redevelopment of anand vihar railway station, anand vihar...

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16.3.2 Redevelopment of Anand Vihar Railway Station, Anand Vihar, East Delhi (Delhi) by Indian Railway Station Development Corporation Limited) – Terms of Reference – [IA/DL/NCP/62728/2017] [F.No. 21-104/2017-IA-III] The project proponent and their consultant (M/s Ascenso Enviro Private Limited) gave a detailed presentation and informed the following:

The present proposal is for "Redevelopment of Anand Vihar Railway Station” by Indian Railway Station Development Corporation Limited, as a part of the continuous process of augmenting and improving amenities keeping in view the World Class planning and targeting the year 2038.

The total area available for the site development is 5,68,145.00 m2 (56.8 ha). The constraints such as retaining of existing structure and yard have been considered while developing the concept. The built up area is 4,69,017.00 m2.

The project envisages redevelopment of Anand Vihar Railway Station in form of construction / redevelopment of Main station building with construction of facilities like Hotel, Station Retail and Commercial Office. The parking shall be provisioned in basement and 34,000 m2 is to be developed / maintained as garden and lawns.

Total population of the proposed redevelopment project will be 1,64,838 as per the projection for the year 2038 which include the main passenger load per day, guests staying in hotel and staff.

The station parking bays are calculated based on the traffic surveys and forecasts. Basement parking of area 9,766 m2 is proposed for station. The parking bays required for the station is for 686 ECS and the proposed parking bays will be for 902 ECS.

The total water requirement for the proposed project has been estimated to be 12 MLD. This includes potable water requirement, flushing, landscaping and requirement for washing purposes. The total fresh water requirement is 5.31 MLD. The current source of water supply for the Railway station is a Ranney well located at Mandawali, which shall also cater for the water supply for the proposed redevelopment project. The capacity of the Ranney well is 7 MLD, which will be able to cater the demand for year 2025. For the demand beyond 2025, another Ranney well of 5.90 MLD will be required. The water requirement for Flushing, washing and landscaping will be met through treated water from STP and ETP

Total waste water generated is 5.62 MLD, which will be treated in the STP of capacity 5.1 MLD and waste water generated from washing the platforms, aprons, coaches will be treated in the ETP capacity of 1.72 MLD. The treated water available is 5.0 MLD (@ of 90%) and it will be recycled and re-used for flushing, washing, cooling and landscaping. During the monsoon season, as there will be no requirement of water for landscaping, the excess treated water i.e. 0.1 MLD will be discharged to sewer

The total electrical load demand has been estimated to be 34 MVA. 26 MVA for the commercial area and 8 MVA for station. The possible sources of power are 66 kV grid substations at Karkarduma and 220 kV substations at Mandawali.

It is estimated that maximum solid waste generation would be about 24,725.7 kg/day, and 4 Tonne of sludge (wet basis).

Total numbers of RWH Pits proposed are 5.

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The EAC deliberated upon the proposal and noted that there is no land acquisition or

litigation involved and that the present proposal is for grant of Terms of Reference for the proposed additionalties and that there was no requirement of seeking ToR/EC for the existing activities. After detailed deliberations, the EAC recommended for grant of ToR as specified by the Ministry as Standard ToR in April, 2015 for the said project/activity and the following ToR in addition to Standard ToR for preparation of EIA-EMP report:

(i) Importance and benefits of the project. (ii) The data collection and impact assessment shall be as per standard survey

methods. (i) Environmental data to be considered in relation to the project development would be

(a) land, (b) groundwater, (c) surface water, (d) air, (e) bio-diversity, (f) noise and vibrations, (g) socio economic and health.

(iii) Fresh baseline data for 3 months shall be used for preparing EIA Report. (iv) Present land use of the proposed project site. (v) Copy of project sanction plan. (vi) Details of project configurations and built up area. (vii) Layout plan indicating road, greenbelt, drainage, sewer line, STP, solid waste

handling area, rain water harvesting structure, etc. in different colour to be furnished.

(viii) Layout of parking plan indicating entry and exit points of vehicular movement as well as traffic management plan. Highlight the fire tender pathway.

(ix) An estimation of the extent of dewatering for basements, description of the methodology used and assessment of impacts shall be submitted along with a plan for reutilisation of Water as per the CGWA Guidelines.

(x) Details of source of water supply along with permission to be submitted. (xi) Quantification of various effluent streams such as sewage, restaurant effluent,

Laundry effluent etc. (xii) Treatment scheme for effluent and its recycling mode. (xiii) Revised proposal for wastewater treatment based on MBBR technology. (xiv) The details of the treated sewage disposal and its impact on the recipient system

shall be studied. (xv) Action plan to prevent pollution from discharge of surface runoff into water bodies. (xvi) Details energy conservation measures to be taken. All points mentioned in the

proposal such as orientation to support reduced heat gain, use of ASHRAE 90.1, use of ECBC compliant envelope measures to be supported through drawings and details in the proposal.

(xvii) Details of DG sets. Prediction of ground level concentration due to emissions from DG sets.

(xviii) Details of arrangement for meeting standby power from solar energy. (xix) Details of rain water harvesting system to be furnished. Clarity on recharge pits,

storage systems for rain water and use of appropriate filtration system for collected

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rain water to be detailed. (xx) Calculation on sizing of solar water heating systems to be furnished. (xxi) A management plan for excavation and dewatering to ensure compliance to the

CGWA guidelines and regulation. (xxii) Solid waste management plan along with area earmarked for solid waste

management scheme. (xxiii) Management and disposal plan of used cooking oil from restaurant. (xxiv) Management of excavated soil. Pollution control measures to be taken to control

fugitive emission during construction phase including marble /stone cutting. (xxv) Layout plan indicating Greenbelt along with area earmarked to be provided. (xxvi) Disaster Management plan including onsite and offsite plan. (xxvii) The details of any Court Order regarding disposal of effluents into the river Yamuna

at Delhi and the action taken/ action plan for compliance of these orders if any shall be submitted.

(xxviii) The project proponents would explain in the EIA Report as to why was the environmental clearance not taken earlier for existing structure.

(xxix) The EIA should also give a compliance plan to conditions stipulated in Annexure XIV of the amended EIA Notification vide S.O. 3999 (E) dated 09.12.2016.

(xxx) Traffic Impact Analysis (TIA) shall be carried out engaging services of an organisation specialising in Transport Planning and Traffic engineering to assess the impact of proposed redevelopment of the railway station in terms of impact on traffic intensities, road capacities, intersection capacities and related delays on the bounding network of the terminal complex. The TIA report shall explicitly detail out the method of estimating the additional traffic demand owing to redevelopment process including the impact on passenger/visitor footfalls, parking demand and other access /dispersal hired transport system within the terminal complex .The TIA shall also indicate the impact of proposed redevelopment on the level of service of the primary road network falling in the immediate catchment area of the terminal complex within an area of at least 5 sq km. The TIA shall be followed by preparation of detailed Traffic Management Plan (TMP) detailing various implementable measures for traffic impact mitigation to be submitted along with the EIA. The recommended TMP proposed to be implemented should preferably be approved by bodies such as UTTIPEC comprising expert officials from PWD, Traffic Police, DTC, DIMTS, and Transport Department etc.

(xxxi) The impact assessment for noise and vibration shall be done at peak values.

It was recommended that ‘ToR’ prescribed by the Expert Appraisal Committee (Infrastrucure-2) should be considered for preparation of EIA / EMP report for the above mentioned project in addition to all the relevant information as per the ‘Generic Structure of EIA’ given in Appendix III and IIIA in the EIA Notification, 2006.

16.3.3 Trauma Centre for AIIMS at Safdarjung Enclave, New Delhi by All India Institute of Medical Sciences – Terms of Reference – [IA/DL/NCP/62761/2017] [F.No. 21-105/2017-IA-III] The project proponent and their consultant (M/s Ind Tech House Consult, Delhi) gave a detailed presentation and informed the following:

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Annexure-VI

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Annexure-IX

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Annexure-XVIII

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Annexure-XXII

LIST OF SPECIES

Tree Detail at Anand Vihar Railway Station

S.NO. TREE NO. TREE NAME GIRTH (m)

1 A1 BAIRI 0.17 2 A2 PIPAL 0.47 3 A3 PIPAL 0.79 4 A4 PIPAL 0.31 5 A5 PIPAL 0.27 6 A6 SIRSA 0.27 7 A7 SIRSA 0.15 8 A8 SIRSA 0.16 9 A9 SIRSA 0.17 10 A10 SIRSA 0.32 11 A11 SEESAM 0.40 12 A12 PIPAL 0.26 13 A13 KIKAD 0.50 14 A14 KIKAD 0.30 15 A15 KIKAD 0.23 16 A16 PIPAL 0.30 17 A17 SIRSA 0.16 18 A18 SIRSA 0.17 19 A19 SIRSA 0.23 20 A20 SIRSA 0.22 21 A21 SIRSA 0.24 22 A22 SIRSA 0.25 23 A23 SIRSA 0.17 24 A24 SIRSA 0.27 25 A25 SIRSA 0.25 26 A26 SIRSA 0.41 27 A27 SIRSA 0.18 28 A28 SIRSA 0.29 29 A29 KIKAD 0.88 30 A30 PIPAL 0.67 31 A32 MAHENDI 0.15 32 A33 SAHTOOT 0.65 33 A35 KIKAD 0.44 34 A36 SEESAM 0.31 35 A44 PIPAL 0.18 36 A45 PIPAL 0.31 37 A46 PIPAL 0.79 38 A49 KIKAD 0.25

Annexure-XXII

LIST OF SPECIES 39 A53 PATTI 0.33 40 A54 PATTI 0.25 41 A55 PATTI 0.77 42 A56 SIRSA 0.33 43 A57 SIRSA 0.25 44 A58 KIKAD 0.58 45 A59 SIRSA 0.29 46 A60 MAHANEEM 0.54 47 A61 MAHANEEM 0.45 48 A62 MAHANEEM 0.82 49 A63 MAHANEEM 0.65 50 A64 MAHANEEM 0.74 51 A65 PATTI 0.38 52 A67 SEESAM 0.34 53 A68 SEESAM 0.35 54 A69 SEESAM 1.61 55 A70 ASTONIA 0.54 56 A71 AMALTASH 0.28 57 A72 ASTONIA 0.30 58 A73 AMALTASH 0.18 59 A74 ASTONIA 0.35 60 A75 AMALTASH 0.21 61 A76 NEEM 0.18 62 A77 AMALTASH 0.17 63 A78 BARGAD 1.15 64 A79 BAIRY 0.18 65 A80 ASTONIA 0.18 66 A81 PIPAL 0.35 67 A82 BARGAD 0.28 68 A83 ASTONIA 0.28 69 A84 ASTONIA 0.21 70 A85 ASTONIA 0.19 71 A86 ASTONIA 0.18 72 A87 SIRSA 0.28 73 A88 PAPADI 0.23 74 A89 ASTONIA 0.18 75 A90 PIPAL 0.60 76 A91 ASTONIA 0.21 77 A92 PIPAL 0.20 78 A93 ASTONIA 0.32 79 A94 PAPADI 0.41

Annexure-XXII

LIST OF SPECIES 80 A95 AMALTASH 0.50 81 A96 ASTONIA 0.51 82 A97 AMALTASH 0.56 83 A98 ASTONIA 0.56 84 A99 AMALTASH 0.30 85 A100 AMALTASH 0.56 86 A101 ASTONIA 0.51 87 A102 ASTONIA 0.60 88 A103 ASTONIA 0.52 89 A104 AMALTASH 0.37 90 A105 ASTONIA 0.57 91 A106 ASTONIA 0.71 92 A107 ASTONIA 0.51 93 A108 AMALTASH 0.33 94 A109 ASTONIA 0.58 95 A110 ASTONIA 0.86 96 A111 ASTONIA 0.47 97 A112 ASTONIA 0.77 98 A113 ASTONIA 0.59 99 A114 ASTONIA 0.68 100 A115 ASTONIA 0.60 101 A116 AMALTASH 0.30 102 A117 PAPADI 0.18 103 A118 PAPADI 0.15 104 A119 PAPADI 0.27 105 A120 PAPADI 0.30 106 A121 JAMUN 0.27 107 A122 ASTONIA 0.35 108 A123 AMALTASH 0.68 109 A124 AMALTASH 0.41 110 A125 AMALTASH 0.65 111 A126 AMALTASH 0.50 112 A127 AMALTASH 0.15 113 A128 AMALTASH 0.50 114 A129 SIRSA 0.28 115 A130 SIRSA 0.43 116 A131 SIRSA 0.38 117 A132 SIRSA 0.29 118 A133 AMALTASH 0.37 119 A134 JAMUN 0.32 120 A135 BOTTLEPALM 0.31

Annexure-XXII

LIST OF SPECIES 121 A136 BOTTLEPALM 0.28 122 A137 BOTTLEPALM 0.21 123 A138 BOTTLEPALM 0.20 124 A139 ASTONIA 0.35 125 A140 AMALTASH 0.32 126 A141 ASTONIA 0.40 127 A142 JAMUN 0.23 128 A143 JAMUN 0.20 129 A144 SAGON 0.31 130 A145 NEEM 0.33 131 A146 JAMUN 0.20 132 A147 SAGON 0.25 133 A148 KIKAD 0.31 134 A149 KIKAD 0.27 135 A150 SIRSA 0.43 136 A151 SIRSA 0.30 137 A152 SIRSA 0.28 138 A153 SIRSA 0.58 139 A154 SIRSA 0.45 140 A155 PIPAL 0.18 141 A156 PIPAL 0.40 142 A157 PIPAL 0.40 143 A158 PIPAL 0.18 144 A159 PIPAL 0.22 145 A160 SIRSA 0.26 146 A161 SIRSA 0.21 147 A162 SIRSA 0.32 148 A163 SIRSA 0.35 149 A164 SIRSA 0.20 150 A165 SIRSA 0.29 151 A166 SIRSA 0.36 152 A167 BAIRY 0.28 153 A168 KIKAD 0.28 154 A169 SIRSA 0.38 155 A170 SIRSA 0.17 156 A171 SIRSA 0.33 157 A172 SIRSA 0.36 158 A173 KIKAD 0.26 159 A174 KIKAD 0.45 160 A175 KIKAD 0.35 161 A176 KIKAD 0.31

Annexure-XXII

LIST OF SPECIES 162 A177 SIRSA 0.19 163 A178 SIRSA 0.15 164 A179 SIRSA 0.25 165 A180 SIRSA 0.40 166 A181 SIRSA 0.38 167 A182 SIRSA 0.18 168 A183 SIRSA 0.20 169 A184 GULMOHAR 0.20 170 A185 BAIRY 0.60 171 A186 PAPADI 0.42 172 A187 PAPADI 0.25 173 A188 PAPADI 0.15 174 A189 PAPADI 0.30 175 A190 PAPADI 0.33 176 A191 JAMUN 0.22 177 A192 SIRSA 0.49 178 A193 AMALTASH 0.28 179 A194 SIRSA 0.15 180 A195 SIRSA 0.16 181 A196 SIRSA 0.41 182 A197 KIKAD 0.35 183 A198 KIKAD 0.30 184 A199 SIRSA 0.35 185 A200 SIRSA 0.18 186 A201 KIKAD 0.30 187 A202 KIKAD 0.32 188 A203 KIKAD 0.18 189 A204 KIKAD 0.28 190 A205 KIKAD 0.29 191 A206 GULMOHAR 0.35 192 A207 GULMOHAR 0.39 193 A208 GULMOHAR 0.22 194 A209 GULMOHAR 0.23 195 A210 GULMOHAR 0.23 196 A211 GULMOHAR 0.23 197 A212 GULMOHAR 0.30 198 A213 KIKAD 0.34 199 A214 GULMOHAR 0.21 200 A215 GULMOHAR 0.41 201 A216 GULMOHAR 0.32 202 A217 GULMOHAR 0.20

Annexure-XXII

LIST OF SPECIES 203 A218 GULMOHAR 0.16 204 A219 GULMOHAR 0.38 205 A220 GULMOHAR 0.32 206 A221 KATILI BEL 0.31 207 A222 GULMOHAR 0.19 208 A223 GULMOHAR 0.19 209 A224 GULMOHAR 0.18 210 A225 GULMOHAR 0.22 211 A226 GULMOHAR 0.25 212 A227 GULMOHAR 0.32 213 A228 GULMOHAR 0.18 214 A229 GULMOHAR 0.15 215 A230 GULMOHAR 0.20 216 A231 GULMOHAR 0.22 217 A232 GULMOHAR 0.30 218 A233 GULMOHAR 0.18 219 A234 GULMOHAR 0.28 220 A235 GULMOHAR 0.34 221 A236 KATILI BEL 0.46 222 A237 KATILI BEL 0.29 223 A238 KATILI BEL 0.24 224 A239 GULMOHAR 0.22 225 A240 GULMOHAR 0.38 226 A241 GULMOHAR 0.28 227 A242 KATILI BEL 0.24 228 A243 GULMOHAR 0.42 229 A244 GULMOHAR 0.26 230 A245 GULMOHAR 0.36 231 A246 KATILI BEL 0.30 232 A247 GULMOHAR 0.20 233 A248 GULMOHAR 0.43 234 A249 GULMOHAR 0.31 235 A250 GULMOHAR 0.20 236 A251 GULMOHAR 0.23 237 A252 KATILI BEL 0.34 238 A253 GULMOHAR 0.30 239 A254 GULMOHAR 0.18 240 A255 GULMOHAR 0.18 241 A256 GULMOHAR 0.18 242 A257 GULMOHAR 0.26 243 A258 GULMOHAR 0.35

Annexure-XXII

LIST OF SPECIES 244 A259 KATILI BEL 0.37 245 A260 GULMOHAR 0.33 246 A261 GULMOHAR 0.36 247 A262 GULMOHAR 0.26 248 A263 GULMOHAR 0.21 249 A264 GULMOHAR 0.25 250 A265 GULMOHAR 0.21 251 A266 GULMOHAR 0.22 252 A267 GULMOHAR 0.45 253 A268 KATILI BEL 0.42 254 A269 KANEL 0.24 255 A271 KABABUL 0.20 256 A272 LIPTIS 0.30 257 A273 LIPTIS 0.48 258 A274 KATILI BEL 0.58 259 A275 KATILI BEL 0.46 260 A276 GULMOHAR 0.21 261 A277 BELPATTHAR 0.28 262 A278 GULMOHAR 0.20 263 A299 GULMOHAR 0.30 264 A300 GULMOHAR 0.33 265 A301 GULMOHAR 0.28 266 A302 GULMOHAR 0.18 267 A303 GULMOHAR 0.38 268 A304 GULMOHAR 0.32 269 A305 GULMOHAR 0.22 270 A306 GULMOHAR 0.22 271 A307 GULMOHAR 0.25 272 A308 GULMOHAR 0.30 273 A309 GULMOHAR 0.31 274 A310 GULMOHAR 0.36 275 A311 GULMOHAR 0.25 276 A312 GULMOHAR 0.26 277 A313 GULMOHAR 0.25 278 A314 GULMOHAR 0.17 279 A315 GULMOHAR 0.29 280 A316 GULMOHAR 0.18 281 A317 GULMOHAR 0.43 282 A318 GULMOHAR 0.35 283 A319 GULMOHAR 0.36 284 A320 GULMOHAR 0.20

Annexure-XXII

LIST OF SPECIES 285 A321 GULMOHAR 0.34 286 A322 GULMOHAR 0.29 287 A323 GULMOHAR 0.18 288 A324 GULMOHAR 0.22 289 A326 GULMOHAR 0.37 290 A327 GULMOHAR 0.33 291 A328 GULMOHAR 0.16 292 A329 GULMOHAR 0.19 293 A330 GULMOHAR 0.29 294 A331 GULMOHAR 0.21 295 A332 GULMOHAR 0.29 296 A333 GULMOHAR 0.15 297 A334 GULMOHAR 0.15 298 A335 GULMOHAR 0.15 299 A336 GULMOHAR 0.27 300 A337 GULMOHAR 0.24 301 A338 GULMOHAR 0.24 302 A339 GULMOHAR 0.38 303 A340 GULMOHAR 0.21 304 A341 GULMOHAR 0.37 305 A342 GULMOHAR 0.21 306 A343 GULMOHAR 0.40 307 A344 GULMOHAR 0.25 308 A345 GULMOHAR 0.24 309 A346 KATILI BEL 0.30 310 A347 KATILI BEL 0.29 311 A348 KATILI BEL 0.20 312 A349 KATILI BEL 0.30 313 A350 KATILI BEL 0.19 314 A351 KIKAR 0.23 315 A352 GULMOHAR 0.15 316 A353 GULMOHAR 0.23 317 A354 GULMOHAR 0.24 318 A355 GULMOHAR 0.21 319 A356 KIKAR 0.43 320 A357 GULMOHAR 0.17 321 A358 GULMOHAR 0.23 322 A359 GULMOHAR 0.21 323 A360 GULMOHAR 0.29 324 A361 GULMOHAR 0.27 325 A362 GULMOHAR 0.20

Annexure-XXII

LIST OF SPECIES 326 A363 GULMOHAR 0.20 327 A364 KATILI BEL 0.29 328 A365 KATILI BEL 0.31 329 A366 KATILI BEL 0.30 330 A367 KATILI BEL 0.53 331 A368 KATILI BEL 0.15 332 A369 KATILI BEL 0.21 333 A370 KATILI BEL 0.37 334 A371 KATILI BEL 0.25 335 A372 KIKAR 0.27 336 A373 KIKAR 0.31 337 A374 KIKAR 0.32 338 A375 KIKAR 0.23 339 A376 KIKAR 0.27 340 A377 KIKAR 0.21 341 A378 KIKAR 0.15 342 A379 KIKAR 0.15 343 A380 GULMOHAR 0.28 344 A381 GULMOHAR 0.23 345 A382 GULMOHAR 0.20 346 A383 GULMOHAR 0.18 347 A384 GULMOHAR 0.15 348 A385 GULMOHAR 0.21 349 A386 GULMOHAR 0.21 350 A387 GULMOHAR 0.36 351 A388 GULMOHAR 0.32 352 A389 GULMOHAR 0.19 353 A390 GULMOHAR 0.19 354 A391 GULMOHAR 0.42 355 A392 GULMOHAR 0.24 356 A393 GULMOHAR 0.15 357 A394 GULMOHAR 0.19 358 A395 GULMOHAR 0.35 359 A396 GULMOHAR 0.17 360 A397 GULMOHAR 0.20 361 A398 GULMOHAR 0.18 362 A399 KIKAR 0.15 363 A400 KIKAR 0.15 364 A401 GULMOHAR 0.37 365 A402 GULMOHAR 0.30 366 A403 GULMOHAR 0.38

Annexure-XXII

LIST OF SPECIES 367 A404 GULMOHAR 0.20 368 A405 GULMOHAR 0.20 369 A406 GULMOHAR 0.15 370 A407 KIKAR 0.43 371 A408 KIKAR 0.15 372 A409 KIKAR 0.24 373 A410 KIKAR 0.28 374 A411 KABABUL 0.28 375 A412 KABABUL 0.28 376 A413 KABABUL 0.40 377 A414 KABABUL 0.30 378 A415 KIKAR 0.24 379 A416 KIKAR 0.25 380 A417 KIKAR 0.20 381 A418 KIKAR 0.15 382 A419 KIKAR 0.15 383 A420 KIKAR 0.17 384 A421 KIKAR 0.39 385 A422 KIKAR 0.23 386 A423 KIKAR 0.15 387 A424 KIKAR 0.20 388 A425 KIKAR 0.15 389 A426 KIKAR 0.15 390 A427 KIKAR 0.15 391 A428 KIKAR 0.15 392 A429 KIKAR 0.22 393 A430 KIKAR 0.42 394 A431 KIKAR 0.20 395 A432 KIKAR 0.51 396 A433 KIKAR 0.37 397 A434 KIKAR 0.34 398 A435 KIKAR 0.15 399 A436 KIKAR 0.20 400 A437 GULMOHAR 0.23 401 A438 GULMOHAR 0.30 402 A439 KABABUL 0.28 403 A440 KIKAR 0.27 404 A441 KIKAR 0.15 405 A442 KIKAR 0.33 406 A443 KIKAR 0.22 407 A444 KIKAR 0.19

Annexure-XXII

LIST OF SPECIES 408 A445 GULMOHAR 0.24 409 A446 GULMOHAR 0.15 410 A447 KATILI BEL 0.23 411 A448 KATILI BEL 0.20 412 A449 KATILI BEL 0.20 413 A450 KATILI BEL 0.26 414 A451 KATILI BEL 0.30 415 A452 KATILI BEL 0.20 416 A453 KIKAR 0.31 417 A454 KIKAR 0.37 418 A455 KATILI BEL 0.30 419 A456 KATILI BEL 0.38 420 A457 KATILI BEL 0.15 421 A458 KATILI BEL 0.33 422 A459 KATILI BEL 0.60 423 A460 KATILI BEL 0.41 424 A461 KATILI BEL 0.34 425 A462 AMALTASH 0.27 426 A463 AMALTASH 0.22 427 A464 AMALTASH 0.28 428 A465 KABABUL 0.27 429 A466 KABABUL 0.20 430 A467 KABABUL 0.22 431 A468 KABABUL 0.29 432 A469 KABABUL 0.32 433 A470 KABABUL 0.19 434 A471 KABABUL 0.54 435 A472 KIKAD 0.38 436 A473 KIKAD 0.20 437 A474 KIKAD 0.22 438 A475 GULMOHAR 0.23 439 A476 GULMOHAR 0.44 440 A477 KIKAD 0.22 441 A478 KIKAD 0.22 442 A479 KIKAD 0.22 443 A480 KIKAD 0.25 444 A481 KIKAD 0.26 445 A482 KIKAD 0.30 446 A483 KIKAD 0.33 447 A484 KIKAD 0.24 448 A485 KIKAD 0.33

Annexure-XXII

LIST OF SPECIES 449 A486 KIKAD 0.30 450 A487 KIKAD 0.24 451 A488 KIKAD 0.15 452 A489 KIKAD 0.23 453 A490 KIKAD 0.36 454 A491 KIKAD 0.24 455 A492 GULMOHAR 0.30 456 A493 SAGON 0.19 457 A494 SIRSA 0.26 458 A495 SAGON 0.25 459 A496 KIKAR 0.51 460 A497 SAGON 0.25 461 A498 SAGON 0.19 462 A499 SAGON 0.26 463 A500 GULMOHAR 0.24 464 A501 GULMOHAR 0.26 465 A502 GULMOHAR 0.24 466 A503 GULMOHAR 0.23 467 A504 JUNGLE JALEBI 0.42 468 A505 JUNGLE JALEBI 0.26 469 A506 JUNGLE JALEBI 0.31 470 A507 JUNGLE JALEBI 0.41 471 A508 JUNGLE JALEBI 0.21 472 A509 JUNGLE JALEBI 0.19 473 A510 JUNGLE JALEBI 0.20 474 A511 GULMOHAR 0.24 475 A512 JUNGLE JALEBI 0.19 476 A513 JUNGLE JALEBI 0.26 477 A514 JUNGLE JALEBI 0.19 478 A515 JUNGLE JALEBI 0.20 479 A516 JUNGLE JALEBI 0.23 480 A517 GULMOHAR 0.35 481 A519 GULMOHAR 0.32 482 A520 KIKAD 0.26 483 A521 KIKAD 0.27 484 A522 KIKAD 0.31 485 A535 SAGON 0.24 486 A537 SAGON 0.32 487 A538 SAGON 0.20 488 A539 SAGON 0.29 489 A540 KIKAR 0.32

Annexure-XXII

LIST OF SPECIES 490 A541 GULMOHAR 0.21 491 A542 GULMOHAR 0.20 492 A543 GULMOHAR 0.27 493 A544 GULMOHAR 0.22 494 A545 GULMOHAR 0.18 495 A546 GULMOHAR 0.20 496 A547 GULMOHAR 0.24 497 A548 GULMOHAR 0.21 498 A549 GULMOHAR 0.30 499 A550 SAGON 0.22 500 A551 GULMOHAR 0.30 501 A552 GULMOHAR 0.38 502 A553 GULMOHAR 0.23 503 A554 GULMOHAR 0.24 504 A555 GULMOHAR 0.18 505 A556 GULMOHAR 0.24 506 A571 SEESAM 0.40 507 A588 SAGON 0.21 508 A589 SAGON 0.21 509 A590 SAGON 0.20 510 A591 GULMOHAR 0.24 511 A592 GULMOHAR 0.19 512 A593 SAGON 0.23 513 A594 SAGON 0.33 514 A595 SAGON 0.23 515 A596 SAGON 0.30 516 A597 SAGON 0.23 517 A598 SAGON 0.26 518 A599 SAGON 0.23 519 A600 SAGON 0.24 520 A601 SAGON 0.21 521 A602 SAGON 0.25 522 A603 SAGON 0.23 523 A604 SAGON 0.28 524 A605 SAGON 0.28 525 A606 SAGON 0.17 526 A607 SAGON 0.22 527 A608 SAGON 0.20 528 A609 SEESAM 0.26 529 A610 SAGON 0.26 530 A611 SAGON 0.24

Annexure-XXII

LIST OF SPECIES 531 A612 SAGON 0.22 532 A613 SAGON 0.22 533 A614 SAGON 0.22 534 A615 SAGON 0.35 535 A616 SAGON 0.40 536 A617 SAGON 0.26 537 A618 SAGON 0.28 538 A619 SAGON 0.29 539 A620 SAGON 0.23 540 A621 SIRSA 0.28 541 A622 JUNGLE JALEBI 0.29 542 A623 JUNGLE JALEBI 0.24 543 A624 JUNGLE JALEBI 0.28 544 A625 SIRSA 0.26 545 A626 KIKAD 0.20 546 A627 KIKAD 0.33 547 A628 KIKAD 0.36 548 A629 GULMOHAR 0.19 549 A630 KIKAD 0.35 550 A631 JUNGLE JALEBI 0.41 551 A632 GULMOHAR 0.26 552 A633 JUNGLE JALEBI 0.29 553 A634 JUNGLE JALEBI 0.37 554 A635 GULMOHAR 0.30 555 A636 GULMOHAR 0.41 556 A637 KIKAD 0.35 557 A638 KIKAD 0.30 558 A639 KIKAD 0.39 559 A640 JUNGLE JALEBI 0.35 560 A641 SIRSA 0.16 561 A642 JUNGLE JALEBI 0.30 562 A643 JUNGLE JALEBI 0.31 563 A644 JUNGLE JALEBI 0.25 564 A645 KIKAD 0.25 565 A646 KIKAD 0.25 566 A647 KIKAD 0.38 567 A648 JUNGLE JALEBI 0.20 568 A649 JUNGLE JALEBI 0.28 569 A650 JUNGLE JALEBI 0.25 570 A651 SAGON 0.27 571 A652 SAGON 0.18

Annexure-XXII

LIST OF SPECIES 572 A653 JUNGLE JALEBI 0.28 573 A654 JUNGLE JALEBI 0.36 574 A655 KIKAD 0.27 575 A656 MAHANEEM 0.46 576 A657 SAGON 0.20 577 A658 JUNGLE JALEBI 0.39 578 A659 SAGON 0.16 579 A660 GULMOHAR 0.51 580 A661 GULMOHAR 0.22 581 A662 GULMOHAR 0.17 582 A663 JUNGLE JALEBI 0.38 583 A664 JUNGLE JALEBI 0.40 584 A665 GULMOHAR 0.24 585 A666 GULMOHAR 0.30 586 A667 GULMOHAR 0.31 587 A668 SAGON 0.22 588 A669 SEESAM 0.30 589 A670 PAPADI 0.19 590 A673 SIRSA 0.34 591 A674 SIRSA 0.31 592 A675 KIKAD 0.41 593 A676 SIRSA 0.17 594 A677 SIRSA 0.38 595 A678 KIKAD 0.23 596 A679 GULMOHAR 0.31 597 A680 GULMOHAR 0.20 598 A681 GULMOHAR 0.45 599 A682 GULMOHAR 0.30 600 A683 GULMOHAR 0.23 601 A684 GULMOHAR 0.30 602 A685 GULMOHAR 0.27 603 A686 GULMOHAR 0.32 604 A687 GULMOHAR 0.27 605 A688 GULMOHAR 0.27 606 A689 GULMOHAR 0.21 607 A690 KIKAD 0.23 608 A691 KIKAD 0.22 609 A692 SIRSA 0.32 610 A693 SIRSA 0.33 611 A694 BAIRY 0.19 612 A695 GULMOHAR 0.17

Annexure-XXII

LIST OF SPECIES 613 A696 GULMOHAR 0.33 614 A697 GULMOHAR 0.17 615 A698 GULMOHAR 0.36 616 A699 GULMOHAR 0.15 617 A700 GULMOHAR 0.30 618 A701 GULMOHAR 0.26 619 A702 GULMOHAR 0.19 620 A703 GULMOHAR 0.18 621 A704 GULMOHAR 0.20 622 A705 GULMOHAR 0.17 623 A706 GULMOHAR 0.35 624 A707 GULMOHAR 0.20 625 A708 GULMOHAR 0.21 626 A709 BAIRY 0.27 627 A710 GULMOHAR 0.23 628 A711 GULMOHAR 0.19 629 A712 KIKAD 0.17 630 A713 PAPADI 0.19 631 A714 GULMOHAR 0.20 632 A715 KIKAD 0.35 633 A716 GULMOHAR 0.44 634 A717 GULMOHAR 0.24 635 A718 GULMOHAR 0.17 636 A719 GULMOHAR 0.25 637 A720 GULMOHAR 0.49 638 A721 GULMOHAR 0.23 639 A722 KIKAD 0.29 640 A723 KIKAD 0.38 641 A724 SIRSA 0.27 642 A725 KIKAD 0.33 643 A726 GULMOHAR 0.17 644 A727 GULMOHAR 0.19 645 A728 GULMOHAR 0.16 646 A729 GULMOHAR 0.17 647 A730 GULMOHAR 0.21 648 A731 PAPADI 0.20 649 A732 KIKAD 0.40 650 A733 KIKAD 0.37 651 A734 KIKAD 0.49 652 A735 KIKAD 0.30 653 A736 GULMOHAR 0.20

Annexure-XXII

LIST OF SPECIES 654 A737 GULMOHAR 0.32 655 A738 GULMOHAR 0.20 656 A739 GULMOHAR 0.16 657 A740 GULMOHAR 0.23 658 A741 GULMOHAR 0.27 659 A742 GULMOHAR 0.25 660 A743 GULMOHAR 0.25 661 A744 GULMOHAR 0.27 662 A745 GULMOHAR 0.17 663 A746 GULMOHAR 0.17 664 A747 GULMOHAR 0.19 665 A748 GULMOHAR 0.19 666 A749 GULMOHAR 0.24 667 A750 KIKAD 0.34 668 A751 KIKAD 0.19 669 A752 SIRSA 0.35 670 A753 SIRSA 0.19 671 A754 SIRSA 0.26 672 A755 KIKAD 0.18 673 A756 KIKAD 0.32 674 A757 KIKAD 0.26 675 A758 KIKAD 0.25 676 A759 GULMOHAR 0.30 677 A760 GULMOHAR 0.20 678 A761 KIKAD 0.31 679 A762 KIKAD 0.19 680 A763 GULMOHAR 0.28 681 A764 GULMOHAR 0.21 682 A765 GULMOHAR 0.20 683 A766 GULMOHAR 0.21 684 A767 GULMOHAR 0.19 685 A768 GULMOHAR 0.30 686 A769 GULMOHAR 0.20 687 A770 GULMOHAR 0.21 688 A771 GULMOHAR 0.27 689 A772 GULMOHAR 0.43 690 A773 GULMOHAR 0.38 691 A774 GULMOHAR 0.25 692 A775 GULMOHAR 0.32 693 A776 GULMOHAR 0.31 694 A777 GULMOHAR 0.27

Annexure-XXII

LIST OF SPECIES 695 A778 GULMOHAR 0.32 696 A779 GULMOHAR 0.21 697 A780 GULMOHAR 0.24 698 A781 GULMOHAR 0.23 699 A782 GULMOHAR 0.34 700 A783 GULMOHAR 0.20 701 A784 GULMOHAR 0.23 702 A785 GULMOHAR 0.20 703 A786 GULMOHAR 0.21 704 A787 GULMOHAR 0.42 705 A788 GULMOHAR 0.42 706 A789 GULMOHAR 0.39 707 A790 GULMOHAR 0.27 708 A791 GULMOHAR 0.21 709 A792 GULMOHAR 0.23 710 A793 GULMOHAR 0.21 711 A794 GULMOHAR 0.20 712 A795 GULMOHAR 0.22 713 A796 GULMOHAR 0.21 714 A797 GULMOHAR 0.34 715 A798 GULMOHAR 0.30 716 A799 GULMOHAR 0.45 717 A800 KIKAD 0.30 718 A801 KIKAD 0.21 719 A802 GULMOHAR 0.23 720 A803 GULMOHAR 0.23 721 A804 GULMOHAR 0.17 722 A805 GULMOHAR 0.32 723 A806 GULMOHAR 0.40 724 A807 GULMOHAR 0.58 725 A808 GULMOHAR 0.19 726 A809 GULMOHAR 0.21 727 A810 GULMOHAR 0.59 728 A811 GULMOHAR 0.33 729 A812 GULMOHAR 0.31 730 A813 GULMOHAR 0.20 731 A814 GULMOHAR 0.19 732 A815 GULMOHAR 0.29 733 A816 GULMOHAR 0.30 734 A817 GULMOHAR 0.17 735 A818 GULMOHAR 0.19

Annexure-XXII

LIST OF SPECIES 736 A819 GULMOHAR 0.23 737 A820 GULMOHAR 0.31 738 A821 GULMOHAR 0.19 739 A822 GULMOHAR 0.22 740 A823 GULMOHAR 0.32 741 A824 GULMOHAR 0.17 742 A825 GULMOHAR 0.38 743 A826 GULMOHAR 0.18 744 A827 SAGON 0.30 745 A828 SIRSA 0.18 746 A829 SIRSA 0.40 747 A830 SIRSA 0.20 748 A831 SIRSA 0.24 749 A832 KIKAD 0.20 750 A833 SAGON 0.30 751 A834 KIKAD 0.21 752 A835 JUNGLE JALEBI 0.40 753 A836 SIRSA 0.23 754 A837 SIRSA 0.22 755 A838 KIKAD 0.20 756 A839 SIRSA 0.32 757 A840 SIRSA 0.23 758 A841 SIRSA 0.29 759 A842 KIKAD 0.41 760 A843 KIKAD 0.22 761 A844 KIKAD 0.20 762 A845 KIKAD 0.20 763 A846 KIKAD 0.23 764 A847 KIKAD 0.17 765 A848 KIKAD 0.33 766 A849 KIKAD 0.30 767 A850 KIKAD 0.36 768 A851 KIKAD 0.25 769 A852 KIKAD 0.23 770 A853 KIKAD 0.25 771 A854 KIKAD 0.19 772 A855 KIKAD 0.35 773 A856 KIKAD 0.16 774 A857 KIKAD 0.49 775 A858 KIKAD 0.50 776 A859 KIKAD 0.35

Annexure-XXII

LIST OF SPECIES 777 A860 KIKAD 0.24 778 A861 KIKAD 0.29 779 A862 KIKAD 0.30 780 A863 KIKAD 0.27 781 A864 KIKAD 0.23 782 A865 KIKAD 0.19 783 A866 KIKAD 0.23 784 A867 KIKAD 0.29 785 A868 KIKAD 0.23 786 A869 KIKAD 0.43 787 A870 SIRSA 0.24 788 A871 SIRSA 0.20 789 A872 KIKAD 0.34 790 A873 KIKAD 0.24 791 A874 KIKAD 0.45 792 A875 KIKAD 0.26 793 A876 SIRSA 0.32 794 A877 KIKAD 0.17 795 A878 KIKAD 0.17 796 A879 KIKAD 0.16 797 A880 KIKAD 0.27 798 A881 KIKAD 0.18 799 A882 KIKAD 0.22 800 A883 KIKAD 0.24 801 A884 SIRSA 0.21 802 A885 SIRSA 0.33 803 A886 SIRSA 0.22 804 A887 SIRSA 0.20 805 A888 SIRSA 0.22 806 A889 KIKAD 0.30 807 A890 KIKAD 0.35 808 A891 KIKAD 0.20 809 A892 KIKAD 0.20 810 A893 KIKAD 0.30 811 A894 GULMOHAR 0.33 812 A895 GULMOHAR 0.20 813 A896 GULMOHAR 0.30 814 A897 GULMOHAR 0.20 815 A898 GULMOHAR 0.17 816 A899 GULMOHAR 0.18 817 A900 GULMOHAR 0.30

Annexure-XXII

LIST OF SPECIES 818 A901 GULMOHAR 0.20 819 A902 GULMOHAR 0.20 820 A903 GULMOHAR 0.21 821 A904 GULMOHAR 0.35 822 A905 GULMOHAR 0.18 823 A906 KIKAD 0.33 824 A907 GULMOHAR 0.18 825 A908 GULMOHAR 0.31 826 A909 GULMOHAR 0.33 827 A910 GULMOHAR 0.29 828 A911 KIKAD 0.25 829 A912 KIKAD 0.25 830 A913 GULMOHAR 0.34 831 A914 GULMOHAR 0.20 832 A915 GULMOHAR 0.19 833 A916 GULMOHAR 0.26 834 A917 GULMOHAR 0.26 835 A918 GULMOHAR 0.20 836 A919 GULMOHAR 0.30 837 A920 GULMOHAR 0.26 838 A921 GULMOHAR 0.17 839 A922 GULMOHAR 0.19 840 A923 GULMOHAR 0.20 841 A924 KIKAD 0.19 842 A925 SIRSA 0.21 843 A926 KIKAD 0.21 844 A927 KIKAD 0.35 845 A928 GULMOHAR 0.19 846 A929 GULMOHAR 0.18 847 A930 GULMOHAR 0.16 848 A931 GULMOHAR 0.18 849 A932 GULMOHAR 0.17 850 A933 PAPADI 0.16 851 A934 GULMOHAR 0.17 852 A935 GULMOHAR 0.20 853 A936 GULMOHAR 0.23 854 A937 GULMOHAR 0.18 855 A938 KIKAD 0.41 856 A939 SIRSA 0.21 857 A940 SIRSA 0.18 858 A941 PAPADI 0.18

Annexure-XXII

LIST OF SPECIES 859 A942 PAPADI 0.18 860 A943 PAPADI 0.22 861 A944 PAPADI 0.19 862 A945 PAPADI 0.18 863 A946 PAPADI 0.22 864 A947 KIKAD 0.25 865 A948 SIRSA 0.17 866 A949 KIKAD 0.19 867 A950 PAPADI 0.18 868 A951 GULMOHAR 0.21 869 A952 GULMOHAR 0.24 870 A953 GULMOHAR 0.17 871 A954 GULMOHAR 0.19 872 A955 GULMOHAR 0.17 873 A956 GULMOHAR 0.20 874 A961 GULMOHAR 0.23 875 A963 GULMOHAR 0.35 876 A964 PAPADI 0.17 877 A965 PAPADI 0.17 878 A966 PAPADI 0.21 879 A967 PAPADI 0.25 880 A968 PAPADI 0.22 881 A969 PAPADI 0.18 882 A970 KIKAD 0.23 883 A971 KIKAD 0.23 884 A972 KIKAD 0.21 885 A973 KIKAD 0.28 886 A974 KIKAD 0.24 887 A975 KIKAD 0.25 888 A976 KIKAD 0.21 889 A977 KIKAD 0.24 890 A978 KIKAD 0.16 891 A979 KIKAD 0.39 892 A980 KIKAD 0.20 893 A981 KIKAD 0.16 894 A982 KIKAD 0.16 895 A983 KIKAD 0.22 896 A984 KIKAD 0.31 897 A985 KIKAD 0.16 898 A986 KIKAD 0.20 899 A987 KIKAD 0.20

Annexure-XXII

LIST OF SPECIES 900 A988 PAPADI 0.20 901 A989 KIKAD 0.32 902 A990 KIKAD 0.22 903 A991 KIKAD 0.21 904 A992 KIKAD 0.15 905 A993 PAPADI 0.19 906 A994 PAPADI 0.38 907 A995 PAPADI 0.24 908 A996 PAPADI 0.20 909 A997 PAPADI 0.23 910 A998 PAPADI 0.19 911 A999 PAPADI 0.30 912 A1001 PAPADI 0.27 913 A1002 PAPADI 0.19 914 A1003 PAPADI 0.30 915 A1004 PAPADI 0.20 916 A1005 PAPADI 0.23 917 A1028 KIKAD 0.18 918 A1031 KIKAD 0.20 919 A1032 KIKAD 0.27 920 A1034 KIKAD 0.18 921 A1035 KIKAD 0.23 922 A1040 KIKAD 0.46 923 A1041 KIKAD 0.24 924 A1042 KIKAD 0.21 925 A1043 KIKAD 0.18 926 A1044 KIKAD 0.20 927 A1045 KIKAD 0.19 928 A1046 KIKAD 0.18 929 A1051 KIKAD 0.33 930 A1052 KIKAD 0.19 931 A1053 KIKAD 0.33 932 A1054 KIKAD 0.23 933 A1068 KIKAD 0.22 934 A1069 KIKAD 0.41 935 A1073 KIKAD 0.19 936 A1076 KIKAD 0.28 937 A1081 KIKAD 0.20 938 A1083 KIKAD 0.17 939 A1084 KIKAD 0.20 940 A1085 KIKAD 0.18

Annexure-XXII

LIST OF SPECIES 941 A1086 KIKAD 0.25 942 A1087 KIKAD 0.30 943 A1088 KIKAD 0.19 944 A1089 KIKAD 0.18 945 A1090 KIKAD 0.26 946 A1091 KIKAD 0.23 947 A1092 KIKAD 0.21 948 A1093 KIKAD 0.30 949 A1094 KIKAD 0.39 950 A1095 KIKAD 0.25 951 A1096 KIKAD 0.26 952 A1097 KIKAD 0.27 953 A1098 KIKAD 0.27 954 A1099 KIKAD 0.27 955 A1100 KIKAD 0.24 956 A1101 KIKAD 0.19 957 A1102 KIKAD 0.30 958 A1103 KIKAD 0.17 959 A1104 KIKAD 0.19 960 A1105 KIKAD 0.21 961 A1106 KIKAD 0.33 962 A1107 KIKAD 0.21 963 A1108 KIKAD 0.22 964 A1109 KIKAD 0.17 965 A1110 KIKAD 0.21 966 A1111 KIKAD 0.18 967 A1112 KIKAD 0.18 968 A1113 KIKAD 0.24 969 A1114 KIKAD 0.19 970 A1115 KIKAD 0.16 971 A1116 KIKAD 0.17 972 A1117 KIKAD 0.20 973 A1118 KIKAD 0.21 974 A1119 KIKAD 0.15 975 A1120 KIKAD 0.15 976 A1121 KIKAD 0.18 977 A1122 PAPADI 0.16 978 A1123 PAPADI 0.20 979 A1124 KIKAD 0.18 980 A1125 KIKAD 0.18 981 A1126 PAPADI 0.25

Annexure-XXII

LIST OF SPECIES 982 A1127 PAPADI 0.20 983 A1128 SIRSA 0.20 984 A1129 SIRSA 0.20 985 A1130 KIKAD 0.18 986 A1131 SIRSA 0.20 987 A1132 SIRSA 0.18 988 A1133 KIKAD 0.18 989 A1134 SIRSA 0.20 990 A1135 SIRSA 0.30 991 A1136 SIRSA 0.17 992 A1137 SIRSA 0.22 993 A1138 SIRSA 0.15 994 A1139 KIKAD 0.16 995 A1140 KIKAD 0.17 996 A1141 GULMOHAR 0.18 997 A1142 GULMOHAR 0.16 998 A1143 GULMOHAR 0.16 999 A1144 GULMOHAR 0.17 1000 A1145 GULMOHAR 0.28 1001 A1146 GULMOHAR 0.16 1002 A1147 GULMOHAR 0.20 1003 A1148 MAHANEEM 0.38 1004 A1149 KIKAD 0.32 1005 A1150 KIKAD 0.20 1006 A1151 KIKAD 0.20 1007 A1152 KIKAD 0.22 1008 A1153 KIKAD 0.30 1009 A1154 KIKAD 0.25 1010 A1155 KIKAD 0.18 1011 A1156 KIKAD 0.15 1012 A1157 KIKAD 0.16 1013 A1158 KIKAD 0.20 1014 A1159 KIKAD 0.30 1015 A1160 KIKAD 0.18 1016 A1161 KIKAD 0.15 1017 A1162 KIKAD 0.15 1018 A1163 KIKAD 0.35 1019 A1164 KIKAD 0.20 1020 A1165 KIKAD 0.17 1021 A1166 KIKAD 0.20 1022 A1167 KIKAD 0.20

Annexure-XXII

LIST OF SPECIES 1023 A1168 KIKAD 0.16 1024 A1169 KIKAD 0.15 1025 A1170 KIKAD 0.20 1026 A1171 KIKAD 0.15 1027 A1172 KIKAD 0.18 1028 A1173 KIKAD 0.22 1029 A1174 KIKAD 0.22 1030 A1175 KIKAD 0.16 1031 A1176 KIKAD 0.32 1032 A1177 KIKAD 0.21 1033 A1178 KIKAD 0.30 1034 A1179 KIKAD 0.26 1035 A1180 KIKAD 0.17 1036 A1181 KIKAD 0.19 1037 A1182 KIKAD 0.18 1038 A1183 KIKAD 0.20 1039 A1184 KIKAD 0.45 1040 A1185 KIKAD 0.16 1041 A1186 KIKAD 0.30 1042 A1187 KIKAD 0.46 1043 A1188 KIKAD 0.25 1044 A1189 KIKAD 0.40 1045 A1190 JUNGLE JALEBI 0.42 1046 A1191 KIKAD 0.20 1047 A1192 KIKAD 0.39 1048 A1193 KIKAD 0.67 1049 A1194 KIKAD 0.74 1050 A1195 KIKAD 0.53 1051 A1196 GULMOHAR 0.30 1052 A1197 GULMOHAR 0.23 1053 A1198 GULMOHAR 0.27 1054 A1199 GULMOHAR 0.32 1055 A1200 GULMOHAR 0.20 1056 A1201 GULMOHAR 0.18 1057 A1202 GULMOHAR 0.21 1058 A1203 GULMOHAR 0.18 1059 A1204 GULMOHAR 0.31 1060 A1205 GULMOHAR 0.19 1061 A1206 GULMOHAR 0.20 1062 A1207 GULMOHAR 0.17 1063 A1208 GULMOHAR 0.22

Annexure-XXII

LIST OF SPECIES 1064 A1209 GULMOHAR 0.20 1065 A1210 GULMOHAR 0.17 1066 A1211 GULMOHAR 0.21 1067 A1212 GULMOHAR 0.20 1068 A1213 GULMOHAR 0.18 1069 A1214 GULMOHAR 0.18 1070 A1215 GULMOHAR 0.17 1071 A1216 GULMOHAR 0.20 1072 A1217 GULMOHAR 0.20 1073 A1218 GULMOHAR 0.21 1074 A1219 GULMOHAR 0.15 1075 A1220 GULMOHAR 0.24 1076 A1221 GULMOHAR 0.15 1077 A1222 GULMOHAR 0.31 1078 A1223 GULMOHAR 0.25 1079 A1224 GULMOHAR 0.24 1080 A1225 GULMOHAR 0.18 1081 A1226 GULMOHAR 0.32 1082 A1227 GULMOHAR 0.20 1083 A1228 GULMOHAR 0.27 1084 A1229 GULMOHAR 0.21 1085 A1230 GULMOHAR 0.22 1086 A1231 GULMOHAR 0.24 1087 A1232 GULMOHAR 0.21 1088 A1233 GULMOHAR 0.17 1089 A1234 GULMOHAR 0.32 1090 A1235 GULMOHAR 0.19 1091 A1236 KIKAD 0.23 1092 A1237 KIKAD 0.15 1093 A1238 KIKAD 0.24 1094 A1239 KIKAD 0.20 1095 A1240 KIKAD 0.21 1096 A1241 SIRSA 0.15 1097 A1242 SIRSA 0.23 1098 A1243 KIKAD 0.21 1099 A1244 GULMOHAR 0.23 1100 A1251 KIKAD 0.20 1101 A1252 KIKAD 0.16 1102 A1253 KIKAD 0.20 1103 A1254 GULMOHAR 0.20 1104 A1255 GULMOHAR 0.20

Annexure-XXII

LIST OF SPECIES 1105 A1256 GULMOHAR 0.39 1106 A1257 GULMOHAR 0.30 1107 A1258 GULMOHAR 0.33 1108 A1259 GULMOHAR 0.28 1109 A1260 GULMOHAR 0.20 1110 A1261 GULMOHAR 0.42 1111 A1262 GULMOHAR 0.40 1112 A1263 GULMOHAR 0.45 1113 A1264 GULMOHAR 0.22 1114 A1265 GULMOHAR 0.20 1115 A1266 KIKAD 0.23 1116 A1267 GULMOHAR 0.20 1117 A1268 GULMOHAR 0.18 1118 A1269 GULMOHAR 0.24 1119 A1270 GULMOHAR 0.20 1120 A1271 GULMOHAR 0.20 1121 A1272 KIKAD 0.33 1122 A1273 SIRSA 0.34 1123 A1274 SIRSA 0.18 1124 A1275 SIRSA 0.18 1125 A1276 KIKAD 0.20 1126 A1277 SIRSA 0.16 1127 A1278 KIKAD 0.42 1128 A1279 GULMOHAR 0.19 1129 A1280 GULMOHAR 0.18 1130 A1281 GULMOHAR 0.16 1131 A1282 GULMOHAR 0.24 1132 A1283 GULMOHAR 0.20 1133 A1284 GULMOHAR 0.15 1134 A1285 GULMOHAR 0.15 1135 A1286 GULMOHAR 0.23 1136 A1287 GULMOHAR 0.15 1137 A1288 GULMOHAR 0.30 1138 A1289 GULMOHAR 0.23 1139 A1290 GULMOHAR 0.18 1140 A1291 KIKAD 0.22 1141 A1292 KIKAD 0.20 1142 A1293 SIRSA 0.23 1143 A1294 KIKAD 0.40 1144 A1295 GULMOHAR 0.20 1145 A1296 GULMOHAR 0.22

Annexure-XXII

LIST OF SPECIES 1146 A1297 GULMOHAR 0.27 1147 A1298 GULMOHAR 0.16 1148 A1299 GULMOHAR 0.15 1149 A1300 KIKAD 0.48 1150 A1301 KIKAD 0.30 1151 A1302 GULMOHAR 0.26 1152 A1303 GULMOHAR 0.17 1153 A1304 GULMOHAR 0.21 1154 A1305 GULMOHAR 0.23 1155 A1306 GULMOHAR 0.23 1156 A1307 KIKAD 0.31 1157 A1308 GULMOHAR 0.20 1158 A1309 GULMOHAR 0.16 1159 A1310 GULMOHAR 0.34 1160 A1311 GULMOHAR 0.18 1161 A1312 GULMOHAR 0.18 1162 A1313 GULMOHAR 0.21 1163 A1314 GULMOHAR 0.30 1164 A1315 GULMOHAR 0.20 1165 A1316 GULMOHAR 0.18 1166 A1317 GULMOHAR 0.16 1167 A1318 GULMOHAR 0.25 1168 A1319 KIKAD 0.30 1169 A1320 SIRSA 0.23 1170 A1321 KIKAD 0.26 1171 A1322 KIKAD 0.24 1172 A1323 KIKAD 0.23 1173 A1324 KIKAD 0.20 1174 A1325 KIKAD 0.18 1175 A1326 KIKAD 0.30 1176 A1327 JUNGLE JALEBI 0.32 1177 A1328 JUNGLE JALEBI 0.28 1178 A1329 GULMOHAR 0.20 1179 A1330 GULMOHAR 0.22 1180 A1331 GULMOHAR 0.36 1181 A1332 GULMOHAR 0.30 1182 A1333 GULMOHAR 0.15 1183 A1334 GULMOHAR 0.21 1184 A1335 GULMOHAR 0.20 1185 A1336 GULMOHAR 0.21 1186 A1337 GULMOHAR 0.23

Annexure-XXII

LIST OF SPECIES 1187 A1338 GULMOHAR 0.20 1188 A1339 GULMOHAR 0.30 1189 A1340 GULMOHAR 0.19 1190 A1341 KIKAD 0.25 1191 A1342 KIKAD 0.19 1192 A1343 KIKAD 0.29 1193 A1344 KIKAD 0.29 1194 A1345 KIKAD 0.30 1195 A1346 KIKAD 0.19 1196 A1347 KIKAD 0.21 1197 A1348 KIKAD 0.22 1198 A1349 KIKAD 0.18 1199 A1350 SIRSA 0.20 1200 A1351 SIRSA 0.22 1201 A1352 KIKAD 0.19 1202 A1353 SIRSA 0.28 1203 A1354 KIKAD 0.30 1204 A1355 GULMOHAR 0.15 1205 A1356 GULMOHAR 0.32 1206 A1357 GULMOHAR 0.27 1207 A1358 GULMOHAR 0.25 1208 A1359 GULMOHAR 0.22 1209 A1360 GULMOHAR 0.26 1210 A1361 GULMOHAR 0.28 1211 A1362 KIKAD 0.20 1212 A1363 KIKAD 0.26 1213 A1364 KIKAD 0.22 1214 A1365 KIKAD 0.20 1215 A1366 KIKAD 0.28 1216 A1367 KIKAD 0.15 1217 A1368 KIKAD 0.16 1218 A1369 KIKAD 0.15 1219 A1370 KIKAD 0.25 1220 A1371 GULMOHAR 0.34 1221 A1372 GULMOHAR 0.16 1222 A1373 KIKAD 0.43 1223 A1374 GULMOHAR 0.31 1224 A1375 GULMOHAR 0.26 1225 A1376 KIKAD 0.16 1226 A1377 GULMOHAR 0.22 1227 A1378 GULMOHAR 0.23

Annexure-XXII

LIST OF SPECIES 1228 A1379 KIKAD 0.27 1229 A1380 KIKAD 0.29 1230 A1381 KIKAD 0.31 1231 A1382 KIKAD 0.20 1232 A1383 KIKAD 0.21 1233 A1384 KIKAD 0.28 1234 A1385 GULMOHAR 0.51 1235 A1386 KIKAD 0.34 1236 A1387 GULMOHAR 0.32 1237 A1388 GULMOHAR 0.17 1238 A1389 GULMOHAR 0.16 1239 A1390 GULMOHAR 0.28 1240 A1391 KIKAD 0.24 1241 A1392 KIKAD 0.38 1242 A1393 GULMOHAR 0.23 1243 A1394 GULMOHAR 0.21 1244 A1395 GULMOHAR 0.25 1245 A1396 GULMOHAR 0.26 1246 A1397 GULMOHAR 0.21 1247 A1398 KIKAD 0.21 1248 A1399 KIKAD 0.35 1249 A1400 SIRSA 0.32 1250 A1401 SIRSA 0.22 1251 A1402 KIKAD 0.22 1252 A1403 SIRSA 0.24 1253 A1404 KIKAD 0.32 1254 A1405 KIKAD 0.23 1255 A1406 KIKAD 0.17 1256 A1407 KIKAD 0.25 1257 A1408 KIKAD 0.32 1258 A1409 KIKAD 0.24 1259 A1410 KIKAD 0.34 1260 A1411 KIKAD 0.26 1261 A1412 GULMOHAR 0.29 1262 A1427 KIKAD 0.32 1263 A1429 KIKAD 0.29 1264 A1430 KIKAD 0.17 1265 A1431 KIKAD 0.15 1266 A1432 KIKAD 0.28 1267 A1433 KIKAD 0.21 1268 A1434 KIKAD 0.20

Annexure-XXII

LIST OF SPECIES 1269 A1435 KIKAD 0.21 1270 A1436 KIKAD 0.22 1271 A1437 KIKAD 0.28 1272 A1438 KIKAD 0.43 1273 A1439 SIRSA 0.24 1274 A1440 KIKAD 0.20 1275 A1441 SIRSA 0.22 1276 A1442 KIKAD 0.20 1277 A1443 KIKAD 0.20 1278 A1444 KIKAD 0.18 1279 A1445 KIKAD 0.30 1280 A1446 KIKAD 0.20 1281 A1447 KIKAD 0.30 1282 A1448 KIKAD 0.40 1283 A1449 KIKAD 0.20 1284 A1450 KIKAD 0.74 1285 A1451 KIKAD 0.26 1286 A1452 KIKAD 0.37 1287 A1453 SIRSA 0.28 1288 A1454 SIRSA 0.25 1289 A1455 KIKAD 0.50 1290 A1456 SIRSA 0.25 1291 A1457 SIRSA 0.26 1292 A1458 KIKAD 0.26 1293 A1459 KIKAD 0.63 1294 A1460 KIKAD 0.30 1295 A1461 KIKAD 0.26 1296 A1462 KIKAD 0.20 1297 A1463 KIKAD 0.35 1298 A1464 KIKAD 0.20 1299 A1465 KIKAD 0.53 1300 A1466 KIKAD 0.40 1301 A1467 KIKAD 0.31 1302 A1468 KIKAD 0.23 1303 A1469 KIKAD 0.24 1304 A1470 GULMOHAR 0.45 1305 A1471 GULMOHAR 0.30 1306 A1472 GULMOHAR 0.20 1307 A1473 GULMOHAR 0.21 1308 A1474 KIKAD 0.23 1309 A1475 GULMOHAR 0.24

Annexure-XXII

LIST OF SPECIES 1310 A1476 KIKAD 0.23 1311 A1477 KIKAD 0.28 1312 A1478 KIKAD 0.24 1313 A1479 KIKAD 0.18 1314 A1480 KIKAD 0.50 1315 A1481 KIKAD 0.50 1316 A1482 GULMOHAR 0.25 1317 A1483 KIKAD 0.18 1318 A1484 KIKAD 0.20 1319 A1485 KIKAD 0.26 1320 A1486 KIKAD 0.22 1321 A1487 KIKAD 0.40 1322 A1488 KIKAD 0.30 1323 A1489 KIKAD 0.40 1324 A1490 KIKAD 0.46 1325 A1491 KIKAD 0.29 1326 A1492 GULMOHAR 0.17 1327 A1493 KIKAD 0.22 1328 A1494 KIKAD 0.28 1329 A1495 KIKAD 0.27 1330 A1496 GULMOHAR 0.21 1331 A1501 KIKAD 0.40 1332 A1502 KIKAD 0.24 1333 A1503 KIKAD 0.30 1334 A1504 KIKAD 0.26 1335 A1505 KIKAD 0.55 1336 A1506 KIKAD 0.43 1337 A1507 KIKAD 0.30 1338 A1508 KIKAD 0.24 1339 A1509 KIKAD 0.27 1340 A1510 KIKAD 0.17 1341 A1511 KIKAD 0.40 1342 A1512 KIKAD 0.40 1343 A1513 KIKAD 0.32 1344 A1514 KIKAD 0.17 1345 A1515 KIKAD 0.18 1346 A1516 KIKAD 0.33 1347 A1517 KIKAD 0.23 1348 A1518 KIKAD 0.18 1349 A1519 KIKAD 0.20 1350 A1520 KIKAD 0.41

Annexure-XXII

LIST OF SPECIES 1351 A1521 KIKAD 0.20 1352 A1522 KIKAD 0.19 1353 A1527 KIKAD 0.20 1354 A1532 KIKAD 0.22 1355 A1533 GULMOHAR 0.16 1356 A1534 GULMOHAR 0.18 1357 A1535 GULMOHAR 0.25 1358 A1536 GULMOHAR 0.27 1359 A1537 GULMOHAR 0.20 1360 A1538 GULMOHAR 0.18 1361 A1539 KIKAD 0.30 1362 A1540 GULMOHAR 0.21 1363 A1541 GULMOHAR 0.30 1364 A1542 GULMOHAR 0.25 1365 A1543 KIKAD 0.25 1366 A1544 GULMOHAR 0.22 1367 A1545 GULMOHAR 0.39 1368 A1546 GULMOHAR 0.22 1369 A1547 KIKAD 0.20 1370 A1548 GULMOHAR 0.29 1371 A1549 GULMOHAR 0.21 1372 A1550 GULMOHAR 0.24 1373 A1551 GULMOHAR 0.28 1374 A1552 GULMOHAR 0.28 1375 A1553 GULMOHAR 0.17 1376 A1554 GULMOHAR 0.22 1377 A1555 GULMOHAR 0.18 1378 A1556 GULMOHAR 0.20 1379 A1557 GULMOHAR 0.30 1380 A1562 GULMOHAR 0.23 1381 A1569 GULMOHAR 0.20 1382 A1570 GULMOHAR 0.35 1383 A1571 GULMOHAR 0.23 1384 A1572 KIKAD 0.26 1385 A1573 GULMOHAR 0.30 1386 A1574 GULMOHAR 0.21 1387 A1575 GULMOHAR 0.23 1388 A1576 GULMOHAR 0.23 1389 A1577 GULMOHAR 0.30 1390 A1578 GULMOHAR 0.20 1391 A1579 GULMOHAR 0.24

Annexure-XXII

LIST OF SPECIES 1392 A1580 GULMOHAR 0.28 1393 A1581 GULMOHAR 0.22 1394 A1582 GULMOHAR 0.24 1395 A1583 GULMOHAR 0.32 1396 A1584 GULMOHAR 0.21 1397 A1585 GULMOHAR 0.27 1398 A1586 KIKAD 0.37 1399 A1587 GULMOHAR 0.34 1400 A1588 GULMOHAR 0.23 1401 A1589 GULMOHAR 0.25 1402 A1590 GULMOHAR 0.25 1403 A1591 GULMOHAR 0.20 1404 A1592 GULMOHAR 0.18 1405 A1593 GULMOHAR 0.50 1406 A1595 GULMOHAR 0.30 1407 A1596 GULMOHAR 0.24 1408 A1597 GULMOHAR 0.20 1409 A1598 GULMOHAR 0.23 1410 A1599 GULMOHAR 0.30 1411 A1600 GULMOHAR 0.28 1412 A1601 GULMOHAR 0.28 1413 A1602 JUNGLE JALEBI 0.46 1414 A1603 PAPADI 0.20 1415 A1604 GULMOHAR 0.24 1416 A1605 KIKAD 0.23 1417 A1606 KIKAD 0.30 1418 A1607 KIKAD 0.29 1419 A1608 KIKAD 0.48 1420 A1609 PIPAL 0.50 1421 A1610 PIPAL 0.50 1422 A1611 GULMOHAR 0.17 1423 A1612 GULMOHAR 0.22 1424 A1613 KIKAD 0.32 1425 A1614 GULMOHAR 0.22 1426 A1615 GULMOHAR 0.30 1427 A1616 GULMOHAR 0.24 1428 A1617 GULMOHAR 0.20 1429 A1618 GULMOHAR 0.24 1430 A1619 GULMOHAR 0.22 1431 A1620 GULMOHAR 0.28 1432 A1621 GULMOHAR 0.19

Annexure-XXII

LIST OF SPECIES 1433 A1622 GULMOHAR 0.18 1434 A1623 GULMOHAR 0.29 1435 A1624 GULMOHAR 0.27 1436 A1625 GULMOHAR 0.17 1437 A1640 KIKAD 0.75 1438 A1641 KIKAD 0.22 1439 A1643 PIPAL 0.28 1440 A1648 KIKAD 0.26 1441 A1653 GULMOHAR 0.40 1442 A1654 KIKAD 0.50 1443 A1655 KIKAD 0.23 1444 A1656 KIKAD 0.33 1445 A1658 KIKAD 0.38 1446 A1659 KIKAD 0.44 1447 A1660 KIKAD 0.34 1448 A1661 KIKAD 0.15 1449 A1662 KIKAD 0.28 1450 A1663 KIKAD 0.50 1451 A1664 KIKAD 0.26 1452 A1665 KIKAD 0.20 1453 A1666 KIKAD 0.26 1454 A1667 JUNGLE JALEBI 0.15 1455 A1668 KIKAD 0.24 1456 A1669 KIKAD 0.40 1457 A1670 KIKAD 0.44 1458 A1671 KIKAD 0.29 1459 A1672 KIKAD 0.40 1460 A1678 GULMOHAR 0.20 1461 A1679 GULMOHAR 0.20 1462 A1680 AMALTAS 0.43 1463 A1682 SEESAM 0.20 1464 A1683 SEESAM 0.37 1465 A1684 KIKAD 0.37 1466 A1701 GULMOHAR 0.50 1467 A1703 GULMOHAR 0.25 1468 A1704 GULMOHAR 0.50 1469 A1705 GULMOHAR 0.20 1470 A1706 GULMOHAR 0.44 1471 A1707 GULMOHAR 0.51 1472 A1708 KIKAD 0.90 1473 A1709 KIKAD 0.43

Annexure-XXII

LIST OF SPECIES 1474 A1710 KIKAD 0.63 1475 A1711 KIKAD 0.55 1476 A1712 KIKAD 0.36 1477 A1713 GULMOHAR 0.21 1478 A1714 KIKAD 1.13 1479 A1715 GULMOHAR 0.41 1480 A1716 GULMOHAR 0.39 1481 A1717 GULMOHAR 0.60 1482 A1718 KIKAD 0.30 1483 A1719 KIKAD 0.22 1484 A1720 KIKAD 0.22 1485 A1721 KIKAD 0.30 1486 A1722 KIKAD 0.22 1487 A1723 KIKAD 0.40 1488 A1724 KIKAD 0.31 1489 A1725 KIKAD 0.50 1490 A1726 KIKAD 0.28 1491 A1727 KIKAD 0.36 1492 A1728 KIKAD 0.28 1493 A1729 KIKAD 0.31 1494 A1730 KATILI BEL 0.44 1495 A1731 KATILI BEL 0.46 1496 A1732 KATILI BEL 0.40 1497 A1733 KIKAD 0.46 1498 A1734 KIKAD 0.37 1499 A1735 KIKAD 0.33 1500 A1736 KIKAD 0.50 1501 A1737 KIKAD 0.44 1502 A1738 PILKHAN 0.37 1503 A1739 PIPAL 0.24 1504 A1740 SATOOT 0.40 1505 A1741 SATOOT 0.27 1506 A1742 KIKAD 0.50 1507 A1743 KIKAD 0.93 1508 A1744 PIPAL 0.55 1509 A1745 ALESTONIA 0.30 1510 A1746 ALESTONIA 0.24 1511 A1747 ALESTONIA 0.58 1512 A1748 ALESTONIA 0.66 1513 A1749 PIPAL 0.31 1514 A1750 PIPAL 0.34

Annexure-XXII

LIST OF SPECIES 1515 A1751 PIPAL 0.45 1516 A1752 PILKHAN 0.38 1517 A1753 ALESTONIA 0.40 1518 A1754 ALESTONIA 0.40 1519 A1755 ALESTONIA 0.29 1520 A1756 PIPAL 0.32 1521 A1757 KIKAD 0.25 1522 A1758 PIPAL 0.30 1523 A1759 KIKAD 0.30 1524 A1760 PIPAL 0.28 1525 A1761 PIPAL 0.52 1526 A1762 KIKAD 0.20 1527 A1763 KIKAD 0.76 1528 A1764 KIKAD 0.33 1529 A1765 KIKAD 0.36 1530 A1766 KIKAD 0.25 1531 A1767 KIKAD 0.34 1532 A1768 KIKAD 0.25 1533 A1769 KIKAD 0.25 1534 A1770 GULMOHAR 0.30 1535 A1771 GULMOHAR 0.16 1536 A1772 GULMOHAR 0.20 1537 A1773 GULMOHAR 0.18 1538 A1774 GULMOHAR 0.18 1539 A1775 GULMOHAR 0.16 1540 A1776 GULMOHAR 0.22 1541 A1777 GULMOHAR 0.19 1542 A1778 GULMOHAR 0.20 1543 A1779 GULMOHAR 0.26 1544 A1780 GULMOHAR 0.20 1545 A1781 GULMOHAR 0.20 1546 A1782 GULMOHAR 0.20 1547 A1783 GULMOHAR 0.18 1548 A1784 GULMOHAR 0.17 1549 A1785 GULMOHAR 0.38 1550 A1787 KIKAD 0.25 1551 A1788 KIKAD 0.17 1552 A1790 KIKAD 0.20 1553 A1791 KIKAD 0.23 1554 A1792 KIKAD 0.31 1555 A1793 KIKAD 0.40

Annexure-XXII

LIST OF SPECIES 1556 A1794 KIKAD 0.26 1557 A1795 KIKAD 0.20 1558 A1796 KIKAD 0.21 1559 A1797 KIKAD 0.90 1560 A1798 KIKAD 0.22 1561 A1799 KIKAD 0.20 1562 A1800 GULMOHAR 0.18 1563 A1801 GULMOHAR 0.19 1564 A1802 GULMOHAR 0.24 1565 A1803 GULMOHAR 0.30 1566 A1804 GULMOHAR 0.45 1567 A1805 GULMOHAR 0.16 1568 A1806 GULMOHAR 0.18 1569 A1807 GULMOHAR 0.38 1570 A1808 GULMOHAR 0.18 1571 A1809 GULMOHAR 0.19 1572 A1810 GULMOHAR 0.20 1573 A1811 GULMOHAR 0.19 1574 A1812 GULMOHAR 0.28 1575 A1813 GULMOHAR 0.20 1576 A1814 GULMOHAR 0.18 1577 A1815 GULMOHAR 0.19 1578 A1816 GULMOHAR 0.21 1579 A1817 GULMOHAR 0.20 1580 A1818 GULMOHAR 0.22 1581 A1819 GULMOHAR 0.20 1582 A1820 GULMOHAR 0.17 1583 A1821 KIKAD 0.47 1584 A1822 KIKAD 0.19 1585 A1823 KIKAD 0.18 1586 A1824 KIKAD 0.47 1587 A1825 KIKAD 0.21 1588 A1826 GULMOHAR 0.30 1589 A1827 GULMOHAR 0.24 1590 A1828 GULMOHAR 0.30 1591 A1829 GULMOHAR 0.38 1592 A1830 GULMOHAR 0.20 1593 A1831 GULMOHAR 0.29 1594 A1832 GULMOHAR 0.33 1595 A1833 GULMOHAR 0.24 1596 A1834 GULMOHAR 0.30

Annexure-XXII

LIST OF SPECIES 1597 A1835 GULMOHAR 0.28 1598 A1836 GULMOHAR 0.20 1599 A1837 GULMOHAR 0.21 1600 A1838 GULMOHAR 0.25 1601 A1839 GULMOHAR 0.19 1602 A1840 GULMOHAR 0.18 1603 A1841 GULMOHAR 0.20 1604 A1842 SATOOT 0.43 1605 A1843 GULMOHAR 0.40 1606 A1844 GULMOHAR 0.23 1607 A1845 GULMOHAR 0.30 1608 A1846 GULMOHAR 0.21 1609 A1847 GULMOHAR 0.24 1610 A1848 GULMOHAR 0.19 1611 A1849 GULMOHAR 0.22 1612 A1850 GULMOHAR 0.19 1613 A1851 GULMOHAR 0.18 1614 A1852 KIKAD 0.30 1615 A1853 KIKAD 0.20 1616 A1854 GULMOHAR 0.42 1617 A1855 KIKAD 0.33 1618 A1856 KIKAD 0.19 1619 A1857 GULMOHAR 0.23 1620 A1858 GULMOHAR 0.24 1621 A1859 GULMOHAR 0.22 1622 A1860 GULMOHAR 0.23 1623 A1861 GULMOHAR 0.18 1624 A1862 GULMOHAR 0.19 1625 A1863 GULMOHAR 0.16 1626 A1864 GULMOHAR 0.20 1627 A1865 GULMOHAR 0.21 1628 A1866 GULMOHAR 0.19 1629 A1867 GULMOHAR 0.24 1630 A1869 GULMOHAR 0.40 1631 A1875 KIKAD 0.29 1632 A1876 KIKAD 0.29 1633 A1884 KIKAD 0.26 1634 A1885 KIKAD 0.28 1635 A1898 KIKAD 0.21 1636 A1905 KIKAD 0.34 1637 A1906 KIKAD 0.23

Annexure-XXII

LIST OF SPECIES 1638 A1907 KIKAD 0.33 1639 A1909 KIKAD 0.26 1640 A1910 KIKAD 0.24 1641 A1917 SAGOON 0.15 1642 A1918 BAIRY 0.24 1643 A1919 BAIRY 0.26 1644 A1920 BAIRY 0.24 1645 A1921 GULMOHAR 0.22 1646 A1922 GULMOHAR 0.21 1647 A1923 GULMOHAR 0.22 1648 A1924 GULMOHAR 0.24 1649 A1925 GULMOHAR 0.26 1650 A1926 GULMOHAR 0.20 1651 A1927 GULMOHAR 0.21 1652 A1928 GULMOHAR 0.20 1653 A1929 GULMOHAR 0.34 1654 A1930 GULMOHAR 0.22 1655 A1931 GULMOHAR 0.19 1656 A1932 GULMOHAR 0.27 1657 A1933 KIKAD 0.21 1658 A1934 GULMOHAR 0.47 1659 A1935 GULMOHAR 0.45 1660 A1936 KIKAD 0.29 1661 A1937 GULMOHAR 0.28 1662 A1938 GULMOHAR 0.69 1663 A1939 GULMOHAR 0.58 1664 A1940 GULMOHAR 0.75 1665 A1941 GULMOHAR 0.21 1666 A1942 GULMOHAR 0.66 1667 A1943 KIKAD 0.31 1668 A1944 GULMOHAR 0.28 1669 A1945 KIKAD 0.22 1670 A1946 KIKAD 0.48 1671 A1947 KIKAD 0.22 1672 A1948 KIKAD 0.25 1673 A1949 GULMOHAR 0.28 1674 A1950 GULMOHAR 0.32 1675 A1951 GULMOHAR 0.20 1676 A1952 GULMOHAR 0.26 1677 A1953 GULMOHAR 0.31 1678 A1954 KABABUL 0.31

Annexure-XXII

LIST OF SPECIES 1679 A1955 KABABUL 0.22 1680 A1956 KABABUL 0.40 1681 A1957 KACHNAR 0.20 1682 A1958 BAIRY 0.19 1683 A1959 KABABUL 0.30 1684 A1960 GULMOHAR 0.19 1685 A1961 GULMOHAR 0.18 1686 A1962 GULMOHAR 0.22 1687 A1963 GULMOHAR 0.46 1688 A1964 GULMOHAR 0.46 1689 A1965 LIPTIS 0.32 1690 A1966 LIPTIS 0.48 1691 A1967 LIPTIS 0.50 1692 A1968 GULMOHAR 0.22 1693 A1969 GULMOHAR 0.20 1694 A1970 GULMOHAR 0.23 1695 A1971 GULMOHAR 0.19 1696 A1972 GULMOHAR 0.19 1697 A1973 GULMOHAR 0.18 1698 A1974 GULMOHAR 0.58 1699 A1975 GULMOHAR 0.28 1700 A1976 PIPAL 0.32 1701 A1977 KIKAD 0.25 1702 A1978 KIKAD 0.35 1703 A1979 FAIKASH 0.34 1704 A1980 KIKAD 0.28 1705 A1981 KIKAD 0.31 1706 A1982 KIKAD 0.41 1707 A1989 KIKAD 0.22 1708 A1990 KIKAD 0.16 1709 A1991 KIKAD 0.23 1710 A1992 KIKAD 0.18 1711 A1993 KATILI BEL 0.23 1712 A1995 KATILI BEL 0.39 1713 A1996 KIKAD 0.20 1714 A1997 KIKAD 0.19 1715 A1998 KIKAD 0.22 1716 A2000 KIKAD 0.17 1717 A2008 KIKAD 0.22 1718 A2009 KIKAD 0.34 1719 A2010 KIKAD 0.39

Annexure-XXII

LIST OF SPECIES 1720 A2011 KIKAD 0.18 1721 A2012 KIKAD 0.26 1722 A2014 KIKAD 0.37 1723 A2015 KIKAD 0.43 1724 A2016 KIKAD 0.20 1725 A2017 KIKAD 0.46 1726 A2022 KIKAD 0.26 1727 A2024 KIKAD 0.31 1728 A2025 KIKAD 0.35 1729 A2027 KIKAD 0.25 1730 A2028 GULMOHAR 0.22 1731 A2029 GULMOHAR 0.30 1732 A2030 GULMOHAR 0.29 1733 A2031 GULMOHAR 0.29 1734 A2032 GULMOHAR 0.20 1735 A2033 GULMOHAR 0.42 1736 A2034 GULMOHAR 0.31 1737 A2035 GULMOHAR 0.22 1738 A2036 GULMOHAR 0.22 1739 A2037 GULMOHAR 0.20 1740 A2038 GULMOHAR 0.23 1741 A2039 GULMOHAR 0.28 1742 A2040 GULMOHAR 0.22 1743 A2041 GULMOHAR 0.28 1744 A2042 GULMOHAR 0.25 1745 A2043 GULMOHAR 0.19 1746 A2044 GULMOHAR 0.28 1747 A2045 GULMOHAR 0.25 1748 A2046 GULMOHAR 0.24 1749 A2047 GULMOHAR 0.23 1750 A2048 GULMOHAR 0.17 1751 A2049 GULMOHAR 0.17 1752 A2050 PILKHAN 0.52 1753 A2051 PILKHAN 0.42 1754 A2052 PILKHAN 0.73 1755 A2053 PILKHAN 0.70 1756 A2054 KIKAD 0.33 1757 A2055 ALESTONIA 0.44 1758 A2056 PILKHAN 0.39 1759 A2057 PIPAL 0.42 1760 A2058 KIKAD 0.27

Annexure-XXII

LIST OF SPECIES 1761 A2059 KIKAD 0.49 1762 A2060 KIKAD 0.32 1763 A2061 KIKAD 0.32 1764 A2062 KIKAD 0.33 1765 A2063 KIKAD 0.31 1766 A2064 KIKAD 0.33 1767 A2065 KIKAD 0.42 1768 A2066 KIKAD 0.50 1769 A2067 KIKAD 0.29 1770 A2068 KIKAD 0.31 1771 A2069 KIKAD 0.47 1772 A2070 KIKAD 0.45 1773 A2071 KIKAD 0.44 1774 A2072 KIKAD 0.36 1775 A2073 KIKAD 0.34 1776 A2074 KIKAD 0.30 1777 A2075 KIKAD 0.31 1778 A2076 KIKAD 0.23 1779 A2077 KIKAD 0.32 1780 A2078 KIKAD 0.32 1781 A2079 KIKAD 0.36 1782 A2080 KIKAD 0.24 1783 A2081 KIKAD 0.20 1784 A2082 KIKAD 0.21 1785 A2083 KIKAD 0.26 1786 A2084 KIKAD 0.20 1787 A2085 KIKAD 0.22 1788 A2086 KIKAD 0.41 1789 A2087 KIKAD 0.31 1790 A2088 KIKAD 0.30 1791 A2089 KIKAD 0.54 1792 A2090 KIKAD 0.20 1793 A2091 KIKAD 0.18 1794 A2092 KIKAD 0.40 1795 A2093 KIKAD 0.34 1796 A2094 KIKAD 0.27 1797 A2095 SEESAM 0.30 1798 A2096 SEESAM 0.44 1799 A2097 SEESAM 0.19 1800 A2098 SEESAM 0.20 1801 A2099 SEESAM 0.26

Annexure-XXII

LIST OF SPECIES 1802 A2100 SEESAM 0.27 1803 A2101 KIKAD 0.29 1804 A2102 KIKAD 0.47 1805 A2103 AMALTASH 0.29 1806 A2104 AMALTASH 0.34 1807 A2105 KIKAD 0.50 1808 A2106 KIKAD 0.19 1809 A2107 KIKAD 0.42 1810 A2108 KIKAD 0.57 1811 A2109 KIKAD 0.36 1812 A2110 KIKAD 0.18 1813 A2111 KIKAD 0.27 1814 B-1 KATELI BEL 0.55 1815 B-2 KATELI BEL 0.6 1816 B-3 KABABUL 0.3 1817 B-4 KABABUL 0.35 1818 B-5 KABABUL 0.3 1819 B-6 KABABUL 0.35 1820 B-7 KABABUL 0.3 1821 B-8 KABABUL 0.3 1822 B-9 KANEL 0.6 1823 B-10 LABERA 0.6 1824 B-11 LABERA 0.45 1825 B-12 KALENDRA 0.45 1826 B-13 KABABUL 0.3 1827 B-14 KABABUL 0.6 1828 B-15 KABABUL 0.4 1829 B-16 KABABUL 0.2 1830 B-17 KABABUL 0.3 1831 B-18 KABABUL 0.18 1832 B-19 KABABUL 0.15 1833 B-20 KABABUL 0.25 1834 B-21 KABABUL 0.18 1835 B-22 KABABUL 0.2 1836 B-23 KABABUL 0.2 1837 B-24 KABABUL 0.3 1838 B-25 SIRSA 0.6 1839 B-26 KABABUL 0.32 1840 B-27 KABABUL 0.2 1841 B-28 BERY 0.5 1842 B-29 KABABUL 0.45

Annexure-XXII

LIST OF SPECIES 1843 B-30 BERY 0.3 1844 B-31 KABABUL 0.45 1845 B-32 KABABUL 0.2 1846 B-33 KABABUL 0.2 1847 B-34 KABABUL 0.15 1848 B-35 KABABUL 0.18 1849 B-36 KEEKAR 0.16 1850 B-37 KEEKAR 0.25 1851 B-38 KATELI BEL 1.5 1852 B-39 KEEKAR 1.1 1853 B-40 KATELI BEL 0.35 1854 B-41 KATELI BEL 0.4 1855 B-42 KATELI BEL 0.4 1856 B-43 KATELI BEL 0.35 1857 B-44 KATELI BEL 0.35 1858 B-45 KATELI BEL 0.3 1859 B-46 KATELI BEL 0.5 1860 B-47 KATELI BEL 0.4 1861 B-48 KEEKAR 0.15 1862 B-49 KATELI BEL 0.4 1863 B-50 KATELI BEL 0.16 1864 B-51 KATELI BEL 0.17 1865 B-52 KEEKAR 1.2 1866 B-53 KEEKAR 0.35 1867 B-54 KATELI BEL 0.35 1868 B-55 BEL PATHAR 0.2 1869 B-56 KATELI BEL 0.4 1870 B-57 KATELI BEL 0.9 1871 B-58 KATELI BEL 0.4 1872 B-59 KABABUL 0.4 1873 B-60 KEEKAR 0.5 1874 B-61 KABABUL 0.3 1875 B-62 KABABUL 0.2 1876 B-63 KATELI BEL 0.45 1877 B-64 KATELI BEL 0.4 1878 B-65 KATELI BEL 0.3 1879 B-66 KATELI BEL 0.3 1880 B-67 SIRSA 1.6 1881 B-68 KEEKAR 0.3 1882 B-69 KABABUL 0.25 1883 B-70 KABABUL 0.15

Annexure-XXII

LIST OF SPECIES 1884 B-71 KATELI BEL 0.2 1885 B-72 KABABUL 0.15 1886 B-73 KATELI BEL 0.45 1887 B-74 KATELI BEL 0.35 1888 B-75 KATELI BEL 0.2 1889 B-76 NEEM 0.3 1890 B-77 KABABUL 0.3 1891 B-78 KABABUL 0.25 1892 B-79 KATELI BEL 0.4 1893 B-80 KATELI BEL 0.15 1894 B-81 BEL PATHAR 0.2 1895 B-82 KATELI BEL 1.6 1896 B-83 KATELI BEL 0.35 1897 B-84 KATELI BEL 0.4 1898 B-85 KATELI BEL 0.35 1899 B-86 KABABUL 0.34 1900 B-87 KATELI BEL 0.4 1901 B-88 KATELI BEL 0.5 1902 B-89 SIRSA 0.15 1903 B-90 KATELI BEL 0.45 1904 B-91 KATELI BEL 0.4 1905 B-92 KATELI BEL 0.35 1906 B-93 KATELI BEL 0.3 1907 B-94 KATELI BEL 0.55 1908 B-95 KATELI BEL 0.3 1909 B-96 KATELI BEL 0.3 1910 B-97 KATELI BEL 0.4 1911 B-98 KATELI BEL 0.35 1912 B-99 KATELI BEL 0.3 1913 B-100 LABERA 0.3 1914 B-101 KABABUL 0.15 1915 B-102 KATELI BEL 0.35 1916 B-103 KATELI BEL 0.55 1917 B-104 KATELI BEL 0.4 1918 B-105 KATELI BEL 0.35 1919 B-106 KATELI BEL 0.35 1920 B-107 KABABUL 0.25 1921 B-108 KATELI BEL 0.35 1922 B-109 KATELI BEL 0.3 1923 B-110 KATELI BEL 0.4 1924 B-111 KABABUL 0.16

Annexure-XXII

LIST OF SPECIES 1925 B-112 KATELI BEL 0.4 1926 B-113 KATELI BEL 0.2 1927 B-114 KATELI BEL 1.2 1928 B-115 KATELI BEL 0.15 1929 B-116 MAHA NEEM 0.2 1930 B-117 KATELI BEL 0.2 1931 B-118 MAHA NEEM 0.15 1932 B-119 KABABUL 0.2 1933 B-120 KATELI BEL 0.15 1934 B-121 KABABUL 0.15 1935 B-122 KATELI BEL 0.2 1936 B-123 KABABUL 0.3 1937 B-124 NEEM 0.32 1938 B-125 KATELI BEL 0.6 1939 B-126 KABABUL 0.15 1940 B-127 KABABUL 0.15 1941 B-128 KABABUL 0.15 1942 B-129 NEEM 0.43 1943 B-130 SIRSA 0.5 1944 B-131 KABABUL 0.3 1945 B-132 KABABUL 0.15 1946 B-133 KABABUL 0.2 1947 B-134 KATELI BEL 0.3 1948 B-135 KATELI BEL 0.15 1949 B-136 KATELI BEL 0.15 1950 B-137 BERY 0.36 1951 B-138 SIRSA 0.45 1952 B-139 SIRSA 0.39 1953 B-140 KABABUL 0.15 1954 B-141 KABABUL 0.15 1955 B-142 KABABUL 0.15 1956 B-143 KABABUL 0.15 1957 B-144 SIRSA 0.2 1958 B-145 KABABUL 0.15 1959 B-146 NEEM 1.25 1960 B-147 LIPTES 1.4 1961 B-148 SIRSA 0.15 1962 B-149 PEEPLI 1.5 1963 B-150 KATELI BEL 0.85 1964 B-151 KEEKAR 0.6 1965 B-152 KATELI BEL 0.44

Annexure-XXII

LIST OF SPECIES 1966 B-153 LABERA 0.5 1967 B-154 PAPDI 0.3 1968 B-155 KATELI BEL 0.5 1969 B-156 KATELI BEL 0.5 1970 B-157 MACHKAN 0.5 1971 B-158 KATELI BEL 0.4 1972 B-159 PEEPLI 0.3 1973 B-160 PEEPLI 0.6 1974 B-161 KABABUL 0.7 1975 B-162 MACHKAN 0.5 1976 B-163 KABABUL 0.7 1977 B-164 KABABUL 0.6 1978 B-165 KABABUL 0.4 1979 B-166 KABABUL 0.15 1980 B-167 KABABUL 0.68 1981 B-168 KATELI BEL 0.3 1982 B-169 KANEL 0.7 1983 B-170 KANEL 0.15 1984 B-171 KANEL 0.35 1985 B-172 KANEL 0.3 1986 B-173 KANEL 0.6 1987 B-174 KANEL 0.3 1988 B-175 KANEL 0.4 1989 B-176 KANEL 0.25 1990 B-177 NEEM 0.9 1991 B-178 KANEL 0.75 1992 B-179 KANEL 0.35 1993 B-180 KANEL 0.4 1994 B-181 KANEL 0.4 1995 B-182 BERY 0.7 1996 B-183 BABUL 0.9 1997 B-184 KEEKAR 0.2 1998 B-185 KEEKAR 0.3 1999 B-186 PAPDI 0.15 2000 B-187 KEEKAR 0.2 2001 B-188 KEEKAR 0.16 2002 B-189 KEEKAR 0.35 2003 B-190 KEEKAR 0.28 2004 B-191 KEEKAR 0.3 2005 B-192 KEEKAR 0.28 2006 B-193 KEEKAR 0.2

Annexure-XXII

LIST OF SPECIES 2007 B-194 KACHNAR 0.2 2008 B-195 KACHNAR 0.3 2009 B-196 MAHA NEEM 0.17 2010 B-197 KATELI BEL 0.7 2011 B-198 KABABUL 0.25 2012 B-199 PAPDI 0.6 2013 B-200 SIRSA 0.2 2014 B-201 KABABUL 0.25 2015 B-202 KATELI BEL 0.3 2016 B-203 BERY 0.75 2017 B-204 LABERA 0.55 2018 B-205 KATELI BEL 0.4 2019 B-206 KABABUL 0.3

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Annexure-XXIII

Indian Railways Station Development Corporation

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Redevelopment of AnandVihar Railway Station

Geotechnical Investigations Report

Delhi Integrated Multi Modal Transit System Limited 1

GEOTECHNICAL INVESTIGATIONS REPORT

Introduction: 1.

Ministry of Railways (MOR) has decided to develop/redevelop certain identified railway stations across India through a special purpose vehicle named as ‘Indian Railway Stations Development Corporation Limited (IRSDC) with equity participation of Ircon International Limited (IRCON) and Rail Land Development Authority (RLDA) for undertaking the projects. These projects are to be executed with private sector partnership by leveraging the real estate development potential in the air space above the station and on railway land around the station. The construction, maintenance and management of facilities at these stations is proposed to be undertaken on Design, Build, Finance Operate and Transfer (DBFOT) basis by a private entity to be selected through a competitive bidding process. Anand Vihar Station is one of these identified stations which IRSDC intends to redevelop. The Anand Vihar Railway Station is located adjacent to the Anand Vihar Metro Station and Anand Vihar ISBT, making this area the hub of inter-modal transport in East Delhi, the passenger can easily travel to any part of Delhi alighting from the Anand Vihar Railway Station and availing the city bus services or metro. Anand Vihar Railway Terminal is under the administrative control of the Delhi Division of the Northern Railway zone of the Indian Railways. This station was officially inaugurated on 19 December 2009. The terminal spread over 57 hectares is one of the largest Railway Station and will cater to all East-bound trains from Delhi after the second phase become operational.

Location map of AnandVihar Terminal

This report presented herein deals with the field and laboratory investigations carried out by us to access the nature of sub-strata and to evaluate the soil parameters required for design of foundations for redevelopment of Anand Vihar Railway Station in Delhi. This report is based upon the results of field


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and laboratory tests conducted on selected soil samples collected from eight bore holes (BH-1 to BH-8).

General Geology & Related Characteristics 2.

a) Physiography and Climate: The various sites surveyed are generally plain land and forms part of Indo-Gangetic Plains. The elevation varies from about 200-m to 275-m above mean sea level and falls in a semi-arid zone, with extremes of climate in summer and winter. Dust storms are common during the summer months in the area and it experiences severe heat during May and June, with highest temperature hovering around 45C and minimum temperatures touching at 3C. The Southwest monsoon period between July and September is the main rainy season of the area when about 80% of the annual precipitation occurs. The mean annual rainfall is about 640-mm.

b) General Geology: The area under study is part of the Yamuna Basin comprising the newer alluvium made-up of fine to medium sands, silts, gravel, clay and kankar (calcareous nodules). The surface beds are admixed with wind-blown sediments of recent age. These alluvial sediments are known to be underlined by hard formations of the Delhi system of rocks. Following is the general sequence of formations met within the area:

Recent to Sub-Recent : Alluvium

Post-Delhi Intrusive : Pegmatic and basic intrusive

Algonkian (Delhi System) : Alwar quartzites

c) Seismicity: Region in and around Delhi may be considered as seismically active and the tectonic elements of the area are considered capable of generating an earthquake of severe intensity, Delhi lies in seismic Zone-IV. Suitable seismic coefficient may be adopted in the design of structure commensurate to the Indian Standard seismic zoning of the country IS.1893-1984. It is recommended that it will be safe to consider seismic risk value equivalent to design magnitude of 7.0 Richter, which gives an acceleration equivalent of 0.15-g. Indian Meteorological Department has considered seismic factor of 7% of gravity (0.07-g) to be adequate for design of structure under such situation.

Scope Of Work 3.

The scope of work provided to us for this project was limited to the following:-

3.1 Mobilizing necessary plant, equipments and personnel to the project site, setting up the equipment, shifting of the equipment from one test location to another location, carrying out the field investigations on land and demobilization on completion of work.


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3.2 Making 150 mm nominal diameter bore holes in all types of soil using suitable approved method of boring at the specified locations up to 30.0 m depth or refusal whichever occurs earlier. Refusal shall mean when SPT field ‘N’ value reaches 100 for 30 cm or less penetration of SPT sampler.

3.2.1 Conducting standard penetration tests in the bore holes at 1.50 m interval in depth & at every change of strata, whichever is earlier as per specifications.

3.2.2 Collecting undisturbed soil samples from bore holes at 3.0 m interval in depth or at every change of strata, whichever is earlier as per specifications.

3.2.3 Collecting disturbed soil samples from bore holes at regular interval and at every identifiable change of strata to supplement the boring records.

3.2.4 Recording the depth of ground water table in all the bore holes if observed up to the depth of exploration during boring work as per specifications & withdrawing the casing pipe.

3.3 Conducting the following laboratory tests on selected disturbed / undisturbed soil samples/ Rock samples collected from various bore holes / test locations:-

(a) Bulk density and Moisture content

(b) Sieve analysis (c) Hydrometer analysis (d) Liquid limit & Plastic limits (e) Specific gravity (f) Unconfined compressive strength (g) Direct shear test (h) Tri-axial Shear test (i) Unconsolidated undrained test

3.4 A list of Indian Standard (IS) codes, which are reffered throughout the study, is also attached at the end of this report.

Field Investigations: 4.

4.1 Necessary plant, equipment and personnel for conducting the requisite field work were mobilized to the site. These were shifted from one test location to another location during execution of the field work and demobilized on satisfactory completion of the entire field work.

4.2 Eight bore holes (BH-1 to BH-8) carried out were first marked on the ground surface as per the site requirement.


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4.3 The bore holes were bored at this site using shell and auger method as per IS: 1892-1979. Casing as required was used to retain the bore holes.

Sl. No Test Type / Number Test conducted at / up to a depth (m) from existing ground level

Remarks (if any)

(1) Bore Hole (BH-1 to BH-8 )

30.45 m By shell & Auger method

(2) Standard penetration tests in bore holes

1.50 m interval & at every change of strata whichever is earlier

---

(3) Undisturbed soil sampling in bore holes

3.00m interval & at every change of strata whichever is earlier

---

4.3.1 Standard penetration tests were conducted in the above bore holes at every 1.50 m interval & at change of strata as per specifications. The bores were cleaned up to the desired depths. Standard split spoon sampler attached to lower end of ‘A’ drill rods was driven in the bore holes by means of standard hammer of 63.5 Kg. falling freely from a height of 75 cm. The sampler was driven 45 cm as per specifications & the numbers of blows required for each 15 cm penetration were recorded. The numbers of blows for the first 15 cm penetration were not taken into account. This was considered as seating drive. The numbers of blows for next 30 cm penetration were designated as SPT ‘N’ value. Wherever the total penetration was less than 45 cm, the number of blows & the depth penetrated is incorporated in respective bore logs. Disturbed soil samples obtained from standard split spoon sampler for all the above standard penetration tests were collected in polythene bags of suitable size. These samples were properly sealed, labelled, recorded and carefully transported to the laboratory for testing.

4.3.2 Undisturbed soil samples were collected from the bore holes at every 3.0 m interval in depth & at change of strata as per sampling specifications, in thin walled sampling tubes of 100 mm dia and 450 mm length fitted to an adopter with ball and socket arrangement. These sampling tubes after retrieval from the bore holes were properly waxed and sealed at both ends. These were carefully labeled and transported to the laboratory for testing. Undisturbed soil samples wherever slipped during lifting, were duly marked in the field bore logs as well as in the soil profile.

4.3.3 Disturbed soil samples were also collected from the bore holes at suitable depths/intervals to supplement the boring records. These samples were collected in polythene bags of suitable size. These samples were properly sealed, labeled, recorded & carefully transported to the laboratory for testing.


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4.3.4 The depth of ground water table was checked / measured in all bore holes. The ground water table levels derived have been tabulated below.

4.3.5 Summary of boreholes

Bore hole No

Location Depth in over Burden Soil (m)

Water table (m)

(1) (2) (3) (4)

BH-1 Between Halt Line & Boundary wall near Bridge No. 22

30.45 9.00

BH-2 Between Halt Line & Boundary wall near Bridge No. 21

30.45 8.80

BH-3 Near Parcel Office 30.45 15.70

BH-4 Near Pump House/RO Plant 30.45 10.90

BH-5 Below Metro viaduct along 30m wide road

30.45 15.00

BH-6 In front of Store Room 30.45 9.90

BH-7 Near STP Plant 30.45 18.80

BH-8 Between STP & Bridge No. 16A 30.45 18.40

Note: Seasonal water table level shall be submitted after receiving data from Met. Department.

5.0 LABORATORY INVESTIGATIONS:

5.1 The following laboratory tests were conducted on selected soil samples recovered from various bore hole / test locations: -

a) Bulk density and Moisture content b) Sieve analysis c) Hydrometer analysis d) Liquid limit & Plastic limits e) Specific gravity f) Unconfined compressive strength g) Direct shear test

Indian Railways Station Development Corporation Limited

Technical and Financial Feasibility Study, Master Plan, Business Plan and providing Transaction and Bid Advisory Services for Development/

Redevelopment of Anand Vihar (New Delhi) Railway station on the Indian Railway Network

KD4 – Final Concept Plan, Master Plan and Technical Feasibility Report


3 TRAFFIC ANALYSIS AND FORECAST

3.1 Background

Anand Vihar Railway Station is located in easternpart of Delhi and is adjacent to the Anand Vihar Metro Station and Anand Vihar Interstate Bus Terminal (ISBT), making this area the hub of inter-modal transport in East Delhi; the passengers can easily travel to any part of Delhi alighting from the Anand Vihar Railway Station and availing the city bus services or metro.

This chapter briefly discusses the traffic demand forecast and proposed improvement of transport infrastructure to handle projected load and efficient traffic dispersal and integration. Detailed discussions on the same can be referred from the Traffic Planning report that had been submitted as part of KD II of this study.

3.2 Objective

The main objective of this chapter is to assess the traffic demand and suggest necessary transport infrastructure improvements for the redevelopment of Anand Vihar Railway Station. The objectives take into account the following:

Segregated circulation plan for arrival/departure plan for passenger movement

Multi-modal traffic integration plan for category of modes

Traffic circulation plan in and around the station area

Improved pedestrian access and dispersal plan

Vehicular access and dispersal plan

Parking management plan for all categories of modes

Improvement plans for existing road/feeder road in the influence area

Improvement plan for identified new road and connectivity

3.3 Methodology

The study methodology consisted of:

Collection and analysis of relevant secondary data and also conducting necessary traffic surveys.

Achieve the objective of harmonious development with development in the influence area by examining the need for additional transport linkages.

Assessment of impact of the proposed development on traffic and congestion on surrounding road network and preparation of a mitigation plan for increase in infrastructure demand.

Preparation of an integrated traffic plan meeting the Railway as well as city traffic needs for next 25 years, covering developments of about 5 km from the railway station.

Planning for intermodal transfer facilities, including design of vehicular and pedestrian traffic. The traffic master plan shall endeavour for seamless flow of pedestrians between public/ private transport, boarding/ alighting points and station premises and minimizing the length of walking distances, and provide integration between various modes of transport. The requirement of pedestrian and physically disabled persons to be specifically taken care of.

3.4 Site Appraisal

3.4.1 Influence Area of Anand Vihar Railway Station

The site influence area is shown in Figure 4. Partial sections of proposed alignments of BRT corridors from Mukundpur to Kondli and Gokalpuri to Karkari Mor, site for proposed Transit Oriented Development at Karkardooma, location of underground station of Rapid Rail Transit System (RRTS) have also been shown.

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Annexure-XXVIII






Figure 4: Influence Area of Anand Vihar Multimodal Transport Hub

3.4.2 Existing circulation

A preliminary appraisal of the project site was done by the DIMTS team through Reconnaissance Survey. The spatial spread of activities was assessed, conflict points were noted and photographs were analysed in detail. During visual appreciation, the strengths, weaknesses, opportunities and threats were identified.

The present circulation pattern of all road users (pedestrians, non-motorized modes, buses, autos, taxis, Gramin Sewa, etc) were studied to appreciate the deficiencies in infrastructure.

3.5 Secondary Data Collection and Field Studies

Preparation of Traffic Demand Forecast and transport infrastructure improvement plan for proposed railway station complex will require compilation and collection of large amount of data from secondary sources and through field surveys.

The collected and analysed data will form input at various stages to suggest capacity augmentation program, new links etc.

3.5.1 Secondary Data Collection

3.5.1.1 Master Plan of Anand Vihar Railway Station

Indian Railways has prepared a Master Plan for Anand Vihar Railway Station wherein augmentation of infrastructure has been proposed.

There will be total 11 platforms – 7 in the terminal station for originating/ terminating trains, 2 for long distance trains with a halt at Anand Vihar while 2 shall be used for EMU trains. Constructions of certain facilities are ongoing at site at present.

3.5.1.2 Train Operations and Ticket Sales

The existing train running information as well as ticket sales and parcel handling data have been collected from various departments of Indian railways. The ticket sales data including unreserved and reserved passengers have been collected for the last five financial years, for Anand Vihar as well as all stations in Delhi.

3.5.1.3 Master Plan of ISBT Anand Vihar

The master plan for ISBT Anand Vihar has been approved by agencies such as Unified Traffic and Transportation Infrastructure (Planning & Engineering) Centre (UTTIPEC). The circulation proposed therein have been studied and incorporated in planning.






Figure 5: Proposed Master Plan of ISBT Anand Vihar

A study had also been conducted for commercial exploitation of the ISBT. The report of the study have been collected and reviewed.

3.5.1.4 Existing Bus Routes

ISBT Anand Vihar is well connected with different parts of Delhi through number of major city bus routes. There are about 31 major bus routes which connect Anand Vihar with different parts of the city.

3.5.1.5 Metro Rail - Operations, Ridership details, Future Plans

Anand Vihar metro Station has been in operation since January 2010. The total ridership volumes of every month have been collected.

The future plans of metro in Anand Vihar have also been reviewed. A new corridor of Phase III, is proposed, which shall connect Anand Vihar to Yamuna Vihar, Mukundpur, etc as well as act as a connecting link between all Phase I and II corridors. A new metro station is proposed in a location almost parallel to the existing metro station.

3.5.1.6 Feeder services

Two feeder routes have been planned for the metro network in Anand Vihar which connects the hub to various surrounding areas such as Patparganj Industrial area, Ghazipur Dairy Farm, Kalyanpuri, Mayur vihar Phase III, etc.

Gramin Sewa services are also available.

3.5.1.7 Transit Oriented Development at Karkarduma

A proposal of Transit Oriented Development (TOD) near Karkardooma Metro Station has been collected from UTTIPEC. The site of this proposed development is adjacent to the Anand Vihar Halt Railway Station, located on the northern side. The proposed densities, circulation plans, traffic generations and attractions, etc were reviewed, so that impacts of this development could be incorporated in the proposals of this study.

3.5.1.8 Rapid Rail Development Plan

As part of the regional plan of National Capital Region Planning Board (NCRPB), Rapid Rail Transit System (RRTS) has been proposed that provides high speed mass transit connectivity to Delhi and major towns in the hinterland. The corridor from Meerut via Ghaziabad terminates at Anand Vihar.

The proposed RRTS station has been proposed as an underground interchange facility which shall be connected to both Anand Vihar ISBT and Railway station.

3.5.1.9 Bus Rapid Transit Development Plan

Government of National Capital of Delhi has planned several Bus Rapid Transit (BRT) corridors, of which the proposed Mukundpur – Kondli corridor follows Road no. 56 near Anand Vihar. The Gokalpuri to Karkari Mor corridor is also in close vicinity, being aligned on Swami Dayanand Marg. These projects are in the planning stage.

3.5.2 Traffic Surveys

Based on the preliminary appraisal of the site and circulation patterns of various modes, requisite primary surveys were planned for. The survey locations have been presented in Figure 6






Figure 6: Traffic Survey Locations

3.6 Data Analysis

3.6.1 Classified Traffic Volume Count

The classified traffic volume count surveys were conducted on mid-block locations on Road no. 56 for 24 hours on an average weekday. In addition, counts were also conducted for the same duration at the entrance and exit points of Anand Vihar Railway Station and ISBT. The characteristics observed at these locations have been discussed separately.

Analysis of directional classified traffic volume counts observed for at different locations have been carried out to compute the following traffic characteristics:

Average week day and week day traffic

Traffic Composition

Daily person trips

Peak hour share

Daily Variation in Traffic Volume

Directional Distribution

Capacity Analysis

The various vehicle types having different sizes and characteristics were converted into Equivalent Passenger Car Units. The Passenger Car Unit (PCU) factors recommended by Indian Road Congress in “Guidelines for Capacity of Roads in Urban Areas” (IRC-106-1990) have been used for conversion.

3.6.1.1 Average Daily Traffic

The average daily traffic (ADT) observed on Road no. 56 is more than 1 lakh PCUs, 95% of which comprises of motorized vehicles, as compiled in Table 9. Such large traffic volumes are experienced because this road presently acts as the major access to Anand Vihar complex and connects dense residential pockets such as Surya Nagar, Jagriti Enclave, Ram Prastha Colony, Dilshad Garden, Patparganj Industrial Area, etc. Partial stretch of Road no. 56 also forms the Delhi – Uttar Pradesh border.

The ADT have been also recorded at the entry and exit points of Anand Vihar ISBT and Railway Station. There are two exits available from the Railway station, one of which merges with the traffic coming out of the ISBT. The survey locations were selected in such a way that traffic moving out of ISBT and Railway Station is captured independently. It is also observed that 42% of traffic leaving the Railway Station uses the common exit from ISBT. In Table 9, the ADT at all locations have been compiled. Table 9: Average Daily Traffic at various locations

Location Vehicles PCU

Motorised Non-Motorised Total Motorised Non- Motorised Total Road No. 56 112,975 5,151 118,126 114,318 4,945 119,263 ISBT Entry 9,472 148 9,620 12,931 226 13,157 ISBT Exit 9,052 108 9,160 12,635 168 12,803 Railway Station Entry 5,894 581 6,475 5,651 618 6,268 Railway Station Exit 5,923 669 6,592 5,586 752 6,337

3.6.1.2 Traffic Composition

The composition of traffic as observed at various locations is presented below. It can be observed that the traffic is quite heterogeneous in nature.






Table 10: Traffic Composition at various locations

Location Modes (%)

Cars Two wheelers

Taxi Auto Gramin sewa

Buses Goods NMT Total

Road no. 56 31 13 3 17 4 17 11 4 100 ISBT Entrance 5 2 1 32 58 2 100 ISBT Exit 5 3 2 28 61 1 100 Railway Station Entry

15 5 10 50 10 100

Railway Station Exit

9 7 11 57 4 12 100

It can be observed that autos act as a major mode for access to and dispersal from Anand Vihar ISBT and Railway Station.

3.6.1.3 Peak Hour Characteristics

The peak hour share observed at various locations is observed to vary between 6.6% to 8.1%, as presented in Table 11. Anand Vihar Railway Station experiences peak vehicular load in the early morning hours. Table 11: Peak Hour Characteristics at Various locations

Location Peak Hour Vehicles Total Peak Hour Shar

e Pvt. Vehicle

IPT PT NMT

Goods

Vehicles

PCU

Road no. 56 19:00 - 20:00

5,331 1,978

607

580 57 8,553 7,840

6.6%

ISBT Entry 20:00 - 21:00

258 221 246

59 0 784 985 8.1%

ISBT Exit 07:00 - 08:00

77 273 284

6 2 642 910 6.8%

Railway Station Entry

07:00 - 08:00

119 249 0 69 3 440 413 7.8%

Railway Station Exit

05:00 - 06:00

187 566 2 15 8 778 772 7.0%

3.6.2 Pedestrian Head Count

Passenger Head Counts were conducted at various locations in to capture the directional flows at various locations. The observed volumes have been summarized in Table 12. The peak hour share have also been indicated at each location, which is observed to vary between 5% and 19% approximately. In the table, passenger volumes

captured at various locations to assess the total pedestrian volumes in each of footpaths along and FOB on Road no. 56, ISBT, metro station and railway station have been presented separately.

Table 12: Pedestrian Volumes observed at various locations in a day and peak hour

Sl. Location Detail Total Pedestrians / Day

Peak Hour Pedestrian Count

Peak Hour share

1 Road No. 56 Dilshad Garden Arm

24,180 2,044 8.5%

2 Ghazipur Arm 13,685 1,151 8.4% 3 Pacific Mall Arm 11,653 997 8.6% 4 FOB on Main Road 69,849 6,023 8.6% 5 ISBT Main Entrance 84,887 7,120 8.4% 6 Exit Gate 11,653 997 8.6% 7 Access to Bus

Platforms 50,678 4,073 8.0%

8 Towards Metro Station

21,664 1,060 4.9%

9 Metro Gate 1 (Parking side)

8,882 706 7.9%

10 Gate 2 (ISBT side) 29,551 2,197 7.4% 11 Gate 3 (FOB) 13,092 2,496 19.1% 12 Railway

Station Main Entrance Podium

89,453 9,988 11.2%

13 Entrance from Road no. 56

11,719 979 8.4%

14 Halt platforms 9,902 1,750 17.7%

There are four locations where pedestrians movement takes place, although they are not formally designed for that purpose. Pedestrians are observed to be accessing the railway station from Dilshad Garden (North) side through unpaved paths on the vacant land, and via another pedestrian route from the residential colony that lies towards the southside of the station. Passengers are also observed to be moving through two punctures in the boundary wall of the ISBT. One puncture is located close to the FOB from Anand Vihar metro station, while the other puncture is near the parking lot of railway station. The number of pedestrians recorded at these locations is compiled below:






Table 13: Pedestrian Volumes observed at informal access points

Sl. Location Detail Total Pedestrians / Day

Peak Hour Pedestrian Count

Peak Hour share

1 Railway Station

Unregulated Entry – Dilshad Garden side

12,775 2,517 19.7%

2 Unregulated Entry – Ghazipur side

3,112 926 29.8%

3 Railway Station and

ISBT

Puncture through ISBT Boundary, Near Metro

FOB

4635 771 16.6%

4 Puncture through ISBT Boundary, Near Parking

9993 1604 16.1%

The peak hour pedestrian volumes shall be utilized for checking the level of service of the pedestrian facilities in the transport network – i.e., footpaths and pedestrian crossings.

3.6.2.1 Weekly variation in passenger demand at Anand Vihar Railway Station

Passenger Volume counts were conducted for 7 days at Anand Vihar Terminal and Halt stations to assess the weekly variation in passenger demand. It is observed that maximum footfall is experienced on Monday at both locations. Volumes on Thursday and Sunday are second highest at Anand Vihar terminal.

Figure 7: Weekly Variation of Traffic at Anand Vihar Terminal Station

Figure 8: Weekly Variation of Traffic at Anand Vihar Halt Station






4.2.1.3 Entry and exit

As the primary circulation principle is to segregate the departing and arriving passengers flow, access points to the station are principally designed as either entrance for departing passengers or exit for arriving passengers.

Calculation of total width requirements are based on the following assumptions:

The numbers of meeters and greeters to be 15% of passengers The numbers of non-rail visitors and non-greeters to be 5% of passengers Peak factor of 1.2 to ensure that “peak of peak” flows can be accommodated Assume 40% occupied by luggage, the effective capacity to be 60%

Table 26: Entry and Exit Width

Target 2025

Total Station Users per hour {(Passenger + Greeters & Meeters + Non rail Visitors)*Peak Load Factor}

Station users 19,570 P/Hour or 326.16

P/min

LOS C Targeted (Flow rate for walkways)

49 p/m/min

Width required {Station User Per Min/(Flow rate x Adjusted ratio due to luggage)}

Width required 11m

Target 2038

Total Station Users per hour {(Passenger + Greeters & Meeters + Non rail Visitors)*Peak Load Factor}

Station users 30,776 P/Hour or 513 P/min

LOS C Targeted (Flow rate for walkways)

49 p/m/min

Width required {Station User Per Min/(Flow rate x Adjusted ratio due to luggage)}

Width required 17 m

PROVIDED (2025 & 2038) Width Provided 51 m

LOS Achieved (flow rate for walkways ) {Station User Per Min/(Width Provided x Adjusted ratio due to luggage)}

For 2025 11 p/m/min

For 2038 17 p/m/min

Hence, LOS Achieved for 2025 & 2038 A LOS Targeted C Passengers that can be accommodated at LOS C 1500 p/min or 90,000 p/Hr

*Entry/Exit width has considered both arriving and departing passengers which also include commuter passengers.

4.2.1.4 Paid Concourse

Access to the paid area requires a paid fare and possession of a valid ticket. The departure lounge will be only open to passengers whose trains are due shortly. This will restrict early entry and keep the size of these lounges optimal. The paid departure lounges shall be divided into Unreserved, Reserved, 1st Class and Executive sections based on the ticket purchased.

These areas will have all of the facilities such as seating, restrooms and food and beverage counters, retail etc.

Area required by Departure Lounges

Preferred LOS during operation (based on peak hour)

1. LOS C – Departure Lounge for unreserved passengers 2. LOS B - Departure Lounge for reserved passengers 3. LOS A - Departure Lounge for 1st class passengers 4. LOS A+ - Departure Lounge for Executive passengers

Table 27: Area required by Departure Lounges

Target 2025

Types* No of passengers Area per Passenger allowed (Sq m/p)

Target LOS Total area (Sq m)

Unreserved 1251 1.8 C 2252

reserved 3146 2.25 B 7079

AC Class Lounge 789 2.61 A 2059

Executive lounge** 51 3 A+ 153

Total 11,543

Target 2038

Types* No of passengers Area per Passenger

Target LOS Total area (Sq m)






allowed (Sq m/p)

Unreserved 1967 1.8 C 3541

reserved 4947 2.25 B 11131

AC Class Lounge 1241 2.61 A 3239

Executive lounge** 78 3 A+ 234

Total 18,144 Table 28: Area provided for 2025

Types* No of passengers#

Floor Area allowed/provided (sqm)

Los Achieved Los Targeted

Unreserved 1251 5,039 A+ C

reserved 3146 15,370 A+ B

1st Class Lounge 789 4,535 A+ A

Executive lounge 51 252 A+ A+

Total 25,196 #Note-

1. With LOS D during peak of peak season, 18,756 passengers can be accommodated at concourse.

2. Transit passengers will take the departure route and wait at concourse level for further departure.

3. As the concourse is of modular design, demand should be reviewed in 2025 and it is expected that the concourse shall be expanded on either side in 2038.

*It is assumed that Departure lounge area will not be required for commuter passengers. Hence, Commuter passenger has not been considered while calculating the area. Further arrival passengers are also not expected to wait at the station therefore no waiting area has been sized for them. **Executive Lounges should be designed for 26*3 = 78 persons (Passenger + 2 escorts)

Facilities that shall be provided throughout the Station which shall include but not be limited to the followings:

Toilet facilities – including disabled toilets, baby changing facilities, change rooms and showers

Smoke rooms Office facilities for business travellers Food and beverage outlets Internet facilities Book shops Information/ passenger assistance counters Temporary exhibition facilities Convenience shops

Passenger Information Displays Provision of lockers or left luggage may also be considered at the Arrival Concourse.

It should be noted that the above facilities are not included in the Departure lounge area calculation.

A station control room with clear visibility of the paid and unpaid passenger areas should be considered as an integral part of the operational requirement for each station, linked to the customer information and security systems management.

Besides this public concourse, the station has a back-of–house facility which has the staff rooms like toilets, lockers, mess room and functional rooms for signaling, telecommunication, plant rooms and electrical rooms for the requirements of the station functioning. It also houses stores and maintenance rooms.

4.2.1.5 Arrival Corridor

Calculation of corridor width requirements at arrival level are based on the following assumptions:

As per Transport Planning Report (TPR), the number of station users during peak hour is 10.2% of daily patronage

OD analysis indicates that 50% arriving passengers and 50% departing passengers. The number of meeters and greeters to be 15% of passengers The number of non-rail visitors and non-greeters to be 5% of passengers Peak factor of 1.2 to ensure that “peak of peak” flows can be accommodated Assume

40% occupied by luggage, the effective capacity to be 60%

Table 29: Arrival Corridor Width

Target 2025

Station Users {(Arriving Passenger (including commuters) + Greeters & Meeters + Non rail Visitors)*Peak Load Factor}

Hence, Total Station Users 11,416 p/hour or 190 p/min

LOS Targeted C (flow rate for walkways ) 49 p/m/min

Width required

{Station User Per Min/(Flow rate x Adjusted ratio due to luggage)}

6 m

Target 2038

Station Users {(Arriving Passenger (including commuters) + Greeters & Meeters + Non rail Visitors)*Peak Load Factor}

Hence, Total Station Users 17,952 p/hour or 299 p/min






LOS Targeted C (flow rate for walkways ) 49 p/m/min

Width required

{Station User Per Min/(Flow rate x Adjusted ratio due to luggage)}

10 m

PROVIDED (2025 & 2038)

Width Provided 20 m

LOS Achieved (flow rate for walkways ) {Station User Per Min/(Width Provided x Adjusted ratio due to luggage)}

For 2025 16 p/m/min

For 2038 25 p/m/min

Hence, LOS Achieved for 2025 A

Hence, LOS Achieved for 2038 B

LOS Targeted C

Passengers that can be accommodated at LOS C 588 p/min or 35,280 p/Hr

4.2.1.6 Platforms

Platform is used for boarding and alighting from the train and also has functional requirements for some back of the house facilities. Platforms are built to the height of the train floor to provide a free-step access, or close to it. Platforms can be designed as either Island or side platform. Normally Island platforms are designed with a common platform serving the passenger track on its sides without having any barrier across the width of platform except the normal elements like escalators, staircases, seats, etc.

The width will be sufficient to accommodate the largest numbers of passengers expected but must not be wasteful of space - always at a premium for station areas in expensive land districts of a city. Every platform will be level (with a slope against the tracks) and of a standard length so that the operational needs of the trains is satisfied to the maximum possible extent. The platform will be designed to give free visual areas along its length so that passengers can read signs and staff can ensure safety when dispatching trains. Platform design will allow free-flow of passengers, minimize congestion at peak times in particular on platforms and escalators, avoid dead ends and hiding places. Access points between concourse and platform will be evenly distributed along the platform, and where possible, minimize the walking distances for outgoing passengers and facilitate an even distribution of passengers waiting on the platform to board a train.

Sufficient platform canopy cover will be included to provide shade in summer and protection from rainfall in the wet season and thus encourage passengers to spread out

along the train’s length. This will ensure minimum boarding and alighting times and assist in adherence to the train timetable by reducing the overall dwell time.

For the sizing of platform, the worst case scenario, which is the case of terminating platform for long haul is considered as this will have the maximum load.

The following assumptions are made in the calculations below:

The maximum load (Full train load) of passengers is considered

Assume 2 trains board at the same island platform at the same time

Peak factor = 1.2

Assuming Platform Width is exclusive of Vertical Circulation Element (VCE) components, Structural elements and Equipment’s & Fixtures at platform, which shall be calculated separately and added to the width calculated in this section. Table 30: Platform Width

2025 & 2038

LOS targeted ‘C‘ for queuing 0.8 Sq m/p

Platform area required 2 x train load x Targeted LOS x peak factor

Hence,

Platform area required 3744 Sq mt

Length of train 26 x per coach length +2 x Length of Engine+ 4.5

(Considering Coach length 22.5m, Engine Length 22 m,)Refer MSSRS, Pg 82)

634m

Platform Width* Area/length +edge effects

7 m *Platform Width is exclusive of VCE components, Structural elements and Equipment’s & Fixtures at platform

4.2.1.7 Vertical Circulation Elements (VCE)

VCEs are the devices used to transport passengers between different levels of the station. VCEs typically consist of escalators, elevators and staircases (including emergency egress stairs). These are covered by a canopy which provides protection from the elements. Station VCE must be designed to allow for the numbers of passengers passing through them, both under normal and emergency conditions. As per MSSRS,

General parameters and assumptions adopted in the following calculations of the number of vertical circulation elements:






Passenger lifts not included in capacity calculation Escalator capacity to be 90 persons per minute with a speed of 0.65m/s as per

the Indian Stanadards. Stair capacity to be 33 persons per meter per minute, i.e. Fruin’s LOS C flow rate

for stairways

Table 31: Vertical circulation between Departure lounge and Long Haul Platform*

Boarding time targeted = 15 mins

Boarding Passenger = 2 x Full train load

= 3900

Assuming no of escalators = 2

Escalator Capacity per Min = 90 p/min Refer MSSRS, pg 73,

Escalator Capacity = No. of escalator x Escalator capacity per min x adjusted ratio due to luggage

= 108

Assuming Width of Stair = 2.4m

Flow per unit width as per LOSC = 33

Assuming no of Stairs = 4

Stair Capacity = No of Stair x Width of Stair x Flow per unit width x adjusted ratio due to luggage

Stair Capacity = = 190

Total Capacity = 298

Boarding time achieved = 13 min

*2 escalators and 2 staircases will be provided at initial phase, whereas passive provision for 2 staircases has been kept reserved for future.

Provision of 2 elevators have also been considered for differently abled people

Table 32: Vertical circulation between Long Haul Platform and Arrival Concourse*

Alighting time targeted = 15 min

Alighting Passenger = 2 x Full train load

= 3900

Assuming no of escalators = 0

Escalator Capacity per Min = 90 p/min Refer MSSRS, pg 73,

Escalator Capacity = No. of escalator x Escalator capacity per min x adjusted ratio due to luggage

= 0

Stair Capacity = No of Stair x Width of Stair x Flow per unit width x adjusted ratio due to luggage

Flow per unit width as per LOS C = 33

Assuming no of Stairs/Ramp = 4

Assuming width of stair/Ramp = 4m

Stair Capacity = = 317

Total Capacity = 317

Alighting time achieved = 12 min

* Considering the existing scenario, the movement of arrival passengers will be carried out by existing subways.

Further for differently abled persons wherever possible lift provision has been provided to move from one level to another. At few places where it is not possible to provide lifts, provision of ramps has been incorporated.

4.2.2 Station Planning Principles

The redeveloped station has been planned keeping the following constraints and principles in mind:

The existing station building has been partly retained. The core area will be reused for the station; however the side wings are to be dismantled in-line with the architectural vision and also to make space for more valuable use of prime space.

A new interchange plaza has been planned at the entrance of the existing station in the South East for change from one mode to another

The passengers are segregated vertically for arrival and departures All station facilities are provided in paid area Ticketing, information and some functional Back-of-House facilities is provided in

unpaid area Only those possessing a valid ticket are allowed in the paid area All passengers need to wait in the departure lounges until their train is announced

Platforms are sized for only passengers using the train to board and deboard. (no waiting is allowed on the platforms)






4.2.3 Station Configuration

The station is configured as follows: Table 33: Station Configuration

Floor Function Level

Basement Level Car Park +196.27 m

Subway level Arrival Corridor +202.00 m

Ground level Transport Interchange Plaza +203.00 m

Ground floor level Station operations +203.40 m

Platform Level Station Platforms +207.14 m

Mezzanine Floor Level (existing bldg. First floor level)

Station operations +207.10 m

Concourse 1 Level (existing bldg. Second floor level)

Ticketing, Public unpaid area +211.30 m

Concourse 2 Level Paid area – Departure lounges, retail +213.55 m

Upper concourse Level Paid area – Premium Departure lounges, retail

+218.05 m

Scale drawings are appended (refer drawing nos –

1. MMD-321807-C-DR-00-XX-1005 to 1007

2. MMD-321807-A-DR-00-SW-1100 to 1104

3. MMD-321807-A-DR-00-GF-1100 to 1104

4. MMD-321807-A-DR-00-PL-110 to 1102

5. MMD-321807-A-DR-00-MF-1100 to 1101

6. MMD-321807-A-DR-00-CC-1100 to 1103

7. MMD-321807-A-DR-00-UC-1100 to 1102

8. MMD-321807-A-DR-00-RF-1100 to 1104)

4.2.3.1 Seasonal peaks and overcrowding

It is a general practice to size a facility somewhere in the middle of the demand estimated. If the size is too big, to cater for seasonal peaks then the facility remains

unused or even misused and also the cost increases many folds. Therefore it is proposed to “manage” for seasonal peaks rather than “design for seasonal peaks”.

At Anand Vihar Railway Station the seasonal peak occurs in the months of October-November, with the start of the festive season , which sees a drastic increase in east bound traffic, starting from the festival of Navratri, Durga Pooja, Dassera and then resurges on Diwali and Chhath Pooja. During these festival seasons Anand Vihar Railway Station is one of the only stations in Delhi where unreserved trains are run. The capacity of these trains is 2-3 times that of a reserved train, and the level of use increases five- fold from 20,000 to 100,000 passengers per hour. In order to reduce the risk of overcrowding, it is recommended that in such cases a reduced level of service be accepted for the departure lounges (refer to section 4.2.1 Level of Service). The Interchange Plaza, a unique design addition, acts as a secure zone from which staggered and controlled entry to the contained concourse area can take place. The concourse is a paid area and requires possession of a valid ticket which is checked either manually or by barrier control.

During times of peak use outside of festival season, it is not uncommon for passengers to arrive up to 8 hours before their designated trains. In these circumstances, the Interchange Plaza and adjacent area act in a similar way, dissipating the number of passengers entering the concourse. These passengers should only be allowed to enter the departure lounge on possession of a valid ticket for a train which is due shortly, thus reducing the risk of overcrowding within the concourse area. This is an important provision, bearing in mind the increased capacity of use that is predicted for the Anand Vihar Railway station.

When the rush increases, both the subways and the departure lounges may be used to discharge passengers to and from the platforms (depending on the direction of the flow of passengers) thereby reducing stress on the vertical circulation elements.

4.2.3.2 Dismantling and relocation of areas in the side wings

In-line with the Station Masterplan, it is proposed that the side wings are dismantled. Currently the wings house Ticketing and RPF facilities on the ground floor. It is proposed that the ticketing is relocated to the concourse level and the RPF is relocated at ground floor itself behind the staircase block in the area designated as operation areas in the plan. On the first floor of the wings are the waiting area, which are now located and renamed as departure lounges in the concourse level on the station. The second floor of the existing wings, house retiring rooms, it is proposed that these are relocated to the Mezanine level of the existing building (which is the first floor of the retained portion of the station building in the area designated as operational area in plan)






4.2.3.3 Departures

All passengers enter the station at ground level. There are two entrances which are planned, one in the South- East and the other at the North-West side. On entering the building at ground level in the South-East, a set of escalators, lifts and staircases, take the passengers upto the existing second floor of the station building at +211.30 m, (from now onwards this will be referred to as Concourse 1). This Concourse 1 houses the ticketing, information and also some functional Back-of House facilities.

In case a ticket needs to be purchased, the passenger can do so and then proceed towards ticket control and then ascend to the paid area which is at Concourse 2 level (+213.55 m). This level houses departure lounges as well as retail and other functional facilities at this level.

Those holding AC class tickets and VIP passengers ascend upto the air-conditioned lounges at the Upper concourse level (+213.55 m).

Once the train is announced, passengers descend via escalators/stairs/Elevators to the particular Platform to board the train.

The departure lounges have been so placed that in 2038 they can be extended outwards without affecting the existing flow of passengers.






Figure 25: Departure of Passengers

4.2.3.4 Arrival

The arrival flow is the opposite of the departure flow. Passengers arrive via trains on the platform. They de-board and descend via escalators/stairs to the two existing subway at +202.00m level. From the subway, the passengers move towards the exit from where they disperse towards other modes at the South-East, through the interchange plaza or from the North-west, they take a pickup to their destination.

Figure 26: Arrival of Passengers

4.2.3.5 Platform configuration

The platform configuration as proposed in the yard plan by Northern Railways remains untouched. However two areas which need special attention is as follows:

A platform has been proposed on line 4 which is not in line with the rest of the platforms. A foot over bridge has been proposed to connect this platform to first two platforms in the yard plan prepared by Northern Railways. It is proposed that this connection is retained for arrival passengers to exit the station on the North side, as it is not possible to connect the subways to this platform. For Departure

1. Deboard at Platform level

2. Descend to Subway level

3. Exit at Ground lev

2. Ascend to wait at Concourse level

2. Ascend to wait at Concourse level

1. Entrance at Ground level

3. Descend to Platform level to board the trains

1. Entrance at Ground level






passengers, a reduced level of service is proposed by connecting a special foot over bridge which resembles a skywalk at the concourse level.

One of the platforms is 10.5 m in width. This reduced length restricts the provision of vertical circulation elements, on the side of the main columns. There are two options available in this case. The first is that a condonation is requested so that the dimension of 5.33m from the column edge to the centre line of the adjacent track be reduced to 4.11m (which is that of an isolated structure) for four columns only. The second option is that by building an extension at the concourse level, these vertical circulation elements are moved away from the concourse, to approximately 50m beyond on either side and then positioned so that SOD is not infringed. From aesthetics point of view and also to keep the design compact and symmetrical the first option is preferred and it is recommended that in detail design stage the same is developed after due approvals, however, for a design which totally complies with SOD, the second option has been proposed in the drawings which follow.

Parcel handling for originating and terminating trains shall be carried out at the parcel office indicated in the maintenance area. For through trains, the parcels will be loaded and unloaded at the platform and thereafter transported to the parcel office, using motorized trailers with level crossings.

4.2.3.6 Back-of-house

The Back-of-house (BOH) area houses operational rooms such as the signaling, Telecom, Staff rooms, Station control, Plant etc. There are two large BOH areas, designated at the ground floor level of the existing station building at 203.4m level and the existing First Floor level (from now onwards this will be referred to as the Mezzanine level). Further small operational areas are also designated on each of the concourse and also on the platform to house functional requirements on those respective levels. The MEP strategy for the building is described in the Utilities chapter of this report.

4.2.3.7 Passenger Reservation System (PRS)

An area for the PRS is separately demarcated, removed from the main station such that these passengers do not overcrowd the ticketing area in the main concourse area.

4.2.4 Intermodal integration

An Interchange Plaza has been designed to hold and release vehicle on “First in - First out” basis. The interchange plaza comprises of 7 lanes out of which two dedicated lanes have been assigned for private cars. Similarly, two dedicated lanes have been provided for taxis. Two lanes Auto rickshaws for and One lane has been dedicated for Non-Motorised transit (NMT) such as cycle rickshaws






Figure 27: Interchange Plaza

4.2.4.1 Private cars

Private Cars drop and pick facilities with two lanes dedicated for the same. No queuing will be allowed here as parking of cars/2 wheelers is dedicated in the basement car park.

4.2.4.2 Taxi

The next two lanes are for Taxis, wherein one lane could be used for queuing and the other could be used as a bypass lane. Half the length will be dedicated for pre-paid taxis and the other for Radio taxi.

4.2.4.3 Auto Rickshaws

Auto Rickshaws are one of the highest in the modal split requirement after metro and bus modes. Therefore two dedicated lanes have been provided for these in the interchange plaza. One lane is for queuing for pre-paid services and one is a bypass lane.

4.2.4.4 Non – Motorised Transport

Cycle Rickshaws can pick and drop passengers and one dedicated lane is allowed for them.

4.2.4.5 VIP Movement

To cater for VIP’s who might visit the station a small bay has been designed, which shall be kept closed in normal situation and shall only be opened in the case of a visiting VIP. Few parking bays are also shown for these VIP vehicles.

4.2.4.6 RRTS

As the RRTS station is underground, a vertical connection has been allowed to descend from the interchange plaza to the RRTS station.

4.2.4.7 Metro station

A Foot-over-bridge (FOB) which connects the concourse of the metro station to the Railway station already exists. The same has been truncated (to reduce the travel length), such as the same now connects to the interchange plaza, from where the passenger can decide the next mode for completing his/her journey.

4.2.4.8 ISBT

The Anand Vihar ISBT is adjacent to the Railway station. A pedestrian path has been designated to allow passengers to travel from buses (local and inter-state) to travel from the Bus station to other modes.






4.2.4.9 Parking

The station parking bays are calculated based on the traffic surveys and forecasts. Basement parking is proposed for station. The Table below and drawing no. MMD-321807-TP-DR-00-PP-1300 to 1303 elaborates the Parking requirement and proposal for different type of vehicles which will require parking space. The total ECS calculated for station is 342 ECS which requires 10,952 sqm of space (MPD 2021 defines 1 ECS as 32 sqm.). Of this 9,766 sq m of space (equivalent to 305 ECS) has provided as basement parking at +196.27 m level and rest space i.e. 37 ECS will be accommodated at ground level. Table 34: Parking requirement at Railway Station

Mode Required Parking Bays Proposed Parking Bays

Car (parking) 178 178

Car (drop/pick) 9 80

2W (parking) 657 657

2W (drop/pick) 4 4 (in car lane)

Taxi (parking) 86 161

Taxi (drop/pick) 12

Auto (parking) 225 331

Auto (drop/pick) 48

Gramin Sewa 8 14

bus (drop/pick) 22 28

NMV (drop+parking) 26 73

Total Parking Bays 1,274 (686 ECS) 1,526 (902 ECS)

Additional Parking

Mini LCV/LCV - Parcel 33 33

Mini LCV - Food 11 11

Bus parking 5 5

Army (trucks/bus) 10 10

Emergency vehicles 5 5

Emergency vehicles and Army Truck/Bus will be parked at ground level. Total ECS require to park emergency and army vehicles will be 12.5 ECS (5 parking bays) and 25 ECS (10 parking bays) respectively. For loading /unloading, parking provision has been proposed near parcel office located at South West direction. Holding area for the other vehicles such as Mini LCV- Parcel/food is separately planned near the parcel shed at the southern side of the plot.

Additional holding area for Taxis and Auto Rickshaws is provided on the south-west of the station. Drop-pick facility is accommodated in the each lane of the interchange plaza which is over 200m in length which provides ample holding space to accommodate the

required number of IPTs (Autos and taxis) and NMTs (rickshaws) as recommended by Traffic report. For details refer drawing MMD-321807-TP-DR-00-PP-1300 to 1303.

Table 3535 shows the parking requirement for non-railway development. The same is calculated as per MPD 2021, which gives the recommended ECS requirement for each type of development. The total parking area required for non-railway development is 192,480sqm. This is to be provided in individual basements to each commercial tower. Table 35: Parking requirements for Non-Railway Development

Description Area (Sqm)

ECS/100 sq m of floor area as per MPD 2021

Parking ECS required

Basement Parking (32 sqm per ECS)

Commercial Offices 106,600 3 3198 102,336

Station Retail 73,600 3 2208 70,656

Hotel 20,300 3 609 19,488

Total 6015 192,480

redevelopment of anand vihar railway station, anand vihar...

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