCHING OF SLOPE SURFACE BREK PITCHIN OETAIL "A' D L D_TAIL "B', ¢ TOP T0E IN MADE UP W2TH MCS CONC. O WI PRE CNST L NCKS O T C GROUNPE C T B EX G N DIRECTON o y GROtUND LG ND TRUN R I OV 1 | o lo 1) F°U=a1°p°r°a| DIMENSIONS ONLY cstaawo IRICKSHISSM4 INDEPENDE T E O L QR V IWN THE SLOPE. i - I T I E . 8-- 3swmvlSPECIFIC CONMGS LT ANY, T E E Y A LF DIPIL 50 -T I OETAILS DC 1J EVM COLw NSuENTA SDN APPROVED: HR91ES IPARNcEOTENlRNETLRVE N_Qd - -110 a ZJ ALL DIONSCINS IN 11^1 UNLERiS OTHEIUH6E STATED ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ h- 61MM na BRICK LAID ON EDGE BRICK LAID ON FLAT THIS SPACE. OBTAINED ~, FROM THE PERTICULAR a ARRENGMENT WILL FACILITATE GROWTH OF VEGETATION ON SLOPE KER SCALE GAB3ION BOX BRICK ARRENG~~~~~ENT ELEVATION ~~~AFTER TWO liomm (Brick laid an Flat)CORE ONE COLRCES OF 70mm (Brick laid on ed Ue) KERB SLAB AS PER DETAILS IN PLANTER DRAWING DODD QUALITY BRICKS (CLASS II) HAND LAID ON THE SLOPE. GABION BOX AS PER DETAILS IN GABI1ON STRUCTURE DRAWING J) se SECIF a4NGE IF NY,10 B Wa ONY ONAWRVAL 3F ES£2D: RSHKESBRICKBRCK PITCHINGN SL OF SLOPE SURFACEb h Ll N_ APPOVED DIPAU - - - - - - - - - - 2) AU. DMENSION IN MU NLESS O hERWISESTATED ESIGNEDBRICK PITCHTIN G n OF.SLOPE.;SONRFAOE SCAI.~~~ Lee Assodates South Asia Pyt. Ltd.~~SCAL THE ENQINEER APPWOV~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DPAJ50M.2 0MIMM50 m 75D MONOTHICK METAL SHEET 5 10 MM DIA RIVETS -- BACKGROUND BLUE SIE 20 MONOTHICK METAL SHEETF RETRO REFLECTORISING PAINT NAME I DESCRIPTION i ;i LETTERING AS PER DESCRIPTiON 1. R. C NORMS I DISTANCE CAST IRON T-ANGLE l CAST IRON T-ANGLE _-___._ 75X75Xl0 75X75X10 - (EMBEDED WITH CONC.) (EMBEDED WITH CONC.) PRECAST CEMENT _________ CONCRETE CYLINDRICAL BASE 450 4 0 , E ]:': "'' ''1''1 ~ ~i -- 7t0 PRECAST CEMENT ___PRECAST CEMENT PLArl CONCRETE BASE CONCRETE OCTAGONAL BASE I C~~~~~~L GL ELEVATION , ,0 750 D.-9,n N.; 7-37 RVN: YAJ O.CTNational Highways Authority Of India NOTES: RN TRUNK ROAD IMPROVEMENT PROJECT tE - 1) FOLLOW WRITTEN DIMENSIONS ONLY -CHECKED DIPALI INOEPENENT ENVIRONMENTAL REVIEW - 2 2I ALL DIMENSIONS IN MM UNLESS OTHERWISF STATED SCALE: DESIGNED: MANJU TITLE DETAIL OF SIGNAGE Lea Associates South Asia Pvt. Ltd. SITE SPECIFIC CHANGES I ANY, TO BE MADE ONLY ON APPROVAL OF LIOF IGNA Go SUPERVISION CONSULTANT ANRVD:DPL TOP TO N MOOT UP' T~~~~~~~TO MIS COOT. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~BR.CK< PiTOH NS FOR - WT M1S SONC e 1.0m E. ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ S OPE PROTECTION : p < ClFECnON l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~POND SLOPE EXIS1ING / f ' 1:4 T 6 ^ § PROPOSED ORNASMENTAL TREES OF SPECE O SOFT 600 S~~~~~~~~~~~~~~~~~~~~~~~~~GLMOHAR TREES @IOMO/C SECThCN B-N OTTo 7 PROPOSED ORNASMEN-A TREES OF SPECIE MOO TMTS COST 000.. V x-SET -L PASTASG a IN V/C NUME0ERi T TYPICAL 3RICK P[TCH`I G DETAIL EXIST NG PLOT BOUNDARY -_____ f~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -, - - - -D - - - - - -7p, -_---- - :X f t~~~~~~~~~~~~~~~~~~~~~~~~~7 - - - - - - -_ftI - - - - - X UFC_qJ. - _- -X - SCT1 ON A A PROFOTEC IhFT SE - 7 L7 m- - - - -Y - L______EW.t'' F _ _ PROPOSED BROR CK _-__ 7 - - _ - - - - - - - - - - - - - - RKPlCnED TOGT PROTECTON |0 E _-- - ~=L: :. : Q ~~~ Q h '~~~~ :2 SLOPE AS PR,: -_:--_-_---_E =--== --: 0L7A S-IONS~~~~~~~~~~~~~~~~~~~~~~~L SECTO CG F STEA AT A-A.u - ---- - -- i021 STL~~~~FLD ACCERFASSWTE PMOPCR:NG FORC 7- - -- - -- - - - - - - - - - -- PITL HEaA ED' PRTCO - -- - --- - - --- 7 :-_V00 2 SLOPE AS Pti --~~~~~~~~~~~~~~~~~IASAG RA DE-ILD. SHOWN0 Q: '5000550 SoADE TREES,3_S.UAERA SCALE AZACSAC:1-TA TO CA _---- - O - 10 15 2 -25m SEOTES TRUNK ROAD4 - 1)NOTLS: A|E ordwiOS O ngNMo T.3 DRAVvN: YRAJU _PROJECT GRtAND TUKIMPROVEMENT RODPROJECT National Highways Authority Of india , SMFOLOAWITELLMESO OLYlCHECKED: MANJU NDEPENCENT ENVIRONMENTAL REVAEW 7 Dh ALI C:RERS,OkO ARC IN. MM UNLESS CTHERWISE S-AACC Le A_oitsSuhAi A.Ld 3,1) SE S'EC FT C CHANGES F ANT. TO NE MADE C\.Y fS}1 AFPROVAL SCALE 1000 BESIONED: MANJU TITLE PROTOTYPE OF BORROW AREA TO BE REDEVELOPED LaAscae ot saPt t.L I OF SJ,P-RVISION CONSULTANT APPROVED: OIPALI AS A FISH POND MbSPSDACoE ~~~ROPOSFD SHAH TR--S. SCALE:~~~~~~~~~~~~~~~~~~~Pn~MMMM86M2MM ~ Zebra crossing Lm DWARF BOUGAUWILLA @1.SM CaC jT±OtOcm c VISIBILiYTRIANGL TYPICAL DETAIL OF ISLAND VISIBILITY TRIANGLE | ROW-VARYING I b_ : TREESTOBEPLANTEDASPER LANDSCAPE DRAWING _ _ _ _ _ _ _ _ -; - -MEDIAN TO BE LANDSCAPE AS PE - _-- - - - - - - --_ - - - t- - - - - - - - - - --- - - - - - - - ----- _ L ANDSCAPE DRAWINGS ROW-VARYING i _ 1 --DWDWARF BOUGANVILLIA IS PLANTED @1 .5M Nob j n l l C/C IN THE VISIBILITY TRIANGLE 1) No. ace shall be pleatd wfhle the visIbility triangle 2 No.arl sts rarge nrobe shag be planted Wlt _2Cm wM,n 1too, awtr edrion opening P..Mg _ 3) Spde end number at I end nbeto be pheited as para, isoepe. drekNgsj 4) The mrsabe. at mcdie roas cre 10d ino-eceed or decrasd ead the apooo ovealba In ROW NOTES : roe oDAN RW: POET GAD TRUNK ROAD IMPROVEMENT PROJECT r. tE_ A-eue fIni If )FOLOW WRSPEN DIMENSIONS DNLY CORRIDOR NF CHECKED: .NSEPENDENT ENA~RONMENTAL REVIEW r.,is.-tWch 2) AL.. D,MENS:DNS ARE ,IN MV ENLESS OTHERSri SE STATED aE 1TDSIN:SIS 3) SITE SPEciE ClIANEES iF ANY, ~D NEALE NTS DEAPGPEDA TOSE PLANTATISON Lea Associates South Asia Pvt. Ltd. OF tPRES NON 00550 lAST CAD FILE: JUNC-A APR5DCOS UNTO ehan- "mme 0 Fr- I I R VA 0- NOV VARYING UPTO Bm. TREES TO BE PLANTED AS PER LANDSCAPE DRAWING ~~~~~~~_ _-_-_-__-_-_-_--------- - -' - - - --- ~~~~~~~~~~~~~~~~~~~~-rr- -- ---,1 ---- ---------------------- - - TRESS TO BE PLANTEDASPER LANDSCAPE DRAWING ROVT VARYING UPTO 8m. -LANDSCAPING ON MEDIAN AS PER - ROW - VARYING UPTO bOrn. LANDSCAPE DRAWINGS Note: DWARF BOUGANVLLIA IS PLANTED @1.5M 1) No trees shall be planted within the visibility triangle ISIBILITY TRIANGLE CC IN THE VISBIGTY TRIANGLE 2) Ngsmalltreestor larae shrubs shall be planted witin wih 0m ofte medan opening 3) Speciei and nymber of trees and shrubs to be planted as per lanascape rawings. 3) The number of middle rgws are to be IncreasedTr. decreasea accoraing to me space avai a InJin UP NOTES: EN DRAVWN: | POJETGADTUKRA MRVMN ECT CT TNatioail Highways Authority Of India p 1) FOLLOWVVWRITrEN DIMENSIONS ONLY cOEDt|NZ CECKED: jINDEPENDENT ENVRONMENlAL REVIEW |N-NWhl*105 2) ALL DIMENSIONS IN MM DESIGNBD: TTLE JUNCTION PLANTATION Lea Associates South Asia Pvt. Ltd. 3I ANY CHANGES TOBES MADE TO BE APPROVED AEODDN ED :mTNCEJUNCTIONPnTnIN | F.- W., SY THE SUPERVISION CONSULTANT APL UTa APPROVED CROSS JUNCTION WITH MEDIAN BREAK PN OLNS RDO Traffic under pass to be shifted to the junction to facilitate pedestrian crossing g---ROWVARYING UPTOBOr TREE TO BE PLANTED AS PER LANDSCAPE DRAPUNG ____ - - t+ - - r -- -- LANDSCAPING OF MEDIAN AS LANDSCAPE DRAWJNGS --ROW-VARYiNG UPTO B1O", NO PLANTATION FOR 100 M. ONMEDIAN DWARF BOUGANVILLIA IS PLANTED 51 SM FROM THE CENTRE OF JUNCTION C/C IN THE VISIBIGTY TRIANGLE NOTES: 1) Species to be planted by reffering typical landscape sections 1) No trees shall be planted within the vls[bllity tnansgile 2) No small trees or large shrubs shall be planted wftin I DOm of tie median opening 3) SpecIes and number of trees and shn bs to be planted as as per landscape drawings. 4) The number of middle rows are to be Increased or deoreased aocording to the space avaliable in ROW. 5) A minimnum of Em distanoe. lQoTES C i GRANDLTRUNKEROAD IMPROVEMENT PROJECT N a tional Highways Authority Of India NOTES SCALWNTDPROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT t,S A. FOLLOW WRITTEN D MENSONS ONLY CORRIDOR NH2 CHECIES: INDEPENDENT ENVIRONVENTAL REV_W Ni.rniS5t 2) ALL DIMENS DNS ARE N MM UNLESS OTHERwISE STATED. DRW.NO. DESIGNED: TE DESIG-N FORJUNCTONFLA5TION Lea Associates Sout Asia Pvt. Ltd. 3) SITE SPEC FIC ChANGES F ANT, TO BE MADE ONLA ON APPROVAL DWN, DSGF-D: -Y1Lt.. OF SUPERVISON CONSO CANr CAD FILE: JUNC-C APPROABD: i 50 JNC7TON WITHS VEHICLE UNDERPASS r- nen. sc1in _ _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~,ao0sooum Zebra crossing Zebra crossing + 0 cm +ZTUI~~~~~~~~~~~~~~~~~~~~~~rn~~POOE Zeb ao nsingR NERIUM DRAWF SHRUBS + Q cm fi DETAIL- A DErAIL - B -....... ROW VARYING UPTS e0m. ES TO BE PLANTED AS PER DANOSCAPE DRAWING RO.VARYiNG UFOTS6. PROPOSED .WA SHRUBS 1 35 ~~~~~~~~~~~~~~~~~~~~~~~~~~~IN VISIBLITYTRtLkNGLE WrSHIN THE ROW Note: 1 No trees shall be planted within the visibility triangle DWARF BOUGANVILLIA IS PLANTED @1.5M 2) No srnaii trees or large shrubs shall be pianted C/C IN THE VISIBIGTY TRIANGLE AS SHOWN within 100S of the median opening 3) Species and number of trees and shrubs to be planted as per landscape drawings. 4) The number of middle roWs are to be increased or decrneased according to the space available In ROW ____L______JPROJECT ~~~~~~~~~~~~~~National Highways Authority Of Indi Ncres:,cO | cr5 DRAWN: PROT GRAND TRUNK ROAD IMPROVEMENT PROJECT , iwt p Su EOUO N o',bwsoY ¢FOFFe HCEF1 W I 9,h .o _ -IrlN-e ME '.n M.ann ,Ess M-SEonro CHECKED: INDEPENDENT ENVIRONMENTAL REVIEW rai-re. 01 00. -ESO S IO e .T M ULn Oinns roi. -,- . or -urSenlreceocl-rFon rO DESIGNED: TITLE JUNCTION PLANTATION Lea Associates South Asia Pvt. Ltd. of Su JUNCTION PLANTATION.Cr0 P: Yr.. AOvED. INF .IOO LN OIUCO APPROVED YV-JUNCTION LANDSCAPING Zebra crossing Proposed shrubs of specie Nerium drawf pink @0.6mc\c 4cm TYPICAL DETAIL OF ISLAND ROW - VARYING UPTO S0m. , , 7, / ~~~~~~~~~~~~ // ~~~~~~~ ~~~-,~~~~----- ~~~RESTO BE PLANTED AS PER PLANTATION IN MEDIAN AS PER _--___________________. -------------- -____________________ ______ = _ _ _ ,,' | LANDSCAPE DRAWINGS l l . 7 _ _ ,~~~~~~~~~~ ROW -VARYING UPTO EiOm. Note 11 ~~~~~~~~~~~~~~~~~~~~~~~~~~~PROPOSED DWARF SHRUBS Note:INVSLTYTIGE 1) No trees shall be planted within the visibility Irangle WITHIN TROW 2) No small trees or large shrubs shall be planted witin 220 within IOOm of the median opening 3) Species and number of trees and shrmbs to be planted as par landscape drawing. 4) The numbor of mibble rows are t0 be Increased or decreased according to the space availble in ROW DWARF BOUGANVILLIA IS PLANTED @1.5M ClC IN THE VISIBIGTY TRIANGLE AS SHOWN DRAWN: PIIOIEI ~ ~~~~~~~~~~~~~~~~~National Highways Authority Of India N) rrJLLoTE REs DiMENaoNs ONLY DrAWN: RAND TRUNK ROAD IMPROVEMENT PROJECT M--."h O d 2) FOLLOW WRrTEN AT CHECYED INDEPENDENT ENvIRONMENTAL REViEW 3) SITE SPECIELC CO ASEES IF ANY. TO SE MAOE ONLY ON AREOD. D TITLE JUNCTION PLANTATION Lea Associates South Asia Pvt. Ltd. OF SUPERVSION CONSULTANT Oas U APPROVED TYPICAL T- JUNCTION h See. ;102V. - HEIGHT OF THE 07a5T sOUNDAY WALL m HEIGHT OF THE BOUNDARY WALL F-TUBE RA'JSEI TO U.nm ._____ ____ 400000 -- ----- .-T-------------- -~-I 4 0000.0 -47000 - .0 , 4700.0 _l2 - O-- WolX Lxlt;St t-DoUD.i 0 -~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~PLAY GRouND - p g sPLAY GROUND z! i Chaldalle 3S1.0I0 HeightrofHcndamyWall 3m ______ EisOnS Trn_I Mitigtlion: FedW Dbbnce _- .| A noise barrier mentoned above vill be provided In additlon to which the of bul frm RoW 2m .a ..... boundary wall of this structure shall be raised to S.Sm. as this Structure Is Baundary wal na RW iOmc dose to fthe oorridor and Is muots tored, top floors shall be glazed to decrease So^rbdagy wS rmm PeW 10m OuWside 12 _ . ___. _ } 11 the noise levels as they will be exposed directy to Incoming noise. Heiht oBrt dkIg 10m Height of Embomnwnt GOn,d Level ______ =-__ = _ ____==__ TrrLE DRAWN R^IESH PFOJECT National Highways Authority Of India NOISE MmGAnON FOR OYAN STHALI ENGUSH MEDIUM AT SCHOOL WMi.900 Din1ing4No: NM-1C-4 GRAND TRUNK ROAD IMPROVEMENT PROJECT I.Em'-m DESIGNEP: RAHLLRSINGH INDEPENOENT ENVIRONMENTAL REVIEW VEW-ow11n Nd:a SCALE: CHECKED: DOSAlISH Lee Assodates South Asia Pvt. Ltd. i)M dAlensinlo am In m tm unltalnlt.owho sd NTS PACKAGE I C km 321.100 TO kn 393.000 =mi - Ftd. Cove 2) FoIowwolEe dienoa onl APPROVED: D SATISH - __ _-= s EXISTING BOUNDARY WALL 5.5m HIGH EXISTING BOUNDARY WALL GD6 .8~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. -7200.0- -, 7500.0 3250oe-- 15000.0 , 3250 0 10500.0 WINOOW (900 x 1100)000 7500 3250. IDOOR (1100 x2100 ) P WINDOW (90OR x1100) ChWhtB 334AWo Hsbhtof8munydayaI 1.9m. l Slds ofto foo Sot Ex|i Midgation: tp edC finrTn '= Height of the boundary VT4Il shall be relsed to 5.5m to bring down the noise O kw dW ndi 25 =_lvels by 10 -1 2 dB(A). All openings shall be double glazed to fUrther bring Byd wall 5Bm FtoW Om O ulwb 4 L n>rowiO planted whlthn the RoW extending to 1 00m on eithr side of the building Heg of Buldinig 3m HOW of mmbanWnt GGround o*% TITI.E hwNNoNWC D s RrC RAVND TRAJEK PR°ADpOJMECTALP National Highvvays Authority Of Indieaz 1) An dkwW- - In - u.nq_,A_ gd = _ CHPACKAGE Ic km 321.100 TO Ion 393.000 A 250.0 105c00. 2500.0 _____WINDOW (900 x 1100)~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~OMWOF2 !~ ~~~~~~~~~~s~ttfoi.1d lmH l~~~~~~~~~aI - -~~~~~~~~~~~~E- aCahug. 336.100 Hdeawof BmdavW.M 1a. 2- Propmed r dd Trs a - _ Height of the boundary wall shall be raised to 5.m to bring down te noise ofhfddi lamRoW 22-0m In e 3 J levels by 10 -12 dB(A). Double-glazing of allopenlngsshall be double Ppoed Dl_d of glazed to further bring down the noise levls. Thick plantation up to I OOm Bqr,d&"waflmROW oil14.5m r u _ ; = = on either side of structure within the RoW shall be pmvided. Htut5ulBdh 3m H.gtofEorb.nkWlt Ground Lve_ , _ _, a _ ~~~~~~~~~~~~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~CU,,,,nC)t LIN" DP-AYM: FtAdESti~~ ~ cJjA11~ ~E National Highways Authority Of India TmLE OIRAWN RA4ESH PROEcT GRAND TRUNK ROAD IMPROVEMENT PROJECT NOISE mMGATION FOR PRIMARY SCHOOL MEHAWAAT kn33.18W Dw No NM-i1-7 LESIGNED. RAHUL SINGH INDEPENDENT ENVIRONMENTAL REVIEW -W1-d 1 2) Fo5.AvDd5nn Ohmune olh criy NCALE P|GE A~ CHEa'RO GRAND TRUNK ROAD IMPROVEMEN T PROJECT National HIghways Aulhorty Of India , N018E lirTI~~~~~~~~~~~~~~~OSSIOATJhAHH8HO Tm 4.0(S U )DE1GIfaD : RAHIUL 81NGII IN DE PENO ENT ENVI RONME NTAL R EVIEW N- ) d .hmm NTS CHECKED: D.SATISH PAC E 1C bnk393.00 Lea Assoiates South Aia Pvt. Ltd. 2)rshw gmonS +~~~~~~~~~~~~~ APPROVED: D.8ATI8H ?4d111 iew-0 ~ ~ ~ ~ 1~ 6 WINDOW(1100x1200) -- HOW OF OUNMwWAL .TO E RAIED 70&. ,- 110 -. - 2OW-0~~~~~~~~~- BE~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~GT WlNDOW(900x11100 ChIdln 3085-00 Hattt o afdSyWa 1.8m CULTIYAlIN UNL-WaRn Pi D NcwE T t noiselevels b -7 dB (A). Since tahe srDstrucj sdoeto bthe Pmosned or buldiwng RoW 27m I n d 3 teoad, nos thevl shoJculed befurther reduced by gbzhg tthe openirs in Boundary _b[mmP-W - Oude 1 5 * .=]t Hdilhf 8.9ding 3Z. 5 H.4ght fEnl 0.11m . TITLE Drn N.N-G2 DFIAWN: |RAIESH PRWCTFC GRAND TRUNK ROAD IMPROVEMENT PROJECT Netloal Highways Authority Of India NOISE MMiGATION FOR PRIMR SCHOOL MWHTU, AT kn 38e S00 (NORTH) DE13E:FHLSNHI NDE PE NDENT ENVI RONMENTAL R EVI EW N C*.11W 6- DESICINED: RAHUL SINGH N-~~~~~~~~~~~DOOREaAZNGO N)Alidn nmmub S NSCALE: CHECKED: D.AIHPACKOkGE IC Ion 321.100 To km 3S3.000 Lee Assots South SothiAsiavt.. Ltd. 2) FdoAwwr n dhaons |* -APPRtlYED: D.STIS P _