Annexure. Technical Details Package 1

Annexure Technical Details Package 1

PACKAGE-1 765 kv S/C Mainpuri-Bara Line with 765 kv/4 kv AIS at Mainpuri and Associated Schemes/Work Scope of work in Substation Sl.No. 1 Name of Substation Type Rating 765/4kV Mainpuri AIS 2X1MVA, 765/4 kv Bus switching scheme One & half breaker scheme for 765&4kV sides and two main and transfer scheme for 22kV side No. of bays 765kV 4kV 22kV 132kV Feeder Bay-5, Tfr. Bay- Feeder Bay-6, Tfr. NA NA 2, BR Bay-1, Spare Bay- Bay-2, Spare Bay-2 2 2 4/22kV Rewa Road GIS 3X315MVA, 4/22kV One & half breaker scheme for 4kV side and two main and transfer scheme for 22kV side NA Feeder Bay-8, Tfr. Bay- 3, BR Bay-1, Spare Bay-2 Spare Bay-2, Tfr Bay- NA 2, 22KV bus to be extended to adjacent existing S/S 3 4/22/132kV Gonda AIS 2X315MVA, One & half breaker scheme for NA 4/22kV, 4kV and two main and transfer 2X1MVA, scheme for 22kV & single main 22/132kV and transfer bus scheme for 132kVside Feeder Bay-4, Tfr. Bay-2, Spare bay-2 Feeder Bay-4, Tfr. Feeder Bay-4, Tfr. Bay-4, BC-1, BT- Bay-2, BT-1, 1, Spare bay-2 Spare bay-2 4 4/22/132kV Sultanpur Road,Lucknow AIS 2X5MVA, 4/22kV, 2X16MVA, 22/132kV One & half breaker scheme for 4kV and two main and transfer scheme for 22kV & single main and transfer bus scheme for 132kVside NA Feeder Bay-2, Tfr. Bay-2, Spare bay-2 Feeder Bay-2, Tfr. Bay-4, BC-1, BT- 1, Spare bay-2 Feeder Bay-4, Tfr. Bay-2, BT-1, Spare bay-2 5 4/132kV Aurai AIS 2X2MVA, 4/132kV One & half breaker scheme for 4kV and two main and transfer scheme for 22kV & single main and transfer bus scheme for 132kVside NA Feeder Bay-2, Tfr. Bay-2, Spare bay-2 NA Feeder Bay-9, Tfr. Bay-2, BT-1, Spare bay-2

Scope of work in Lines Sl. No. Name of Lines Approx. Line Length(Km) 1 765 kv SC Mainpuri - Unnao with Quad Bersimis 191 2 4 kv DC Quad Moose Mainpuri - Aligarh 12 3 4 kv DC Twin Moose Mainpuri (765kV) - Mainpuri (PG) 3 4 LILO of 4 kvagra Agra(PG) at 765kV Mainpuri with Twin Moose 9 5 765kV 2x SC Mainpuri - Bara with Quad Bersimis 2x351 6 LILO of 4kV Panki-Obra at 4kV Rewa Road with Twin Moose 12 7 4kV DC (Quad Moose) Rewa Road-Karchhana 2 8 4kV DC (Quad Moose) Rewa Road-Meja 25 9 4kV DC (Quad) Bara-Meja 2 1 4kV DC (Quad Moose) Bara-Karchhana 2 11 4kV D/C (Twin Moose) Tanda-Gonda 1 12 4kV D/C (Twin Moose) Gonda-Shahjahanpur 23 13 LILO of 4kV Sarojininagar-Kursi Road (PG) at 4kV Sultanpur Rd., Lucknow with Twin Moose 2 14 LILO of 4kV Obra-Sultanpur at 4kV Aurai with Twin Moose 15 Note: Total Estimated Cost of Package 1 is Rs. 3941 Crores 1) The steady state active power flow from 765kV bus in UP, considering ultimate system peak load of 18957MW, has been preliminary worked out by UPPTCL and is enclosed in the CD 2) The indicative MW and MVAR loadings of different 765, 4 & 22kV feeders as worked out by UPPTCL are enclosed in the CD 3) The indicative ultimate system short circuit levels as worked out by UPPTCL (as enclosed in the CD) show that short circuit level of 4KA for 1 sec will be sufficient for all substations except for Rewa Road, which should be 63KA for 1 sec.

Package 1: 765 kv S/C Mainpuri-Bara Line with 765 kv/4 kv AIS at Mainpuri and Associated Schemes/Work To be Constructed 765kV substation 4kV substation 765kV S/C line 765kV 2XS/C line 4kV D/C line Aligarh Mainpuri (PG) Mainpuri Shahjahanpur Rosa Generating Stations PGCIL substation UPPTCL substation Existing UPPTCL Lines Agra (PG) Gonda To Kanpur PANKI Unnao LILO Sultanpur Rd. Tanda (Lko) SULTANPUR Paricha LILO (Panki- Obra) Bara Meja Aurai Rewa Road Meja Karchana Obra (T) 8/11/29 Anpara C & D

Survey Report Bara-Mainpuri Line

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 1 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 1 1\ D'" A+. 15.423 15.423. 13.95 13.95 225.1 225.1 225.1 NH - 76,11 K.V LINE. 2 2\ 3D12'45" RT D+ 225.1 119.587 197.87 317.457 121.915 197.17 319.85 225.1 4. 625.1 4. 33 K.V LINE 3 2\1 A+ 22.13 179.566 381.696 22.83 179.423 382.253 4. 36. 76. 36. 4 2\2 A+ 18.434 188.46 368.894 18.577 191.241 371.818 36. 36. 72. 36. 5 2\3 A+ 171.54 232.686 44.227 168.759 243.432 412.191 36. 4. 76. 4. 6 2\4 A+ 167.314 29.453 376.766 156.568 215.848 372.416 4. 38. 78. 38. 7 2\5 A+ 17.547 25.27 375.754 164.152 28.294 372.447 38. 391.632 771.632 391.632 8 3\ 15D36'43" LT C+3 2291.632 186.425 134.2 32.427 183.338 142.528 325.866 391.632 216.13 67.762 216.13 132 K.V S/C TR LINE. 9 4\ 1D19'56" RT C+ 216.13 82.128 161.37 243.435 73.62 165.24 238.625 216.13 3. 516.13 3. 1 4\1 A+ 138.693 153.433 292.127 134.976 154.562 289.538 3. 3. 6. 3. 11 4\2 A+ 146.567 151.487 298.54 145.438 151.976 297.414 3. 3. 6. 3. 12 4\3 A+ 148.513 165.693 314.25 148.24 165.645 313.668 3. 331.678 631.678 331.678 13 5\ 2D'55" LT B+ 1231.678 165.985 179.45 345.3 166.33 178.731 344.765 331.678 36. 691.678 36. METAL ROAD,CANEL. 14 5\1 A+ 18.955 2.718 381.673 181.269 2.954 382.223 36. 4. 76. 4. METAL ROAD. 15 5\2 A+ 199.282 188.588 387.87 199.46 188.124 387.17 4. 38. 78. 38. 16 5\3 A+ 191.412 191.17 382.519 191.876 191.471 383.347 38. 38. 76. 38. 17 5\4 A+ 188.893 188.81 377.73 188.529 185.132 373.661 38. 4. 78. 4. METAL ROAD. 18 5\5 A+3 188.893 25.211 394.14 188.529 26.924 395.453 4. 4. 8. 4. NALA. 19 5\6 A+ 194.789 174.755 369.544 193.76 168.957 362.34 4. 384.778 784.778 384.778 2 6\ 3D6'15" LT D+ 274.778 21.23 176.653 386.677 215.821 172.265 388.86 384.778 38. 764.778 38. BRICK ROAD. 21 6\1 A+ 23.347 176.76 38.16 27.735 172.47 38.141 38. 38. 76. 38. 22 6\2 A+ 248.163 17.274 418.437 26.452 163.789 424.241 38. 38. 76. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 2 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38. 23 6\3 A+ 29.726 172.896 382.622 216.211 167.273 383.484 38. 38. 76. 38. 24 6\4 A+3 27.14 179.821 386.925 212.727 173.188 385.914 38. 4. 78. 4. 25 6\5 A+ 22.179 216.711 436.89 226.812 225.493 452.35 4. 38. 78. 38. 26 6\6 A+ 163.289 193.24 356.492 154.57 194.257 348.764 38. 38. 76. 38. 27 6\7 A+ 186.796 157.193 343.99 185.743 149.696 335.439 38. 36. 74. 36. 28 6\8 A+ 22.87 219.923 422.729 21.34 226.472 436.776 36. 4. 76. 4. 29 6\9 B+ 18.77 182.419 362.497 173.528 183.215 356.742 4. 36. 76. 36. 3 6\1 A+ 177.581 25.891 383.471 176.785 211.115 387.9 36. 38. 74. 38. 31 6\11 A+ 174.19 188.553 362.663 168.885 191.365 36.251 38. 36. 74. 36. 32 6\12 A+ 171.447 26.855 378.32 168.635 29.19 377.744 36. 4. 76. 4. 33 6\13 A+ 193.145 219.241 412.386 19.891 228.854 419.745 4. 38. 78. 38. 34 6\14 A+ 16.759 194.719 355.478 151.146 196.27 347.416 38. 38. 76. 38. 35 6\15 A+ 185.281 183.387 368.668 183.73 181.213 364.943 38. 38. 76. 38. METAL ROAD,11 K.V,CANEL 36 6\16 A+ 448.812 165.856 614.668 613.483 167.781 781.264 38. 32. 7. 32. METAL ROAD, 37 6\17 A+ 154.144 187.32 341.464 152.219 183.152 335.371 32. 4. 72. 4. CANEL. 38 6\18 A+3 212.68 188.649 41.328 216.848 19.941 47.789 4. 363.354 763.354 363.354 39 7\ 7D41'37" RT SPL+ 7163.354 174.75 842.255 667.55 172.413 114.547 968.134 363.354 13.19 493.544 13.19 4 7\1 SPL+9 972.445 554.44 1526.849 127.737 557.526 1828.263 13.19 189.811 122.1 189.811 YAMUNA RIVER. 41 7\2 SPL+9 535.47 71.858 1246.265 532.285 911.849 1444.134 189.811 198.955 1288.766 198.955 42 8\ 1D19'45" RT SPL+ 1418.956 511.93 181.421 33.482 712.894 178.61 534.293 198.955 38. 578.955 38. 43 8\1 A+ 198.579 193.229 391.87 21.399 194.29 395.689 38. 38. 76. 38. KACHA ROAD. 44 8\2 A+ 186.771 176.248 363.19 185.71 175.14 36.724 38. 36. 74. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 3 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 36. 45 8\3 A+ 183.752 173.218 356.97 184.986 17.988 355.974 36. 36. 72. 36. 46 8\4 A+ 186.782 148.513 335.295 189.12 141.449 33.46 36. 34. 7. 34. BRICK ROAD. 47 8\5 A+ 186.782 165.1 351.783 189.12 162.52 351.513 34. 345.21 685.21 354.521 48 9\ 18D59'6" LT C+ 2174.52 18.29 18.453 36.662 182.78 18.62 363.311 345.21 36. 75.21 36. KACHA ROAD. 49 9\1 A+ 179.547 173.37 352.917 179.398 174.478 353.876 36. 34. 7. 34. 11 K.V,METAL ROAD 5 9\2 A+ 166.63 155.764 322.393 165.522 15.75 316.226 34. 342.33 682.33 342.33 33 K.V LINE,11 K.V. 51 1\ 25D47'55" LT C+3 142.33 186.539 21.89 387.628 191.598 21.447 393.45 342.33 4. 742.33 4. METAL ROAD,(2 NO) 52 1\1 A+3 198.911 21.341 4.253 198.553 21.782 4.336 4. 4. 8. 4. 11 K.V. 53 1\2 A+3 198.659 27.398 46.57 198.218 29.83 48.48 4. 4. 8. 4. 54 1\3 A+ 192.62 24.877 397.479 19.17 26.48 396.65 4. 4. 8. 4. 55 1\4 A+ 195.123 189.717 384.84 193.52 186.336 379.856 4. 4. 8. 4. METAL ROAD. 56 1\5 A+3 21.283 22.676 412.959 213.664 23.556 417.22 4. 4. 8. 4. 11 K.V.(2 NO),METAL ROAD. 57 1\6 A+3 197.324 2.44 397.368 196.444 2.58 396.52 4. 4. 8. 4. 11 kv METAL ROAD 58 1\7 A+3 199.956 213.363 413.319 199.942 217.962 417.94 4. 398.744 798.744 398.744 59 11\ 1D52'18" RT B+ 3198.744 185.381 182.786 368.167 18.782 183.72 364.484 398.744 36. 758.744 36. 6 11\1 A+ 177.214 175.24 352.454 176.298 173.675 349.973 36. 36. 72. 36. 61 11\2 A+ 184.76 156.142 34.91 186.325 151.586 337.91 36. 34. 7. 34. METAL ROAD. 62 11\3 A+3 183.858 183.145 367.3 188.414 187.466 375.88 34. 34. 68. 34. 11 K.V,(2 NO),CANEL,METAL ROAD. 63 11\4 A+ 156.855 172.6 328.862 152.534 172.666 325.2 34. 34. 68. 34. METAL ROAD. 64 11\5 A+ 167.994 17.87 338.81 167.334 17.116 337.45 34. 34. 68. 34. 65 11\6 A+ 169.913 167.53 337.442 169.884 166.718 336.62 34. 34. 68. 34. 66 11\7 A+ 172.47 152.786 325.257 173.282 141.496 314.778 34. 374.26 714.26 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 4 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 374.26 67 12\ 24D34'45" RT C+ 2794.26 221.474 176.178 397.651 232.764 178.29 41.973 374.26 34. 714.26 34. 68 12\1 A+ 163.822 178.45 342.272 161.791 181.228 343.19 34. 34. 68. 34. BRICK ROAD,CANEL. 69 12\2 A+ 161.55 195.235 356.785 158.772 23.53 362.33 34. 34. 68. 34. METAL ROAD,11 K.V. 7 12\3 A+ 144.765 151.324 296.89 136.47 145.184 281.654 34. 34. 68. 34. 71 12\4 A+ 188.676 156.657 345.333 194.816 152.271 347.86 34. 34. 68. 34. 72 12\5 A+ 183.343 174.29 357.633 187.729 175.71 363.43 34. 34. 68. 34. METAL ROAD.POND. 73 12\6 A+ 165.71 141.717 37.426 164.299 137.783 32.82 34. 37.364 647.364 37.364 74 13/ 39D32'42" RT D+ 2347.364 165.648 29.265 374.913 169.581 212.311 381.893 37.364 4. 77.364 4. 75 13/1 A+3 19.735 182.738 373.472 187.689 183.637 371.326 4. 36. 76. 36. 2 KHILNAI NADI, 76 13/2 A+ 177.262 196.138 373.4 176.363 198.155 374.518 36. 38. 74. 38. KHILNAI NADI, 77 13/3 A+ 183.862 184.934 368.796 181.845 179.981 361.826 38. 4. 78. 4. 78 13/4 A+3 215.66 213.25 428.271 22.19 217.547 437.565 4. 4. 8. 4. 11.K.V, S.H, 2 KHILNAI NADI 79 13/5 A+ 186.795 175.681 362.475 182.453 168.96 351.413 4. 392.248 792.248 392.248 8 14/ 43D18'25" LT D+ 2332.248 216.567 181.162 397.73 223.288 178.257 41.545 392.248 38. 772.248 38. 81 14/1 A+ 198.838 187.825 386.663 21.743 187.11 388.853 38. 38. 76. 38. BRICK ROAD 82 14/2 A+ 192.175 189.188 381.362 192.89 188.92 381.81 38. 38. 76. 38. 83 14/3 A+ 19.812 189.471 38.284 191.8 189.298 38.377 38. 38. 76. 38. 84 14/4 A+ 19.529 197.316 387.844 19.72 199.721 39.423 38. 38. 76. 38. 85 14/5 A+ 182.684 192.123 374.88 18.279 189.534 369.813 38. 4. 78. 4. NALA 86 14/6 A+ 27.877 195.34 43.216 21.466 194.517 44.984 4. 395.681 795.681 395.681 METAL ROAD 87 15/ 41D57'5" RT D+ 2695.681 2.341 186.523 386.865 21.164 185.38 386.544 395.681 38. 775.681 38. 88 15/1 A+ 193.477 189.627 383.14 194.62 189.55 384.125 38. 38. 76. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 5 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38. KATCHA ROAD,L.T (2) 89 15/2 A+ 19.373 189.943 38.316 19.495 189.925 38.42 38. 38. 76. 38. 9 15/3 A+ 19.57 165.797 355.854 19.75 164.415 354.491 38. 34. 72. 34. CANEL,METAL ROAD 91 15/4 A+ 174.23 183.487 357.69 175.585 184.633 36.218 34. 36. 7. 36. 92 15/5 A+ 176.513 18.4 356.517 175.367 18.5 355.372 36. 36. 72. 36. 93 15/6 A+ 179.996 182.494 362.49 179.995 183.314 363.39 36. 36. 72. 36. 94 15/7 A+ 177.56 18.22 357.528 176.686 18.3 356.716 36. 36. 72. 36. KHILNAI NADI 95 15/8 A+ 179.978 178.311 358.289 179.97 177.756 357.726 36. 36. 72. 36. 96 15/9 A+ 181.689 178.71 36.389 182.244 178.273 36.518 36. 36. 72. 36. 97 15/1 A+ 181.299 191.318 372.618 181.727 191.883 373.69 36. 379.22 739.22 379.22 KATCHA ROAD, 98 16/ 35D11'59" LT D+ 419.22 187.884 153.24 341.88 187.319 154.258 341.577 379.22 3. 679.22 3. 99 16/1 A+ 146.796 149.61 295.857 145.742 148.752 294.494 3. 3. 6. 3. 11 K.V, METAL ROAD. 1 16/2 A+ 15.939 15.58 3.998 151.248 15.78 31.326 3. 3. 6. 3. METAL ROAD, 11 K.V. 11 16/3 A+ 149.942 146.72 296.661 149.922 145.3 295.222 3. 32.8 62.8 32.8 12 17/ 14D2'56' LT B+ 122.8 155.36 188.878 344.238 156.78 185.221 342.2 32.8 4. 72.8 4. KATCHA ROAD. 13 17/1 A+3 211.122 21.118 421.24 214.779 213.444 428.223 4. 4. 8. 4. 11 K.V. 14 17/2 A+ 189.882 191.823 381.75 186.556 189.135 375.691 4. 4. 8. 4. 11.K.V. 15 17/3 A+3 28.177 27.789 415.966 21.865 21.35 421.214 4. 4. 8. 4. 16 17/4 A+ 192.211 196.694 388.95 189.65 195.67 385.257 4. 4. 8. 4. METAL ROAD. 17 17/5 A+ 23.36 187.97 391.213 24.393 183.931 388.325 4. 4. 8. 4. 18 17/6 A+3 212.93 29.73 421.166 216.69 212.56 428.125 4. 4. 8. 4. METAL ROAD. 19 17/7 A+ 19.927 191.767 382.694 187.944 192.348 38.292 4. 38. 78. 38. 11 17/8 A+ 188.233 22.194 39.427 187.652 22.915 39.568 38. 4. 78. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 6 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. KATCHA ROAD. 111 17/9 A+ 197.86 191.568 389.374 197.85 189.154 386.239 4. 397.824 797.824 397.824 112 18/ 55D16'16" RT D+ 3977.82 26.256 19.48 396.663 28.67 187.254 395.924 397.824 4. 797.824 4. METAL ROAD. 113 18/1 A+3 29.592 28.99 417.691 212.746 21.762 423.57 4. 4. 8. 4. 114 18/2 A+ 191.91 21.314 393.215 189.238 21.747 39.985 4. 4. 8. 4. 11 K.V. (2) METAL ROAD. 115 18/3 A+ 198.686 187.321 386.7 198.253 186.441 384.694 4. 38. 78. 38. 116 18/4 A+ 192.679 2.195 392.874 193.559 2.26 393.819 38. 4. 78. 4. 117 18/5 A+ 199.85 21.331 41.136 199.74 21.769 41.59 4. 4. 8. 4. METAL ROAD. 118 18/6 A+ 198.669 21.45 4.74 198.231 21.868 4.99 4. 4. 8. 4. 119 18/7 A+ 198.595 189.845 388.439 198.132 186.56 384.639 4. 4. 8. 4. 12 18/8 A+3 21.155 26.272 416.427 213.494 28.334 421.828 4. 4. 8. 4. KATCHA ROAD. 121 18/9 A+ 193.728 165.189 358.917 191.666 157.397 349.63 4. 377.784 777.784 377.784 122 19/ 21D55'18" LT C+ 3957.784 212.595 182.273 394.868 22.387 183.2 43.48 377.784 36. 737.784 36. METAL ROAD. 123 19/1 A+ 177.727 179.884 357.611 176.98 179.846 356.825 36. 36. 72. 36. 124 19/2 A+ 18.116 182.183 362.299 18.154 182.91 363.55 36. 36. 72. 36. 125 19/3 A+ 177.817 181.416 359.232 177.99 181.881 358.98 36. 36. 72. 36. 126 19/4 A+ 178.584 176.914 355.499 178.119 175.9 354.19 36. 36. 72. 36. 127 19/5 A+ 183.86 18.974 364.59 184.1 181.294 365.394 36. 36. 72. 36. KATCHA ROAD. 128 19/6 A+ 179.26 18.6 359.86 178.76 18.8 358.786 36. 36. 72. 36. 129 19/7 A+ 179.94 181.247 361.187 179.92 181.657 361.577 36. 36. 72. 36. 13 19/8 A+ 178.753 188.982 367.735 178.343 185.36 363.73 36. 4. 76. 4. METAL ROAD. 131 19/9 A+3 211.18 17.715 381.733 214.64 171.331 385.971 4. 337.686 737.686 337.686 33 K.V. 11 K.V. KATCHA ROAD. 132 2/ 22D24'39" RT C+3 3617.686 166.971 81.357 248.327 166.355 7.1 236.365 337.686 231.744 569.43 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 7 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 231.744 132 K.V. 11 K.V. 133 21/ 36D'8" LT D+9 231.744 15.387 222.523 372.91 161.734 233.215 394.949 231.744 38. 611.744 38. 134 21/1 A+ 157.477 191.29 348.56 146.785 191.367 338.152 38. 38. 76. 38. 135 21/2 A+ 188.971 189.592 378.563 188.633 189.458 378.91 38. 38. 76. 38. 136 21/3 A+ 19.48 191.483 381.891 19.542 191.971 382.513 38. 38. 76. 38. 137 21/4 A+ 188.517 19.94 379.457 188.29 191.249 379.279 38. 38. 76. 38. 138 21/5 A+ 189.6 178.745 367.85 188.751 178.333 367.84 38. 36. 74. 36. 11 K.V. 139 21/6 A+ 181.255 199.181 38.436 181.667 198.912 38.579 36. 4. 76. 4. METAL ROAD. 14 21/7 A+ 2.819 19.766 391.585 21.88 191.18 392.17 4. 38. 78. 38. 141 21/8 A+ 189.234 2.711 389.945 188.982 2.945 389.927 38. 4. 78. 4. 142 21/9 A+ 199.289 192.76 391.365 199.55 192.13 391.68 4. 384.53 784.53 384.53 143 22/ 18D32'35" LT C+ 3824.53 192.454 188.571 381.25 192.517 184.814 377.33 384.53 4. 784.53 4. 144 22/1 A+3 211.429 211.25 422.454 215.186 214.649 429.835 4. 4. 8. 4. 145 22/2 A+ 188.975 19.192 379.167 185.351 186.968 372.319 4. 4. 8. 4. 146 22/3 A+3 29.88 29.69 419.417 213.32 212.768 425.8 4. 4. 8. 4. 11 K.V. 147 22/4 A+ 19.391 189.771 38.162 187.232 186.48 373.64 4. 4. 8. 4. 148 22/5 A+3 21.229 29.414 419.643 213.592 212.58 426.1 4. 4. 8. 4. 11 K.V. 149 22/6 A+ 19.586 189.511 38.98 187.492 186.63 373.555 4. 4. 8. 4. 15 22/7 A+3 21.489 211.173 421.662 213.937 214.846 428.783 4. 4. 8. 4. 151 22/8 A+ 188.827 192.664 381.491 185.154 192.898 378.51 4. 383.91 783.91 383.91 METAL ROAD. 152 23/ 2D23'" RT C+ 3583.91 191.246 18.633 371.879 191.12 18.841 371.853 383.91 36. 743.91 36. 153 23/1 A+ 179.367 177.989 357.356 179.159 177.328 356.487 36. 36. 72. 36. 154 23/2 A+ 182.11 179.139 361.15 182.672 178.856 361.528 36. 36. 72. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 8 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 36. 155 23/3 A+ 18.861 179.131 359.993 181.144 178.846 359.99 36. 36. 72. 36. 156 23/4 A+ 18.869 178.839 359.78 181.154 178.457 359.612 36. 36. 72. 36. 157 23/5 A+ 181.161 177.671 358.832 181.543 176.95 358.447 36. 36. 72. 36. METAL ROAD. 158 23/6 A+ 182.329 184.179 366.59 183.95 184.15 367.245 36. 368.534 728.534 368.534 159 24/ 6D32'55" RT B+ 2528.534 184.355 15.626 289.981 184.384 16.115 29.499 368.534 28.274 576.88 28.274 132 KV. 16 25/ 27D41'5" RT C+ 28.274 12.648 181.865 284.513 12.159 182.478 284.637 28.274 36. 568.274 36. METAL ROAD. 161 25/1 A+ 178.135 177.746 355.881 177.522 177.4 354.526 36. 36. 72. 36. 162 25/2 A+ 182.254 193.874 376.129 182.996 195.148 378.143 36. 38. 74. 38. 33 K.V. METAL ROAD. 163 25/3 A+ 186.126 173.94 359.22 184.852 173.853 358.75 38. 341.57 721.57 341.57 164 26/ 4D28'52" LT D+ 1441.57 168.476 193.41 361.877 167.717 191.231 358.948 341.57 4. 741.57 4. 165 26/1 A+3 26.599 2.725 47.324 28.769 2.963 49.732 4. 4. 8. 4. 166 26/2 A+3 199.275 211.753 411.28 199.37 215.616 414.653 4. 4. 8. 4. 167 26/3 A+ 188.247 19.725 378.972 184.384 187.675 372.59 4. 4. 8. 4. 168 26/4 A+3 29.275 21.765 42.41 212.325 214.34 426.629 4. 4. 8. 4. 169 26/5 A+ 189.235 192.288 381.523 185.696 189.753 375.449 4. 4. 8. 4. 17 26/6 A+3 27.712 27.937 415.649 21.247 21.547 42.793 4. 4. 8. 4. 171 26/7 A+ 192.63 19.984 383.47 189.453 188.2 377.473 4. 4. 8. 4. KATCHA ROAD. 172 26/8 A+3 29.16 21.428 419.444 211.98 213.856 425.836 4. 4. 8. 4. 173 26/9 A+ 189.572 193.96 383.478 186.144 194.21 38.354 4. 385.96 785.96 385.96 174 27/ 6D19'5" RT B+ 3985.96 192.54 181.356 373.41 191.75 181.81 373.551 385.96 36. 745.96 36. 175 27/1 A+ 178.644 181.951 36.595 178.199 182.593 36.791 36. 36. 72. 36. 176 27/2 A+ 178.49 177.457 355.56 177.47 176.621 354.29 36. 36. 72. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 9 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 36. METAL ROAD. 177 27/3 A+ 182.543 18.322 362.865 183.379 18.428 363.87 36. 36. 72. 36. 178 27/4 A+ 179.678 182.386 362.63 179.572 183.17 362.742 36. 36. 72. 36. 11 K.V. 179 27/5 A+ 177.614 191.24 368.855 176.83 188.361 365.191 36. 4. 76. 4. 18 27/6 A+3 28.76 198.135 46.895 211.639 2.81 412.449 4. 38. 78. 38. 181 27/7 A+ 181.865 198.49 38.274 179.19 198.219 377.49 38. 397.977 777.977 397.977 METAL ROAD 182 28/ 14D55'51" LT B+ 2977.977 199.568 186.951 386.518 199.758 183.139 382.897 397.977 397.9 795.67 397.9 183 29/ 26D29'45" RT C+3 397.9 21.139 29.811 419.951 213.951 213.37 426.988 397.9 4. 797.9 4. 184 29/1 A+ 19.189 169.718 359.97 186.963 169.626 356.589 4. 34. 74. 34. LOWER GANGA CANEL, METAL ROAD 185 29/2 A+ 17.282 193.121 363.42 17.374 19.859 361.234 34. 4. 74. 4. KATCHA ROAD. 186 29/3 A+3 26.879 27.895 414.774 29.141 211.713 42.854 4. 392.56 792.56 392.56 187 3/ 26D5'45" LT C+ 1532.56 184.665 193.674 378.339 18.847 191.594 372.441 392.56 4. 792.56 4. 188 3/1 A+3 26.326 21.553 416.879 28.46 214.22 422.428 4. 4. 8. 4. 189 3/2 A+ 189.447 19.64 38.88 185.978 187.563 373.541 4. 4. 8. 4. 19 3/3 A+3 29.36 21.462 419.821 212.437 213.91 426.338 4. 4. 8. 4. 191 3/4 A+ 189.538 189.4 378.938 186.99 185.915 372.14 4. 4. 8. METAL ROAD. 4. METAL ROAD. 192 3/5 A+3 21.6 211.163 421.763 214.85 214.833 428.917 4. 4. 8. 4. 193 3/6 A+ 188.837 19.559 379.396 185.167 19.743 375.91 4. 38. 78. 38. 194 3/7 A+ 189.441 19.53 379.971 189.257 187.417 376.674 38. 4. 78. 4. 195 3/8 A+3 29.47 2.344 49.813 212.583 2.457 413.39 4. 4. 8. 4. KATCHA ROAD. 196 3/9 A+3 199.656 21.511 41.167 199.543 213.844 413.387 4. 4.742 8.742 4.742 METAL ROAD. 197 31/ 7D37'58" RT B+ 398.742 19.231 19.674 38.95 186.898 187.68 374.56 4.742 4. 8.742 4. 198 31/1 A+3 29.326 21.624 419.95 212.392 214.116 426.58 4. 4. 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 1 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. 11 K.V. 199 31/2 A+ 189.376 19.839 38.216 185.884 187.828 373.711 4. 4. 8. 4. 11 K.V. 2 31/3 A+3 29.161 211.79 42.239 212.172 214.721 426.893 4. 4. 8. 4. 21 31/4 A+ 188.921 187.924 376.845 185.279 183.954 369.233 4. 4. 8. 4. 22 31/5 A+3 212.76 212.73 424.86 216.46 216.915 432.961 4. 4. 8. 4. METAL ROAD. 23 31/6 A+ 187.27 191.355 378.625 183.85 188.513 371.598 4. 4. 8. 4. 24 31/7 A+3 28.645 211.143 419.788 211.487 214.86 426.293 4. 4. 8. 4. POND. 25 31/8 A+ 188.857 189.515 378.372 185.194 186.68 371.262 4. 4. 8. 4. 26 31/9 A+3 21.485 195.282 45.767 213.932 195.237 49.169 4. 39.84 79.84 39.84 27 32/ 1D51'9" LT B+3 399.84 195.558 185.69 381.248 195.63 19.849 386.452 39.84 34. 73.84 34. METAL ROAD (2) 28 32/1 A+ 154.31 173.22 327.529 149.151 174.278 323.43 34. 34. 68. 34. NALA 29 32/2 A+ 166.78 173.24 34.21 165.722 171.18 336.74 34. 36. 7. 36. POND. 21 32/3 A+ 186.76 178.158 364.917 188.982 177.552 366.534 36. 36. 72. 36. 211 32/4 A+ 181.842 18.27 362.112 182.448 18.358 362.86 36. 36. 72. 36. 212 32/5 A+ 179.73 175.83 354.813 179.642 173.466 353.18 36. 36. 72. 36. 213 32/6 A+ 184.917 178.686 363.63 186.534 178.253 364.787 36. 36. 72. 36. 214 32/7 A+ 181.314 179.697 361.11 181.747 179.597 361.344 36. 36. 72. 36. 215 32/8 A+ 18.33 181.535 361.839 18.43 182.4 362.443 36. 36. 72. 36. METAL ROAD,11 K.V. 216 32/9 A+ 178.465 176.465 354.929 177.96 175.33 353.262 36. 36. 72. 36. 217 32/1 A+ 183.535 183.44 366.975 184.697 182.817 367.514 36. 37.67 73.67 37.67 218 33/ 8D23'33" LT B+ 393.67 187.23 188.762 375.992 187.853 188.355 376.28 37.67 38. 75.67 38. 33 K.V. 11 K.V. METAL ROAD. 219 33/1 A+ 191.238 187.428 378.666 191.645 186.582 378.227 38. 38. 76. 38. CANEL, KATCHA ROAD, 22 33/2 A+ 192.572 188.538 381.11 193.418 188.58 381.476 38. 38. 76. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 11 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38. METAL ROAD. 221 33/3 A+ 191.462 189.46 38.57 191.942 188.732 38.674 38. 38. 76. 38. METAL ROAD. 222 33/4 A+ 19.954 192.668 383.622 191.268 193.545 384.813 38. 38. 76. 38. 223 33/5 A+ 187.332 189.16 376.438 186.455 188.812 375.267 38. 38. 76. 38. 224 33/6 A+ 19.894 191.38 382.274 191.188 191.834 383.22 38. 38. 76. 38. 225 33/7 A+ 188.62 184.551 373.17 188.166 182.759 37.925 38. 38. 76. 38. 226 33/8 A+ 195.449 187.54 382.54 197.241 188.829 386.7 38. 363.31 743.31 363.31 KATCHA ROAD. 227 34/ 3D3'12" LT B+ 343.31 176.256 189.581 365.837 174.481 189.444 363.925 363.31 38. 743.31 38. 228 34/1 A+ 19.419 187.949 378.368 19.556 187.275 377.831 38. 38. 76. 38. 229 34/2 A+ 192.51 189.7 381.121 192.725 188.765 381.49 38. 38. 76. 38. 23 34/3 A+ 19.93 19.66 381.589 191.235 19.877 382.112 38. 38. 76. 38. 33 K.V. LOWER GANGA CANEL, ROAD 231 34/4 A+ 189.34 187.921 377.261 189.123 187.238 376.361 38. 38. 76. 38. 232 34/5 A+ 192.79 187.453 379.532 192.762 186.615 379.378 38. 38. 76. 38. 233 34/6 A+ 192.79 199.441 391.52 192.762 199.257 392.19 38. 4. 78. 4. 234 34/7 A+ 2.559 189.97 389.656 2.743 185.512 386.256 4. 4. 8. 4. METAL ROAD, LT LINE. 235 34/8 A+3 21.93 218.98 429.811 214.488 225.124 439.612 4. 4. 8. 4. 236 34/9 A+ 181.92 19.371 371.463 174.876 189.641 364.517 4. 385.18 785.18 385.18 237 35/ 6D1'56" RT B+ 3865.18 194.89 21.924 396.733 195.539 25.844 41.383 385.18 38. 765.18 38. 238 35/1 A+ 178.76 198.7 376.83 174.156 2.64 374.796 38. 38. 76. 38. 239 35/2 A+ 181.993 192.884 374.877 179.36 193.833 373.193 38. 38. 76. 38. 24 35/3 A+ 187.116 193.867 38.983 186.167 195.138 381.36 38. 38. 76. 38. 241 35/4 A+ 186.133 191.515 377.648 184.862 192.13 376.875 38. 38. 76. 38. 242 35/5 A+ 188.485 188.79 377.275 187.987 188.392 376.38 38. 38. 76. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 12 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38. METAL ROAD. 243 35/6 A+ 191.21 19.227 381.437 191.68 19.32 381.99 38. 38. 76. 38. 244 35/7 A+ 189.773 179.613 369.386 189.698 181.526 371.224 38. 347.59 727.59 347.59 245 36/ 5D52'54" RT B+ 37.59 167.977 182.15 349.992 166.64 182.677 348.742 347.59 36. 77.59 36. 246 36/1 A+ 177.985 179.442 357.427 177.323 179.259 356.581 36. 36. 72. 36. 247 36/2 A+ 18.558 173.24 353.798 18.741 171.18 351.76 36. 36. 72. 36. 248 36/3 A+ 186.76 166.95 352.855 188.982 168.58 357.562 36. 317.7 677.7 317.7 METAL ROAD. 249 37/ 5D36'22" LT B+ 1397.7 15.975 153.926 34.91 148.49 154.735 33.225 317.7 32.93 62. 32.93 25 37/1 A+ 149.4 172.443 321.446 148.195 173.246 321.44 32.93 34. 642.93 34. POND, ROAD, CANEL. 251 37/2 A+ 167.557 149.717 317.274 166.754 149.624 316.378 34. 3. 64. 3. 252 37/3 A+ 15.283 134.159 284.442 15.376 132.934 283.31 3. 275.768 575.768 275.768 253 38/ 5D45'44" LT B+ 1218.7 141.69 188.463 33.72 142.834 184.67 327.54 275.768 4. 675.768 4. 254 38/1 A+3 211.537 2.19 411.556 215.33 23.313 418.643 4. 38. 78. 38. CANEL. 255 38/2 A+ 179.981 19.16 37.141 176.687 19.212 366.899 38. 38. 76. 38. 256 38/3 A+ 189.84 188.943 378.783 189.788 188.595 378.383 38. 38. 76. 38. 257 38/4 A+ 191.57 189.482 38.539 191.45 189.312 38.717 38. 38. 76. 38. METAL ROAD. 258 38/5 A+ 19.518 17.75 36.593 19.688 17.1 36.788 38. 34. 72. 34. 259 38/6 A+ 169.925 185.345 355.27 169.9 183.815 353.715 34. 38. 72. 38. METAL ROAD, 11 K.V. 26 38/7 A+ 194.655 176.962 371.617 196.185 177.272 373.457 38. 352.4 732.4 352.4 261 39/ D48'3" RT B+ 2992.4 175.78 188.2 363.278 174.768 184.321 359.89 352.4 4. 752.4 4. 262 39/1 A+3 211.8 213.52 425.32 215.679 217.941 433.62 4. 4. 8. 4. METAL ROAD, 263 39/2 A+3 186.498 23.933 39.431 182.59 25.226 387.286 4. 4. 8. 4. CANEL. 264 39/3 A+ 196.67 25.531 41.598 194.774 27.349 42.123 4. 4. 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 13 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. CANEL. 265 39/4 A+ 194.469 159.714 354.183 192.651 156.333 348.984 4. 34. 74. 34. 266 39/5 A+ 18.286 176.961 357.246 183.667 174.537 358.24 34. 368.666 78.666 368.666 267 4/ 1D22'57" RT B+ 238.666 191.75 184.125 375.831 194.129 178.97 373.35 368.666 4. 768.666 4. METAL ROAD. 268 4/1 A+ 215.875 176.869 392.743 221.93 169.264 39.358 4. 4. 8. 4. 269 4/2 A+3 223.131 2.158 423.29 23.736 2.21 43.946 4. 4. 8. 4. 27 4/3 A+ 199.842 188.841 388.682 199.79 185.172 384.961 4. 4. 8. 4. 271 4/4 A+3 211.159 23.13 414.173 214.828 24.4 418.832 4. 4. 8. 4. 272 4/5 A+ 196.987 193.7 39.57 195.996 19.792 386.789 4. 4. 8. 4. METAL ROAD (2), CANEL, 273 4/6 A+3 26.93 29.97 416.899 29.28 213.247 422.455 4. 4. 8. 4. CANEL. 274 4/7 A+ 19.3 193.642 383.672 186.753 193.781 38.534 4. 386.44 786.44 386.44 275 41/ 12D18'17" LT B+ 3186.44 192.798 168.791 361.588 192.659 168.393 361.52 386.44 34 726.44 34 ROAD 276 41/1 A+ 171.29 183.516 354.7259 171.67 184.6725 356.27949 34 36 7 36 ROAD 277 41/2 A+ 176.484 162.532 339.156 175.3275 163.3644 338.69192 36 32 68 32 278 41/3 A+ 157.468 195.872 353.3396 156.6356 197.819 354.4375 32 38 7 38 279 41/4 A+ 184.128 156.86 34.9881 182.1981 151.1246 333.32268 38 348.61 728.61 348.61 28 42/ 26D'13" LT C+6 1748.61 191.75 34.626 226.3763 197.4854 9.392245 26.87763 348.61 222.766 571.376 222.766. ROAD, 4KV S/C T.L 281 43/ 19D1'4" RT C+18 222.766 188.14 246.925 435.646 213.3738 265.6387 479.1242 222.766 38 62.766 38 282 43/1 A+ 133.75 184.735 317.814 114.3613 183.42 297.36553 38 38 76 38 283 43/2 A+ 195.265 189.99 384.3638 196.9958 188.826 385.79841 38 38 76 38 NALA 284 43/3 A+ 19.91 181.344 372.2455 191.1974 181.2541 372.45145 38 363.238 743.238 363.238 11 KV LINE,POND 285 44/ 24D46'44" RT C+ 153.238 181.894 21.163 383.56 181.9839 21.545 383.529 363.238 4 763.238 4 286 44/1 A+ 198.837 188.827 387.664 198.455 185.154 383.69 4 4 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 14 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4 ROAD 287 44/2 A+3 211.173 21.624 421.797 214.846 214.116 428.962 4 4 8. 4 288 44/3 A+ 189.376 188.642 378.18 185.884 184.98 37.792 4 4 8. 4 289 44/4 A+ 211.358 27. 418.359 215.92 29.32 424.394 4 4 8. 4 29 44/5 A+ 193. 189.13 382.13 19.698 185.557 376.255 4 4 8. 4 291 44/6 A+3 21.87 21.334 421.23 214.443 213.731 428.174 4 4 8. 4 292 44/7 A+ 189.666 194.425 384.91 186.269 193.414 379.683 4 395 795. 395 293 44/8 A+ 2.575 194.323 394.898 21.586 193.939 395.525 395 39.984 785.984 39.984 294 45/ 11d55'2" LT B+ 3585.984 196.661 196.322 392.983 197.45 196.1 393.145 39.984 394 784.984 394 295 45/1 A+ 197.678 181.144 378.821 197.9 18.533 378.433 394 366 76. 366 296 45/2 A+ 184.856 179.944 364.8 185.467 179.925 365.392 366 36 726. 36 297 45/3 A+ 18.56 188.56 368.616 18.75 188.86 368.161 36 38 74. 38 298 45/4 A+ 191.44 183.9 375.341 191.914 184.32 375.946 38 367 747. 367 299 45/5 A+ 183.1 184.149 367.249 182.968 184.155 367.123 367 368.2618 735.262 368.2618 3 45/6 A+ 184.113 178.195 362.38 184.17 177.62 361.78 368.2618 36 728.262 36 ROAD 31 45/7 A+ 181.85 189.326 371.131 182.398 189.14 371.53 36 38 74. 38 32 45/8 B+ 19.674 178.899 369.573 19.896 178.537 369.433 38 36 74. 36 33 45/9 A+ 181.11 178.143 359.244 181.463 177.532 358.995 36 36 72. 36 34 45/1 A+ 181.857 19.121 371.978 182.468 19.16 372.628 36 38 74. 38 35 45/11 A+ 189.879 181.872 371.752 26.452 182.488 442.94 38 36 74. 36 ROAD 36 45/12 A+ 178.128 188.45 366.173 177.512 187.42 364.914 36 38 74. 38 37 45/13 A+ 191.955 181.18 373.63 192.598 181.473 374.7 38 36 74. 36 ROAD 38 45/14 A+ 178.892 184.1 362.91 178.527 183.83 362.33 36 369.275 729.275 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 15 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 369.275 39 46/ 25d2'56" RT C+ 5549.274 185.265 199.211 384.477 185.472 198.952 384.424 369.275 4 769.275 4 31 46/1 A+ 2.789 19.18 39.896 21.48 186.856 387.94 4 4 8. 4 311 46/2 A+3 29.892 21.543 42.435 213.144 214.9 427.153 4 4 8. 4 312 46/3 A+ 189.457 189.617 379.74 185.991 189.491 375.482 4 38 78. 38 313 46/4 A+ 19.383 187.17 377.4 19.59 182.749 373.258 38 4 78. 4 314 46/5 A+ 212.983 28.814 421.797 217.251 211.711 428.962 4 4 8. 4 315 46/6 A+ 191.186 19.361 381.547 188.289 187.192 375.48 4 4 8. 4 11 KV 316 46/7 A+3 29.639 23.262 412.91 212.88 25.978 418.786 4 39 79. 39 ROAD 317 46/8 A+ 186.738 193.57 38.245 184.22 193.16 377.38 39 39 78. 39 ROAD,11 KV 318 46/9 A+ 196.493 197.483 393.976 196.984 197.795 394.78 39 393.66 783.66 393.66 ROAD 319 47/ 9d28'37" LT B+ 3953.66 195.583 177.173 372.756 195.271 176.243 371.514 393.66 36 753.66 36 32 47/1 A+ 182.827 168.228 351.55 183.757 167.645 351.42 36 34 7. 34 33 KV 321 47/2 A+ 171.772 183.37 354.81 172.355 184.36 356.391 34 36 7. 36 ROAD 322 47/3 A+ 176.963 171.332 348.295 175.964 171.77 347.735 36 34 7. 34 323 47/4 A+ 168.668 18.4 348.671 168.23 18.5 348.235 34 36 7. 36 324 47/5 A+ 179.996 169.294 349.29 179.995 169.62 349.57 36 34 7. 34 325 47/6 A+ 17.76 184.87 355.512 17.938 185.76 356.14 34 367.972 77.972 367.972 326 48/ 7d45'37" RT B+ 2467.972 183.165 87.984 271.149 182.896 82.338 265.234 367.972 21.314 578.286 21.314 15761.873 132 KV 327 49/ 4d22'24" LT B+3 21.314 122.33 21.525 332.855 127.976 215.628 343.64 21.314 39 6.314 39 15761.873 328 49/1 A+ 179.475 192.457 371.933 174.372 192.363 366.735 39 385.488 775.488 385.488 329 49/2 A+ 193.31 193.122 386.152 193.125 193.46 386.531 385.488 384.511 769.999 384.511 33 49/3 A+ 191.389 186.676 378.65 191.15 185.583 376.688 384.511 38 764.511 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 16 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38 331 49/4 A+ 193.324 193.3 386.354 194.417 192.382 386.799 38 39 77. 39 332 49/5 A+ 196.97 194.195 391.165 197.618 193.93 391.548 39 39 78. 39 333 49/6 A+ 94.446 188.38 282.484 196.7 187.393 383.463 39 38 77. 38 ROAD 334 49/7 A+ 25.84 195.61 392.571 172.446 194.988 367.434 38 39.563 77.563 39.563 335 49/8 A+ 23.27 183.585 45.827 97.814 179.936 277.75 39.563 389.372 779.935 389.372 ROAD 336 49/9 A+ 23.171 198.483 46.614 83.773 21.272 285.45 389.372 38 769.372 38 11 KV 337 49/1 A+ 168.32 191.287 329.259 76.27 189.589 265.859 38 392.92 772.92 392.92 ROAD,11 KV,LT LINE 338 5/ 17d42'22" LT C+ 4252.92 168.13 184.97 326.344 89.17 186.63 275.774 392.92 36 752.92 36 LT LINE,11 KV 339 5/1 A+ 175.3 165.81 34.831 173.397 164.42 337.817 36 34 7. 34 ROAD ( 2 ) 34 5/2 A+ 174.199 163.89 338.8 175.58 164.26 339.66 34 326.296 666.296 326.296 341 51/ 7d45'8' LT B+ 126.296 162.487 186.232 348.719 162.27 181.76 343.975 326.296 4 726.296 4 11 KV, POND 342 51/1 A+ 213.768 21.7 423.775 218.294 213.297 431.591 4 4 8. 4 ROAD 343 51/2 A+ 189.993 19.543 38.536 186.73 187.433 374.137 4 4 8. 4 344 51/3 A+ 29.457 213.796 423.253 212.567 217.564 43.13 4 44.671 84.671 44.671 345 52/ 2d3'42" RT C+ 164.671 19.875 19.14 38.889 187.17 19.19 377.126 44.671 38 784.671 38 346 52/1 A+ 189.986 188.826 378.811 189.981 188.44 378.421 38 38 76. 38 347 52/2 A+ 191.174 181.94 373.114 191.56 182.578 374.138 38 36 74. 36 ROAD 348 52/3 A+ 178.6 193.253 371.313 177.422 194.323 371.745 36 38 74. 38 349 52/4 A+ 186.747 189.312 376.58 185.677 189.85 374.763 38 38 76. 38 ROAD 35 52/5 A+ 19.688 179.648 37.336 19.915 179.532 37.447 38 36 74. 36 351 52/6 B+ 18.352 189.259 369.611 18.468 189.15 369.482 36 38 74. 38 352 52/7 A+ 19.741 187.673 378.414 19.985 186.98 377.893 38 38 76. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 17 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38 353 52/8 A+ 192.327 178.289 37.616 193.92 177.726 37.818 38 36 74. 36 11 KV 354 52/9 A+ 181.711 188.623 37.335 182.274 188.171 37.445 36 38 74. 38 11 KV,ROAD 355 52/1 A+ 191.377 178.217 369.594 191.829 177.631 369.46 38 36 74. 36 ROAD,LT LINE 356 52/11 A+ 181.783 19.6 372.382 182.369 19.797 373.165 36 38 74. 38 ROAD, 11KV 357 52/12 A+ 189.4 191.347 38.747 189.23 191.521 38.724 38 381.634 761.634 381.634 358 53/ 9d5'11' RT B+ 4861.634 19.287 195.747 386.34 19.113 195.992 386.15 381.634 39 771.634 39 359 53/1 A+ 194.253 194.758 389.11 194.8 194.678 388.686 39 39 78. 39 11 KV, CANEL 36 53/2 A+ 195.242 193.572 388.814 195.322 193.13 388.425 39 39 78. 39 361 53/3 A+ 196.428 193.261 389.689 196.897 192.69 389.587 39 39 78. 39 362 53/4 A+ 196.739 193.735 39.474 197.31 193.319 39.629 39 39 78. 39 363 53/5 A+ 196.265 195.446 391.711 196.681 195.593 392.274 39 39 78. 39 364 53/6 A+ 194.554 173.868 368.422 194.47 166.921 361.329 39 39 78. 39 ROAD, 11KV 365 53/7 A+6 216.132 213.771 429.92 223.79 219.942 443.2 39 39 78. 39 366 53/8 A+ 176.229 186.637 362.866 17.58 185.531 355.589 39 38 77. 38 11 KV 367 53/9 A+ 193.363 182.173 375.536 194.469 181.25 375.719 38 369.957 749.957 369.957 368 54/ 15d4'22" RT C+ 3869.957 187.784 182.753 37.537 188.77 183.657 372.364 369.957 36 729.957 36 ROAD, LT LINE (2) 369 54/1 A+ 177.247 17.591 347.838 176.343 17.785 347.128 36 34 7. 34 37 54/2 A+ 169.49 179.277 348.686 169.215 179.4 348.255 34 36 7. 36 371 54/3 A+ 18.723 165.595 346.317 18.96 164.146 345.17 36 34 7. 34 ROAD 372 54/4 A+ 174.45 177.839 352.245 175.854 177.129 352.982 34 36 7. 36 ROAD 373 54/5 A+ 182.161 175.757 357.918 182.871 177.65 36.521 36 34 7. 34 374 54/6 A+ 164.243 181.116 345.359 162.35 181.483 343.833 34 36 7. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 18 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 36 375 54/7 A+ 178.884 175.587 354.471 178.517 174.167 352.684 36 359.814 719.814 359.814 376 55/ 16d8'46' LT C+ 2819.814 184.227 188.886 373.113 185.647 188.52 374.167 359.814 38 739.814 38 ROAD 377 55/1 A+ 191.114 194.864 385.978 191.48 196.463 387.943 38 38 76. 38 378 55/2 A+ 185.136 188.361 373.497 183.537 187.822 371.359 38 38 76. 38 379 55/3 A+ 191.639 188.932 38.571 192.178 188.581 38.759 38 38 76. 38 38 55/4 A+ 191.68 19.373 381.44 191.419 19.495 381.914 38 38 76. 38 381 55/5 A+ 189.627 187.839 377.467 189.55 187.129 376.634 38 38 76. 38 382 55/6 B+ 192.161 139.427 331.588 192.871 139.239 332.11 38 28 66. 28 ROAD 383 55/7 A+3 14.573 189.468 33.41 14.761 189.293 33.54 28 38 66. 38 11 KV 384 55/8 A+ 19.532 177.948 368.48 19.77 177.273 367.98 38 36 74. 36 11 KV, ROAD 385 55/9 A+ 182.52 19.5 372.552 182.727 19.665 373.392 36 38 74. 38 386 55/1 A+ 189.5 186.42 375.92 189.335 185.243 374.579 38 38 76. 38 ROAD 387 55/11 A+ 193.58 192.647 386.227 194.757 191.877 386.633 38 389.982 769.982 389.982 388 55/12 A+ 197.335 19.166 387.51 198.15 19.469 388.574 389.982 378.495 768.477 378.495 389 56/ 4d52'51" LT B+ 4828.477 188.329 189.564 377.892 188.26 189.42 377.447 378.495 38 758.495 38 ROAD 39 56/1 A+ 19.436 19.78 38.514 19.58 19.14 38.684 38 38 76. 38 391 56/2 A+ 189.922 178.465 368.387 189.896 177.96 367.856 38 36 74. 36 392 56/3 A+ 181.535 185.77 367.243 182.4 184.296 366.336 36 38 74. 38 393 56/4 A+ 194.293 188.485 382.778 195.74 187.987 383.691 38 38 76. 38 394 56/5 A+ 191.515 18.625 372.14 192.13 18.831 372.844 38 36 74. 36 395 56/6 A+ 179.375 169.91 348.466 179.169 165.55 344.674 36 36 72. 36 ROAD 396 56/7 B+ 19.99 22.36 393.269 194.495 24.779 399.274 36 39 75. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 19 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 39 397 56/8 A+ 187.64 184.858 372.498 185.221 184.811 37.32 39 37 76. 37 398 56/9 A+ 185.142 182.11 367.243 185.189 182.792 367.98 37 36 73. 36 399 56/1 A+ 177.899 19.227 368.126 177.28 19.32 367.51 36 38 74. 38 11 KV, ROAD 4 56/11 A+ 189.773 176.57 366.343 189.698 175.442 365.14 38 36 74. 36 41 56/12 A+ 183.43 182.37 365.468 184.558 182.77 367.265 36 36 72. 36 42 56/13 A+ 177.963 187.118 365.81 177.293 186.567 363.86 36 377.593 737.593 377.593 NALA 43 57/ 13d3'8" LT B+ 5197.593 19.475 193.92 383.567 191.26 191.838 382.864 377.593 393.819 771.412 393.819 ROAD 44 57/1 A+ 2.727 177.276 378.2 21.981 172.77 374.58 393.819 386.18 779.999 386.18 45 57/2 A+ 28.94 216.87 424.991 214.13 221.376 435.479 386.18 4 786.18 4 11 KV, LT LINE 46 57/3 A+ 183.913 193.67 377.583 178.624 193.797 372.422 4 386.566 786.566 386.566 11 KV, ROAD 47 58/ 24d5'45" RT C+ 1566.565 192.896 183.37 375.933 192.769 184.36 376.84 386.566 36 746.566 36 11 KV, ROAD 48 58/1 A+ 176.963 163.846 34.89 175.964 161.823 337.787 36 34 7. 34 49 58/2 A+ 176.154 163.473 339.627 178.177 161.328 339.55 34 34 68. 34 LT LINE, ROAD 41 58/3 A+ 176.527 193.619 37.145 178.672 194.88 373.481 34 38 72. 38 ROAD, 11 KV 411 58/4 A+ 186.381 177.962 364.343 185.192 174.5 359.196 38 38 76. 38 ROAD 412 58/5 A+ 22.38 177.31 379.338 25.995 181.763 387.758 38 327.453 77.453 327.453 ROAD 413 59/ 7d17'5' RT B+ 2127.453 15.152 191.653 341.86 145.69 192.197 337.887 327.453 38 77.453 38 414 59/1 A+ 188.347 19.411 378.758 187.83 187.259 375.62 38 4 78. 4 11 KV 415 59/2 A+ 29.589 28.261 417.849 212.741 214.264 427.5 4 38 78. 38 416 59/3 A+ 171.739 189.26 36.765 165.736 185.418 351.154 38 4 78. 4 417 59/4 A+ 21.974 189.574 4.548 214.582 189.434 44.16 4 38 78. 38 11 KV, LT LINE (2) 418 59/5 A+3 19.426 192.858 383.284 19.566 19.51 381.76 38 4 78. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 2 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4 419 59/6 A+ 27.142 194.322 41.464 29.49 194.1 43.59 4 39 79. 39 NALA, ROAD 42 59/7 A+ 195.678 196.255 391.932 195.9 196.667 392.568 39 39 78. 39 ROAD 421 59/8 A+ 193.745 195.44 389.15 193.333 195.537 388.87 39 39 78. 39 ROAD 422 59/9 A+ 194.596 193.51 388.16 194.463 193.2 387.483 39 39 78. 39 423 59/1 A+ 196.49 194.614 391.14 196.98 195.361 392.34 39 384.686 774.686 384.686 424 6/ 11d43'26' LT B+ 4284.688 19.72 195.7 385.142 189.325 196.737 386.62 384.686 38 764.686 38 425 6/1 A+ 184.93 178.651 363.581 183.263 174.919 358.183 38 38 76. 38 ROAD 426 6/2 A+ 21.349 184.526 385.875 25.81 182.726 387.87 38 38 76. 38 ROAD 427 6/3 A+ 195.474 189.212 384.687 197.274 188.953 386.227 38 38 76. 38 ROAD 428 6/4 A+ 19.788 192.36 382.824 191.47 192.76 383.752 38 38 76. 38 ROAD, 11 KV 429 6/5 A+ 187.964 27.523 395.486 187.294 213.283 4.577 38 38 76. 38 ROAD 43 6/6 A+ 172.477 196.893 369.371 166.717 22.447 369.164 38 36 74. 36 ROAD, NALA 431 6/7 A+ 163.17 132.13 295.12 157.553 122.812 28.365 36 32 68. 32 432 6/8 A+ 187.987 193.795 381.782 197.188 191.755 388.943 32 4 72. 4 433 6/9 A+ 26.25 185.753 391.958 28.245 184.357 392.62 4 38 78. 38 ROAD, 11 KV 434 6/1 A+ 194.247 198.89 393.136 195.643 21.727 397.37 38 38.518 76.518 38.518 11 KV(2), ROAD 435 61/ 49d11'1" RT D+ 412 181.628 1.67 282.236 178.791 94.45 273.241 38.518 238.67 619.188 238.67 132 KV CROSSING 436 62/ 54D58'34" LT D+3 238.67 138.66 24.368 342.4341 144.2238 25.841 35.279 238.67 4 638.67 4 ROAD,NALA CROSSING 437 62/1 A+ 195.632 22.413 398.452 194.1959 23.266 397.425 4 4 8. 4 438 62/2 A+3 197.587 22.52 417.6391 196.7934 227.638 424.42421 4 394 794. 394 ROAD CROSSING 439 62/3 A+ 173.948 169.133 343.86 166.3692 171.1491 337.51835 394 326 72. 326 44 62/4 A+ 156.867 173.52 33.3875 154.859 168.127 322.95361 326 38 76. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 21 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38 11 KV CROSSING 441 62/5 A+ 26.48 198.868 45.3471 211.8973 198.4952 41.3925 38 4 78. 4 442 62/6 A+ 21.132 199.74 4.8729 21.548 199.6552 41.15992 4 4 8. 4 LT LINE CROSSING,ROAD CROSSING 443 62/7 A+ 2.26 189.43 389.323 2.3448 185.446 385.7854 4 4 8. 4 444 62/8 A+3 21.957 21.829 421.7864 214.5594 214.3893 428.9487 4 4 8. 4 11 KV CROSSING 445 62/9 A+ 189.171 193.374 382.545 185.617 193.4936 379.1436 4 386.22 786.22 386.22 11 KV CROSSING 446 63/ 1D58'49" RT B+ 3886.22 192.648 179.685 372.3332 192.5284 179.582 372.1139 386.22 36 746.22 36 447 63/1 A+ 18.315 19.785 371.998 18.418 187.7559 368.17391 36 4 76. 4 ROAD,NALA CROSSING 448 63/2 A+3 29.215 211.271 42.4854 212.2441 214.9759 427.222 4 4 8. 4 449 63/3 A+ 188.729 189.821 378.556 185.241 186.4751 371.49914 4 4 8. 4 11 KV CROSSING 45 63/4 A+3 21.179 27.437 417.6158 213.5249 211.1592 424.68417 4 392.23 792.23 392.23 451 64/ 14D4'35" RT C+ 1951.87 184.793 389.25 574.428 181.78 438.28 619.3573 392.23 48.218 872.448 48.218 LT LINE 3, ROAD CROSSING 452 64/1 C+12 9.9681 19.128 281.958 41.9382 19.255 232.1937 48.218 379.481 859.699 379.481 453 64/2 A+ 189.353 195.531 384.8839 189.226 195.3791 384.657 379.481 391.983 771.464 391.983 454 64/3 A+ 196.452 193.951 39.432 196.639 193.8949 39.4988 391.983 388.242 78.225 388.242 455 64/4 A+ 194.291 179.82 374.931 26.452 179.6949 44.14689 388.242 36.255 748.497 36.255 456 64/5 A+ 18.453 176.172 356.6247 18.561 178.945 359.563 36.255 335.498 695.753 335.498 ROAD, NALA CROSSING 457 65/ 6D58'13" LT B+ 2335.677 159.326 24.63 363.9292 156.5575 29.435 365.9695 335.498 38 715.498 38 CANAL CROSSING 458 65/1 A+ 175.397 185.426 36.8235 17.5965 18.6352 351.23171 38 4 78. 4 NALA CROSSING 459 65/2 A+ 214.574 186.328 4.917 219.3648 185.128 44.48566 4 38 78. 38 ROAD, ROAD CROSSING 46 65/3 A+ 193.672 21.15 394.7775 194.8792 21.4689 396.3489 38 4 78. 4 461 65/4 A+ 198.895 192.944 391.8386 198.5311 192.9257 391.45681 4 386 786. 386 ROAD CROSSING 462 65/5 A+ 193.56 195.152 388.281 193.743 194.5448 387.6196 386 394 78. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 22 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 394 ROAD CROSSING 463 65/6 A+ 198.848 188.867 387.7152 199.4552 185.277 384.66287 394 4 794. 4 464 65/7 A+3 211.133 21.811 412.9432 214.7923 25.6934 42.48575 4 38 78. 38 NALA, NALA CROSSING 465 65/8 A+ 178.189 194.462 372.6517 174.366 192.6419 366.94848 38 4 78. 4 11 KV CROSSING, ROAD CROSSING 466 65/9 A+3 25.538 21.238 46.7758 27.3581 25.587 412.4168 4 379.234 779.234 379.234 467 66/ 11D11'14" LT B+ 3899.234 177.996 221.281 399.2766 174.1753 228.2769 42.45222 379.234 4 779.234 4 468 66/1 A+ 178.719 148.711 327.4297 171.7231 135.1366 36.8597 4 38 78. 38 RIVER CROSSING 469 66/2 A+6 231.289 248.167 479.4562 244.8634 264.15 58.8649 38 4 78. 4 RIVER CROSSING 47 66/3 A+ 151.833 183.17 335.37 135.9985 18.9252 316.92372 4 38 78. 38 NALA CROSSING 471 66/4 A+3 196.83 191.456 388.2855 199.748 188.6471 387.72188 38 4 78. 4 472 66/5 A+ 28.544 186.396 394.9399 211.3529 183.5673 394.9219 4 39 79. 39 NALA, ROAD, 11 KV CROSSING 473 66/6 A+ 23.64 19.396 394.4 26.4327 192.174 398.634 39 37 76. 37 474 66/7 A+3 179.64 199.69 379.2936 177.8296 199.588 377.41762 37 4 77. 4 475 66/8 A+ 2.31 197.644 397.9542 2.412 196.8696 397.28158 4 4 8. 4 476 66/9 A+ 22.356 25.859 48.2146 23.134 29.3693 412.49977 4 39.36 79.36 39.36 ROAD CROSSING 477 67/ 1D33'58" RT B+ 391.36 184.51 168.885 353.3864 18.997 165.2311 346.22174 39.36 36 75.36 36 ROAD CROSSING 478 67/1 A+ 191.115 185.78 376.193 194.7689 186.7475 381.51646 36 36 72. 36 479 67/2 A+ 174.922 185.445 36.367 173.2525 187.2352 36.48765 36 36 72. 36 48 67/3 A+ 174.555 178.73 353.2854 172.7648 178.3131 351.7793 36 36 72. 36 481 67/4 A+ 181.27 168.312 349.5816 181.6869 164.4697 346.15661 36 36 72. 36 ROAD CROSSING 482 67/5 A+ 191.688 18.442 372.1298 195.533 18.5872 376.11744 36 36 72. 36 483 67/6 A+ 94.4462 186.217 28.6627 179.4128 188.263 367.6738 36 36 72. 36 484 67/7 A+ 25.84 192.764 392.577 172.4455 19.3848 474.63147 36 4 76. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 23 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4 485 67/8 A+9 23.27 226.4 45.827 97.8148 234.65 414.459 4 4 8. 4 486 67/9 A+ 23.171 187.118 46.6138 83.77349 182.8834 47.5393 4 4 8. 4 RIVER CROSSING 487 67/1 A+ 168.32 165.55 329.2595 76.26956 163.4299 327.9918 4 34 74. 34 488 67/11 A+ 168.13 162.632 326.344 89.1738 16.895 338.58934 34 335.862 675.862 335.862 489 68/ 8D2'9" RT B+ 4395.862 173.23 179.179 352.487 174.9715 175.6218 35.59327 335.862 38 715.862 38 49 68/1 A+3 2.821 28.82 49.6412 24.3782 211.721 416.9829 38 4 78. 4 11 KV CROSSING 491 68/2 A+ 191.18 186.995 378.1746 188.2799 186.71 374.287 4 38 78. 38 ROAD CROSSING 492 68/3 A+ 193.5 191.8 384.848 193.9929 189.139 383.9682 38 4 78. 4 493 68/4 A+3 28.2 23.53 411.732 21.8961 27.9421 418.83815 4 38 78. 38 494 68/5 A+ 176.497 192.977 369.4736 172.579 193.9552 366.139 38 38 76. 38 495 68/6 A+ 187.23 196.346 383.3698 186.448 195.1454 381.1918 38 4 78. 4 ROAD CROSSING 496 68/7 A+ 23.654 196.476 4.1296 24.8546 196.9613 41.81597 4 39 79. 39 497 68/8 A+ 193.524 195.432 388.956 193.387 195.5742 388.61283 39 39 78. 39 LT LINE CROSSING 498 68/9 A+ 194.568 22.531 397.988 194.4258 26.654 41.7625 39 38 77. 38 499 68/1 A+ 177.469 195.567 373.366 173.3496 195.3957 368.7453 38 392.18 772.18 392.18 5 69/ 1D34'43" RT B+ 4272.18 196.613 189.464 386.768 196.7843 189.2882 386.7246 392.18 38 772.18 38 51 69/1 A+ 19.536 194.133 384.6689 19.7118 195.492 386.2383 38 38 76. 38 52 69/2 A+ 185.867 185.466 371.3327 184.58 183.9753 368.48331 38 38 76. 38 ROAD, RIVER CROSSING 53 69/3 A+6 194.534 196.19 39.6434 196.247 198.1178 394.14247 38 38 76. 38 54 69/4 A+ 183.891 188.354 372.2445 181.8822 187.8126 369.69485 38 38 76. 38 55 69/5 A+ 191.646 196.517 388.1635 192.1874 198.6599 39.84728 38 38 76. 38 56 69/6 A+ 183.483 18.419 363.921 181.341 18.5573 361.89741 38 36 74. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 24 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 36 57 69/7 A+ 179.581 183.898 363.479 179.4427 185.181 364.62276 36 36 72. 36 58 69/8 A+ 176.12 173.51 349.6116 174.8199 171.3765 346.19642 36 36 72. 36 59 69/9 A+ 186.49 189.188 375.6775 188.6235 188.925 377.54396 36 38 74. 38 51 69/1 A+ 19.812 182.557 373.3691 191.795 18.197 371.18924 38 38 76. 38 511 69/11 A+ 197.443 184.2 381.463 199.893 183.2974 383.18768 38 372.434 752.434 372.434 Length of the Line (AP1/ - AP7/) ( A ) 187295.78 :

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 25 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 372.434 512 7/ 29d28'18" LT C+ 4492.434 188.414 11.875 29.289 174.991 94.33 269.321 372.434 249.652 622.86 249.652 NH-86 513 71/ 33d12'33" RT D+ 249.652 147.777 138.557 286.334 155.322 139.685 295.7 249.652 27.25 519.92 27.25 LT LINE 514 71/1 A+ 131.693 12.518 252.211 13.565 11.813 241.378 27.25 3.8 57.33 3.8 ROAD 515 72/ 21d4'4" LT C+9 57.33 179.562 16.432 339.994 189.267 172.891 362.158 3.8 245.7 545.15 245.7 516 73/ 3d24'38" LT C+3 245.7 84.638 174.952 259.589 72.179 177.413 249.592 245.7 334.93 58. 334.93 517 73/1 A+ 159.978 161.67 321.45 157.517 16.128 317.644 334.93 327.85 662.78 327.85 518 74/ 9d2'2" LT C+ 662.78 166.783 16.531 273.313 167.722 92.24 259.962 327.85 3. 627.85 3. 519 75/ 38d25'46" LT D+9 3. 193.469 141.189 334.658 27.76 148.155 355.915 3. 24. 54. 24. NALA,N.E RAIL WAY LINE 52 76/ 27d37'55" RT C+6 24. 98.811 197.575 296.387 91.845 21.353 293.198 24. 372.17 612.17 372.17 521 76/1 A+ 174.595 178.547 353.142 17.817 178.69 348.886 372.17 36. 732.17 36. 33KV LINE 522 76/2 A+ 181.453 192.183 373.636 181.931 192.899 374.83 36. 38.1 74.1 38.1 ROAD 523 76/3 A+ 187.827 177.472 365.299 187.111 176.641 363.752 38.1 36. 74.1 36. ROAD 524 76/4 A+ 182.528 186.78 369.236 183.359 185.486 368.845 36. 38.85 74.85 38.85 525 77/ 3d53'3" RT B+ 1853.3 194.142 19.256 384.398 195.364 187.53 382.417 38.85 4. 78.85 4. 526 77/1 A+3 29.744 213.873 423.617 212.947 218.433 431.38 4. 4. 8. 4. ROAD 527 77/2 A+ 186.127 187.233 373.36 181.567 183.36 364.62 4. 4. 8. 4. CANAL, ROAD 528 77/3 A+3 212.767 211.412 424.179 216.964 215.164 432.128 4. 4. 8. 4. 529 77/4 A+ 188.588 19.745 379.333 184.836 187.72 372.538 4. 4. 8. 4. 53 77/5 A+3 29.255 29.69 418.945 212.298 212.876 425.173 4. 4. 8. 4. ROAD 531 77/6 A+ 19.31 198.119 388.429 187.124 197.51 384.625 4. 4. 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 26 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. LT LINE 532 77/7 A+3 21.881 198.972 4.853 22.499 198.634 41.133 4. 4. 8. 4. 533 77/8 A+ 21.28 19.182 391.21 21.366 186.954 388.32 4. 4. 8. 4. 534 77/9 A+3 29.818 211.641 421.459 213.46 215.469 428.514 4. 4. 8. 4. LT LINE, ROAD 535 78/ 16d3'43" LT C+ 4. 188.359 189.578 377.936 184.531 189.584 374.115 4. 379.12 779.12 379.12 RIVER, ROAD 536 78/1 A+3 189.542 189.614 379.156 189.536 192.773 382.31 379.12 36.1 739.13 36.1 ROAD 537 78/2 A+ 17.396 194.22 364.418 167.237 198.63 365.867 36.1 36.1 72.2 36.1 538 78/3 A+ 165.988 174.333 34.321 161.38 169.182 33.562 36.1 38. 74.1 38. RIVER 539 78/4 A+ 25.667 172.257 377.924 21.818 169.71 38.528 38. 36.1 74.1 36.1 ROAD 54 78/5 A+ 187.753 181.467 369.22 19.3 181.951 372.251 36.1 359.99 72. 359.99 541 78/6 A+ 178.523 168.48 346.931 178.39 167.888 345.927 359.99 339.98 699.97 339.98 542 78/7 A+ 171.572 166.747 338.32 172.92 167.792 339.884 339.98 327.14 667.12 327.14 ROAD, CANAL 543 79/ 6d3'9" RT B+ 2866.26 16.393 174.192 334.585 159.348 173.455 332.83 327.14 352.87 68.1 352.87 CANAL 544 79/1 A+ 178.678 183.48 361.726 179.415 184.45 363.46 352.87 36.3 712.9 36.3 RIVER 545 79/2 A+ 176.982 179.559 356.541 175.985 179.423 355.47 36.3 359.95 719.98 359.95 546 79/3 A+ 18.391 184.475 364.866 18.527 185.941 366.468 359.95 36.3 719.98 36.3 MANETHU BAKHA RIVER 547 79/4 A+ 175.555 18.779 356.334 174.89 181.3 355.119 36.3 36.3 72.6 36.3 NALA 548 79/5 A+ 179.251 177.724 356.975 179. 176.984 355.984 36.3 359.95 719.98 359.95 LT LINE, ROAD 549 79/6 A+ 182.226 175.15 357.241 182.966 173.372 356.338 359.95 36.2 719.97 36.2 55 79/7 A+ 185.5 171.462 356.467 186.648 172.426 359.73 36.2 337.6 697.8 337.6 551 8/ 14d32'4" LT B+ 2849.94 165.598 198.322 363.92 164.634 197.77 362.44 337.6 4. 737.6 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 27 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. 552 81/ 13d38'51" RT B+ 4. 21.678 182.636 384.315 22.23 183.2 385.25 4. 362.94 762.94 362.94 ROAD 553 81/1 A+ 18.34 186.943 367.247 179.92 185.937 365.857 362.94 38.1 742.95 38.1 NALA 554 81/2 A+ 193.67 189.34 382.37 194.73 189.8 383.153 38.1 379.97 759.98 379.97 555 81/3 A+ 19.666 185.842 376.59 19.89 185.819 376.79 379.97 371.83 751.8 371.83 556 82/ 36d8'14" RT D+ 1494.75 185.988 185.89 371.797 186.11 186.386 372.397 371.83 368.11 739.94 368.11 NALA 557 82/1 A+ 182.31 192.547 374.848 181.724 193.368 375.92 368.11 38.1 748.21 38.1 NALA 558 82/2 A+ 187.553 177.31 364.854 186.732 176.48 363.14 38.1 36.4 74.14 36.4 559 82/3 A+ 182.739 192.321 375.6 183.632 193.96 376.728 36.4 379.93 739.97 379.93 ROAD, LT LINE 56 82/4 A+ 187.69 185.222 372.831 186.834 186.931 373.765 379.93 36.5 739.98 36.5 561 82/5 A+ 174.828 188.262 363.9 173.119 187.72 36.821 36.5 379.93 739.98 379.93 562 82/6 A+ 191.668 178.98 37.576 192.228 178.542 37.77 379.93 36.4 739.97 36.4 563 82/7 A+ 181.132 189.16 37.148 181.498 188.76 37.23 36.4 379.92 739.96 379.92 ROAD 564 82/8 A+ 19.94 193.28 384.112 191.214 194.245 385.459 379.92 38.11 76.3 38.11 NON RIVER 565 82/9 A+ 186.92 179.281 366.183 185.865 179.64 364.929 38.11 359.88 739.99 359.88 LT LINE 566 82/1 A+ 18.599 18.27 36.627 18.816 18.3 36.846 359.88 36.4 719.92 36.4 567 82/11 A+ 18.13 187.684 367.697 18.1 186.96 366.917 36.4 38.1 74.14 38.1 NON RIVER 568 82/12 A+ 192.416 196.887 389.32 193.194 197.561 39.755 38.1 389.67 769.77 389.67 LT LINE, ROAD 569 83/ 18d37'26" RT C+ 4837.92 192.783 157.346 35.13 192.19 152.351 344.46 389.67 345.8 734.75 345.8 57 84/ 1d28'1" RT B+3 345.8 187.734 11.6 298.334 192.729 11.86 33.534 345.8 219.95 565.3 219.95 N C RAIL WAY LINE, LT LINE 571 85/ 1d56'38" RT B+3 219.95 19.35 192.69 31.959 19.144 195.892 35.36 219.95 365.25 585.2 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 28 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 365.25 ROAD 572 85/1 A+ 172.641 191.86 364.51 169.358 192.491 361.849 365.25 379.88 745.13 379.88 LT LINE ROAD 573 85/2 A+ 188.2 172.85 36.825 187.389 173.697 361.86 379.88 34.18 72.6 34.18 ROAD 574 85/3 A+ 167.375 178.777 346.152 166.483 178.46 344.889 34.18 359.81 699.99 359.81 LT LINE 575 85/4 A+ 181.33 188.924 369.956 181.44 188.552 369.955 359.81 38.11 739.92 38.11 576 85/5 A+ 191.186 191.56 382.242 191.558 19.364 381.922 38.11 386.32 766.43 386.32 ROAD, LT LINE 577 86/ 19d57'4" LT C+ 2211.55 195.264 176.448 371.712 195.956 176.329 372.285 386.32 353.62 739.94 353.62 LT LINE 578 86/1 A+ 177.172 171.913 349.86 177.291 171.494 348.785 353.62 346.38 7. 346.38 ROAD, WATER BODY 579 87/ 11d36'18" RT B+ 7. 174.467 194.377 368.844 174.886 193.554 368.441 346.38 393.76 74.14 393.76 LT LINE 58 87/1 A+3 199.383 25.412 44.795 2.26 27.211 47.416 393.76 399.88 793.64 399.88 ROAR, WATER BODY 581 87/2 A+ 194.468 19.2 384.668 192.669 186.966 379.635 399.88 4.8 799.96 4.8 582 87/3 C+3 29.88 34.452 244.332 213.114 6.341 219.456 4.8 239.92 64. 239.92 132 KV. TR. LINE 583 87/4 C+18 25.468 295.561 51.29 233.579 299.631 533.29 239.92 566.36 86.28 566.36 584 88/ 11d54'39" RT D+12 2. 27.799 186.31 457.11 266.729 29.142 475.872 566.36 233.72 8.8 233.72 LT LINE, NH-2 585 89/ 4d12'25" LT C+ 233.72 47.41 191.928 239.338 24.578 189.271 213.849 233.72 4.2 633.74 4.2 LT LINE, CANAL 586 89/1 A+3 28.92 21.243 418.334 21.749 213.618 424.367 4.2 399.95 799.97 399.95 587 89/2 A+ 189.77 181.17 37.725 186.332 181.348 367.68 399.95 36.2 759.97 36.2 588 89/3 A+ 179.3 189.718 368.72 178.672 186.345 365.17 36.2 399.95 759.97 399.95 589 89/4 A+3 21.232 28.695 418.928 213.65 211.543 425.147 399.95 4.7 8.2 4.7 59 89/5 A+ 191.375 169.118 36.492 188.527 158.978 347.56 4.7 399.92 799.99 399.92 591 9/ 43d46'1" RT D+9 2359.93 23.82 17.55 41.37 24.942 186.991 427.933 399.92 24.71 64.63 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 29 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 24.71 132 K.V 592 91/ 47d2'8" LT D+ 24.71 7.25 2.119 27.325 53.719 2.27 253.989 24.71 399.32 64.3 399.32 ROAD 593 91/1 A+ 199.21 188.451 387.652 199.5 184.644 383.694 399.32 4.6 799.38 4.6 594 91/2 A+3 211.69 29.932 421.541 215.416 213.21 428.626 4.6 399.92 799.98 399.92 ROAD 595 91/3 A+ 189.988 2.33 39.22 186.71 2.34 386.745 399.92 4.6 799.98 4.6 596 91/4 A+3 2.27 2.39 4.66 2.26 2.6 4.86 4.6 399.95 8.1 399.95 597 91/5 A+ 199.911 188.254 388.165 199.89 187.622 387.512 399.95 38.35 78.3 38.35 598 92/ 4d27'16" LT B+ 2379.66 192.96 199.899 391.995 192.728 199.866 392.593 38.35 4. 78.35 4. LT LINE, ROAD 599 92/1 A+ 2.11 2.826 4.927 2.134 21.97 41.232 4. 4. 8. 4. 6 92/2 A+ 199.174 199.892 399.66 198.93 199.857 398.759 4. 4. 8. 4. 61 92/3 A+ 2.18 187.78 387.816 2.143 183.667 383.81 4. 4. 8. 4. ROAD 62 92/4 A+3 212.292 29.184 421.476 216.333 212.24 428.537 4. 4. 8. 4. 63 92/5 A+ 19.816 189.437 38.253 187.796 185.965 373.761 4. 4. 8. 4. ROAD 64 92/6 A+3 21.563 21.89 421.372 214.35 214.362 428.398 4. 4. 8. 4. ROAD 65 92/7 A+ 189.191 19.981 38.172 185.638 188.16 373.653 4. 4. 8. 4. ROAD 66 92/8 A+3 29.19 21.28 419.299 211.984 213.659 425.644 4. 4. 8. 4. 67 92/9 A+ 189.72 189.757 379.477 186.341 186.39 372.731 4. 4. 8. 4. 68 92/1 A+3 21.243 29.532 419.774 213.61 212.665 426.275 4. 4. 8. 4. 69 92/11 A+ 19.468 183.32 373.788 187.335 177.836 365.171 4. 4. 8. 4. 61 93/ 33d41'47" RT D+3 48. 216.68 26.492 423.172 222.164 211.974 434.138 4. 379.63 779.63 379.63 CANAL 611 93/1 A+ 173.138 186.727 359.865 167.656 185.661 353.316 379.63 379.94 759.57 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 3 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 379.94 ROAD 612 93/2 A+ 193.213 192.213 385.427 194.279 192.917 387.196 379.94 38.15 76.9 38.15 ROAD 613 93/3 A+ 187.937 188.19 376.45 187.233 187.495 374.729 38.15 379.95 76.1 379.95 ROAD 614 93/4 A+ 191.841 189.285 381.127 192.455 189.6 381.515 379.95 379.94 759.89 379.94 ROAD 615 93/5 A+ 19.655 187.896 378.55 19.88 188.51 379.381 379.94 372.11 752.5 372.11 616 94/ 45d49'31" RT D+ 2271.72 184.214 62.318 246.532 183.69 42.51 225.661 372.11 247.93 62.4 247.93 5 KV. D/S TR. LINE 617 95/ 14d44'35" LT B+12 247.93 185.612 21.575 387.188 25.879 25.128 411.6 247.93 381.54 629.47 381.54 618 96/ 13d54'6" RT C+9 381.54 179.965 11.868 281.832 176.412 96.16 272.572 381.54 238.46 62. 238.46 LIT LINE, 4 KV.D/S TR. LINE 619 97/ 14d21'58" LT B+12 238.46 136.592 169.137 35.73 142.3 168.839 311.139 238.46 34.9 578.55 34.9 LT LINE 62 97/1 A+12 17.953 152.44 323.356 171.251 163.68 334.319 34.9 239.93 58.2 239.93 LT LINE, 4 KV.S/C TR. LINE 621 97/2 C+6 87.526 212.319 299.846 76.862 219.67 296.532 239.93 379.92 619.85 379.92 CANAL, ROAD 622 97/3 A+ 167.61 178.59 346.19 16.25 178.115 338.364 379.92 36.7 739.99 36.7 LT LINE 623 97/4 A+ 181.48 147.392 328.872 181.955 136.593 318.549 36.7 36.48 72.55 36.48 624 98/ 11d7'55" RT B+9 168.49 213.88 17.975 321.63 223.887 14.114 328. 36.48 239.44 599.92 239.44 LT LINE, 4 KV. S/C TR. LINE 625 99/ 9d24'57" LT B+12 239.44 131.465 217.75 349.17 135.326 233.386 368.713 239.44 34.1 579.45 34.1 626 99/1 A+ 122.35 19.852 313.157 16.624 191.127 297.751 34.1 38.3 72.4 38.3 ROAD 627 99/2 A+ 189.178 171.47 36.224 188.93 166.461 355.364 38.3 369.99 75.2 369.99 628 1/ 9d 2' 58" RT B+9 19.3 198.943 126.243 325.286 23.529 126.776 33.35 369.99 25.55 62.45 25.55 132 KV N.C. RAILWAY 629 11/ 38d 42' 52" LT D+9 25.55 123.712 27.841 331.553 123.279 22.36 343.585 25.55 339.849 589.94 339.849 63 11/1 A+ 132.8 188.989 32.998 119.543 188.652 38.195 339.849 38.29 719.878 38.29 ROAD 631 11/2 A+ 191.4 173.14 364.179 191.377 174.146 365.522 38.29 34.16 72.189 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 31 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 34.16 632 11/3 A+ 167.2 159.39 326.411 166.14 159.198 325.212 34.16 319.952 66.112 319.952 633 12/ 17d 46' 11" LT C+ 1379.99 16.562 198.587 359.149 16.754 198.111 358.865 319.952 4.73 72.25 4.73 MATAL ROAD 634 12/1 A+ 21.486 19.257 391.742 21.962 187.68 389.3 4.73 399.911 799.984 399.911 635 12/2 A+3 29.655 29.798 419.452 212.843 213.152 425.995 399.911 399.19 799.11 399.19 636 13/ 27d 23' 38" RT C+ 1199.174 189.392 198.851 388.244 186.38 198.471 384.59 399.19 279.983 679.173 279.977 637 13/1 A+ 21.164 11.687 311.85 21.544 11.39 32.583 279.983 28.63 56.46 28.63 638 14/ 42d 7' " RT D+6 56.4 169.376 12.679 29.56 179.24 12.91 299.934 28.63 239.954 52.17 239.954 132 KV 639 15/ 49d 55' 5" LT D+6 239.954 119.275 219.124 338.398 119.44 225.411 344.455 239.954 4. 639.954 4. ROAD 64 16/ 18d 6' 47" LT C+ 4. 18.876 148.295 329.171 174.589 149.145 323.734 4. 291.417 691.417 291.417 MATAL ROAD,CANAL,LT LINE 641 16/1 A+ 143.122 147.434 29.557 142.272 146.598 288.87 291.417 299.956 591.373 ROAD, ROAD 299.956 642 16/2 A+ 152.522 167.884 32.46 153.358 167.187 32.545 299.956 34.11 639.967 34.11 643 16/3 A+ 172.127 165.395 337.522 172.824 166.68 338.892 34.11 326.696 666.77 326.696 644 17/ 18d 48' 6" LT C+ 1258.8 161.31 196.265 357.566 16.628 196.138 356.767 326.696 393.297 719.993 393.297 645 17/1 A+ 197.32 188.977 386.1 197.159 188.655 385.814 393.297 378.913 772.21 379.913 ROAD 646 17/2 A+ 19.936 175.849 366.785 191.258 174.472 365.73 378.913 36.438 739.351 36.78 LT LINE 647 17/3 A+ 184.229 188.636 372.865 185.66 188.22 373.88 36.438 379.913 74.351 379.913 648 17/4 A+ 191.277 189.464 38.74 191.711 189.282 38.992 379.913 38.34 759.947 38.34 649 17/5 A+ 19.57 19.532 381.13 19.752 19.77 381.459 38.34 38. 76.34 38. LT LINE 65 17/6 A+ 189.468 196.951 386.419 189.293 197.588 386.88 38. 39.31 77.31 39.31 ROAD, LT LINE, ROAD 651 17/7 A+ 193.8 198.4 391.84 192.443 198.992 391.435 39.31 39. 78.31 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 32 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 39. 652 17/8 A+ 191.996 189.45 381.41 191.8 188.73 379.738 39. 38.5 77.5 38.5 653 17/9 A+ 19.96 198.954 389.914 191.275 198.612 389.887 38.5 399.991 779.996 399.991 CANAL 654 17/1 A+ 21.37 189.78 39.817 21.379 189.72 391.81 399.991 38.35 78.26 38.35 LT LINE 655 17/11 A+ 19.255 178.469 368.724 19.333 177.972 368.36 38.35 359.956 739.991 359.956 656 17/12 B+ 181.487 172.52 353.989 181.984 173.324 355.38 359.956 339.999 699.955 339.999 657 17/13 A+ 167.497 172.236 339.734 166.675 172.972 339.646 339.999 34. 679.999 34. 658 17/14 A+ 167.764 175.768 343.532 167.28 174.379 341.48 34. 359.985 699.985 359.985 659 17/15 A+ 184.217 182.42 366.637 185.66 183.28 368.814 359.985 36.48 72.33 36.48 ROAD 66 17/16 A+ 177.628 187.967 365.594 176.84 187.38 364.147 36.48 379.943 739.991 379.943 661 17/17 A+ 191.976 188.261 38.237 192.635 187.688 38.323 379.943 38.5 759.948 38.5 LT LINE 662 17/18 A+ 191.744 178.631 37.376 192.317 178.173 37.49 38.5 36.48 74.53 36.48 663 17/19 A+ 181.417 18.66 362.77 181.875 18.879 362.754 36.48 359.986 72.34 359.986 LT LINE, ROAD 664 17/2 A+ 179.326 181.529 36.855 179.17 182.38 361.146 359.986 359.956 719.942 359.956 665 17/21 A+ 178.427 178.758 357.185 177.918 178.337 356.254 359.956 36.76 72.32 36.76 666 17/22 A+ 181.318 188.239 369.558 181.739 187.853 369.592 36.76 378.827 738.93 378.827 ROAD 667 18/ 28d 26' 45" RT C+ 8552.126 19.588 19.667 381.255 19.974 19.721 381.695 378.827 381.1 759.828 381.1 668 18/1 A+ 19.334 183.817 374.151 19.279 183.444 373.724 381.1 369.91 75.92 369.91 ROAD, NALA 669 18/2 A+ 186.84 162.565 348.649 186.457 161.761 348.217 369.91 33.24 699.925 33.24 67 18/3 A+ 167.459 179.846 347.35 168.263 179.774 348.37 33.24 36.134 69.158 36.134 671 18/4 A+ 18.288 182.624 362.912 18.36 183.499 363.86 36.134 359.921 72.55 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 33 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 359.921 672 18/5 A+ 177.297 188.24 365.321 176.422 187.394 363.815 359.921 379.88 739.81 379.88 METAL ROAD 673 18/6 B+ 191.856 19.519 382.375 192.486 19.778 383.265 379.88 379.461 759.341 379.461 674 18/7 A+ 188.942 191.24 379.966 188.682 191.249 379.931 379.461 38.681 76.142 38.681 675 18/8 A+ 189.657 187.456 377.113 189.432 186.639 376.72 38.681 379.88 76.561 379.88 METAL ROAD 676 18/9 A+ 192.424 18.568 372.992 193.241 18.733 373.974 379.88 36.133 74.13 36.133 METAL ROAD 677 18/1 A+ 179.565 18.786 36.351 179.4 181.26 36.426 36.133 36.113 72.246 36.113 678 18/11 A+ 179.326 196.324 375.65 179.86 196.982 376.68 36.113 388.645 748.757 388.645 679 18/12 A+ 192.321 179.667 371.987 191.663 177.94 369.566 388.645 37.59 758.73 37.59 68 19/ 1d 54' 37" LT B+ 4799.832 19.392 198.865 389.257 192.155 198.313 39.468 37.59 41.92 771.151 41.92 681 19/1 A+ 22.227 198.378 4.65 22.779 197.846 4.625 41.92 399.992 81.84 399.992 682 19/2 A+ 21.614 188.275 389.889 22.146 184.418 386.564 399.992 4.14 8.6 4.14 683 19/3 A+3 211.739 29.959 421.698 215.596 213.231 428.827 4.14 4.13 8.27 4.13 684 19/4 A+ 19.54 187.994 378.48 186.782 184.48 37.831 4.13 399.993 8.6 399.993 685 19/5 A+3 211.999 212.558 424.557 215.945 216.684 432.629 399.993 4.14 8.7 4.14 686 19/6 A+ 187.456 186.42 373.498 183.33 181.455 364.785 4.14 399.992 8.6 399.992 LT LINE 687 19/7 A+3 213.95 213.856 427.85 218.537 218.48 436.945 399.992 4.14 8.6 4.14 688 19/8 A+ 186.158 197.796 383.954 181.66 196.851 378.456 4.14 41.343 81.357 41.343 LT LINE - 2 689 11/ 2d 29' 21" LT C+ 362.467 23.547 2.158 43.75 24.492 2.21 44.73 41.343 398.644 799.987 4. LT LINE - 2 69 11/1 A+ 199.842 178.851 378.692 199.79 171.898 371.687 398.644 4.45 798.689 4. METAL ROAD, LT LINE - 2 691 11/2 A+ 221.149 171.23 392.353 228.12 161.736 389.838 4.45 41.311 81.356 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 34 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. NALA 692 111/ 37d 51' 17" LT D+9 12. 228.797 111.617 34.414 238.264 19.81 347.344 41.311 238.667 639.978 238.667 5 KV LINE 693 112/ 55d 35' 52" RT D+9 238.667 127.5 232.692 359.742 129.586 245.8 374.666 238.667 39.23 628.69 39.23 ROAD 694 112/1 A+ 157.331 24.25 361.536 144.943 27.235 352.178 39.23 389.976 78. 389.976 ARIND RIVER 695 112/2 A+ 185.772 184.16 369.931 182.742 182.234 364.976 389.976 38.33 77.9 38.33 696 112/3 A+ 195.873 194.411 39.284 197.799 194.23 392.29 38.33 389.922 769.955 389.922 697 112/4 A+ 195.511 194.5 39.11 195.691 194.32 39.11 389.922 39.99 78.21 39.99 698 112/5 A+ 195.599 194.282 389.881 195.78 194.11 389.881 39.99 389.665 779.764 389.665 699 112/6 B+ 195.383 194.617 39. 195.563 194.437 39. 389.665 39.333 779.998 39.333 7 112/7 A+ 195.716 194.42 39.135 195.896 194.24 39.136 39.333 389.932 78.265 389.932 71 112/8 A+ 195.512 194.494 39.7 195.692 194.314 39.6 389.932 39.88 78.2 39.88 72 112/9 A+ 195.594 19.67 386.2 195.774 19.819 386.593 39.88 379.922 77.1 379.922 73 112/1 A+ 189.315 181.145 37.46 189.13 181.512 37.614 379.922 36.58 739.98 36.58 74 112/11 A+ 178.913 178.389 357.32 178.546 177.875 356.422 36.58 359.92 719.96 359.92 75 112/12 A+ 181.513 183.794 365.37 182.27 184.84 366.831 359.92 361.441 721.343 361.441 METAL ROAD 76 113/ d ' 2" RT B+ 4961.395 177.647 189.585 367.232 176.637 186.162 362.798 361.441 4. 761.441 4. 77 113/1 A+3 21.415 21.71 421.116 213.838 214.219 428.57 4. 4. 8. 4. ROAD 78 113/2 A+ 189.299 186.69 375.98 185.781 182.27 367.988 4. 4. 8. 4. 79 113/3 A+3 213.391 26.67 42.61 217.793 28.863 426.656 4. 4. 8. 4. 71 113/4 A+ 193.33 187.78 381.38 191.137 183.667 374.84 4. 4. 8. 4. 711 113/5 A+3 212.292 211.658 423.95 216.333 215.491 431.824 4. 4. 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 35 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. 712 113/6 A+ 188.342 181.24 369.582 184.59 175.73 359.582 4. 4. 8. 4. ROAD - 2 713 113/7 A+3 218.76 211.338 43.98 224.927 215.66 439.993 4. 4. 8. 4. 714 113/8 A+ 188.662 191.975 38.637 184.934 189.337 374.271 4. 4. 8. 4. 715 113/9 A+3 28.25 212.754 42.779 21.663 216.946 427.61 4. 4. 8. 4. 716 113/1 A+ 187.246 187.651 374.897 183.54 183.591 366.645 4. 4. 8. 4. 717 113/11 A+3 212.349 27.29 419.639 216.49 29.697 426.16 4. 399.937 799.937 399.937 LT LINE, ROAD 718 114/ 2d 27' 45" RT D+ 4799.937 192.647 188.921 381.568 19.24 185.279 375.519 399.937 4. 799.937 4. 719 114/1 A+3 211.79 211.119 422.198 214.721 214.774 429.495 4. 4. 8. 4. ROAD 72 114/2 A+ 188.881 19.97 379.788 185.226 187.917 373.143 4. 4. 8. 4. 721 114/3 A+3 29.93 212.76 421.17 212.83 216.46 428.129 4. 4. 8. 4. ROAD 722 114/4 A+ 187.924 22.555 39.479 183.954 23.395 387.348 4. 4. 8. 4. NALA 723 115/ 18d 16' 43" LT C+ 2. 197.445 197.927 395.372 196.65 197.246 393.851 4. 4. 8. 4. 724 115/1 A+ 22.73 19.64 392.713 22.754 187.563 39.318 4. 4. 8. 4. 725 115/2 A+3 29.36 28.871 418.231 212.437 211.787 424.224 4. 4. 8. 4. ROAD 726 115/3 A+ 191.129 19.374 381.53 188.213 187.21 375.422 4. 4. 8. 4. 727 115/4 A+3 29.626 28.857 418.483 212.79 211.769 424.56 4. 4. 8. 4. CANAL 728 115/5 A+ 191.143 191.126 382.268 188.231 188.28 376.439 4. 4. 8. 4. 729 115/6 A+3 28.874 21.27 419.144 211.792 213.646 425.438 4. 4. 8. 4. ROAD - 2 73 115/7 A+ 189.73 19.849 38.58 186.354 187.841 374.195 4. 4. 8. 4. 731 115/8 A+3 29.151 21.1 419.161 212.159 213.31 425.46 4. 4. 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 36 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. 732 115/9 A+ 189.99 19.445 38.435 186.699 187.34 374.3 4. 4. 8. 4. 733 115/1 A+3 29.555 29.784 419.339 212.696 213.1 425.697 4. 4. 8. 4. 734 115/11 A+ 19.216 199.29 389.245 186.999 198.71 385.79 4. 4. 8. 4. 735 116/ 1d 4' 33" LT B+ 48. 2.971 189.66 39.36 21.29 189.745 391.34 4. 374. 774. 374. 736 116/1 A+ 184.934 185.122 37.56 184.255 184.55 368.76 374. 374. 748. 374. 737 116/2 A+ 188.878 19.951 379.829 189.495 192.25 381.745 374. 374. 748. 374. 738 116/3 A+ 183.49 182.18 365.23 181.75 18.596 362.346 374. 374. 748. 374. ROAD 739 116/4 A+ 191.82 187.952 379.771 193.44 188.265 381.668 374. 374. 748. 374. CANAL - 2 74 116/5 A+ 186.48 187.764 373.813 185.735 188.15 373.751 374. 374. 748. 374. 741 116/6 A+ 186.236 186.946 373.182 185.985 186.928 372.913 374. 374. 748. 374. 742 116/7 A+ 187.54 199.696 386.75 187.72 23.87 39.941 374. 374. 748. 374. 743 116/8 A+ 174.34 189.45 363.755 17.13 189.96 359.226 374. 381.59 755.59 381.59 744 117/ 33d 28' 15" RT D+ 3373.59 191.69 191.796 383.45 191.963 189.99 381.63 381.59 4. 781.59 4. 745 117/1 A+3 28.24 28.47 416.673 21.91 211.254 422.155 4. 4. 8. 4. 746 117/2 A+ 191.53 188.59 379.589 188.746 184.133 372.879 4. 4. 8. 4. ROAD 747 117/3 A+3 211.941 29.815 421.756 215.867 213.41 428.98 4. 4. 8. 4. ROAD,LT LINE 748 117/4 A+ 19.185 187.796 377.981 186.959 183.784 37.742 4. 4. 8. 4. ROAD 749 117/5 A+3 212.24 29.858 422.63 216.216 213.99 429.316 4. 4. 8. 4. 75 118/ 37d 24' 35" RT D+ 24. 19.142 144.232 334.373 186.91 144.73 331.64 4. 285.593 685.593 285.593 751 118/1 A+ 141.361 139.344 28.76 14.89 139.132 28.22 285.593 279.979 565.572 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 37 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 279.979 752 119/ 15d 7' 16" RT C+6 565.572 14.635 11.14 241.648 14.847 95.688 236.535 279.979 234.428 514.47 234.428 4 KV 753 12/ 25d 46' 26" LT C+3 234.428 133.414 23.21 336.615 138.74 26.624 345.364 234.428 385.576 62.4 385.576 754 121/ 26d 56' 36" LT C+ 385.576 182.375 189.137 371.513 178.952 185.566 364.518 385.576 4. 785.576 4. 755 121/1 A+3 21.863 26.96 417.823 214.434 29.248 423.682 4. 4. 8. 4. 756 121/2 A+ 193.4 189.612 382.652 19.752 186.197 376.949 4. 4. 8. 4. CANEL, ROAD 757 121/3 A+3 21.388 211.837 422.225 213.83 215.728 429.531 4. 4. 8. 4. ROAD 758 121/4 A+ 188.163 189.619 377.782 184.272 186.26 37.478 4. 4. 8. 4. 759 121/5 A+3 21.381 211.85 421.466 213.794 214.73 428.523 4. 4. 8. 4. 76 121/6 A+ 188.915 188.841 377.755 185.27 185.172 37.442 4. 4. 8. 4. ROAD 761 121/7 A+3 211.159 213.226 424.385 214.828 217.573 432.42 4. 4. 8. 4. 762 121/8 A+ 186.774 184.1 37.775 182.427 178.741 361.167 4. 4. 8. 4. CANEL 763 121/9 A+3 215.999 211.847 427.846 221.259 215.742 437.1 4. 4. 8. 4. 764 121/1 A+ 188.153 189.713 377.866 184.258 186.332 37.59 4. 4. 8. 4. 765 121/11 A+3 21.287 29.521 419.88 213.668 212.652 426.32 4. 4. 8. 4. GAS LINE 766 122/ 2d 47' 57" LT C+ 48. 19.479 192.122 382.61 187.348 191.913 379.261 4. 385.517 785.517 385.517 767 122/1 A+ 193.395 19.67 384.65 193.64 19.91 384.55 385.517 379.935 765.452 379.935 768 122/2 A+ 189.265 189.98 378.363 189.34 188.711 377.745 379.935 38.548 76.483 38.548 769 122/3 A+ 191.45 197.978 389.428 191.837 197.391 389.228 38.548 399.526 78.74 399.526 77 122/4 A+ 21.548 182.79 384.338 22.135 183.687 385.822 399.526 36.122 759.648 ROAD 36.122 771 122/5 A+ 177.332 19.89 368.221 176.435 191.182 367.617 36.122 379.998 74.12 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 38 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 379.998 772 122/6 A+ 189.18 188.82 377.19 188.816 187.455 376.271 379.998 379.974 759.972 ROAD 379.974 773 122/7 A+ 191.892 197.417 389.31 192.519 198.15 39.668 379.974 39.38 77.354 39.38 774 122/8 A+ 192.963 195.557 388.519 192.23 197.444 389.674 39.38 379.636 77.16 379.636 775 122/9 A+ 184.79 186.227 37.36 182.193 183.343 365.536 379.636 389.994 769.63 389.994 776 122/1 A+ 23.767 185.8 388.775 26.65 183.367 39.17 389.994 379.999 769.993 379.999 ROAD, NALA, LT LINE 777 122/11 A+ 194.991 191.893 386.884 196.632 192.58 389.14 379.999 38.47 76.46 38.47 LT LINE 778 123/ 27d 22' 52" RT C+ 4585.676 188.154 125.71 313.855 187.539 125.932 313.471 38.47 25. 63.47 25. N. H 779 124/ 12d 33' 53" LT D+ 25. 124.299 193.685 317.984 124.68 193.91 317.978 25. 386. 636. 386. 78 124/1 A+ 192.315 193.293 385.69 192.9 193.39 385.48 386. 386. 772. 386. 781 124/2 A+ 192.77 188.241 38.947 192.61 186.642 379.252 386. 386.27 772.27 386.27 782 125/ 11d 27' 1" LT B+ 1158.27 197.966 185.58 383.547 199.565 185.51 385.65 386.27 371.647 757.854 371.647 783 125/1 A+ 186.67 181.491 367.558 186.146 181.955 368.12 371.647 36.16 731.87 36.16 784 125/2 A+ 178.669 19.75 368.743 178.25 19.126 368.331 36.16 379.837 739.997 379.837 785 125/3 A+ 189.762 18.636 37.398 189.711 18.833 37.543 379.837 36.73 739.91 36.73 786 125/4 A+ 179.437 186.494 365.931 179.24 188.644 367.884 36.73 359.97 719.98 359.97 787 125/5 A+ 173.413 181.295 354.78 171.263 181.71 352.973 359.97 36.66 719.973 36.66 788 125/6 A+ 178.771 178.355 357.127 178.356 176.166 354.522 36.66 37.31 73.97 37.31 789 125/7 A+ 191.676 17.225 361.91 193.865 167.12 36.877 37.31 359.999 73.3 359.999 79 125/8 A+ 189.774 159.95 348.869 192.987 153.882 346.868 359.999 349.98 79.96 349.98 791 125/9 A+ 19.812 171.32 361.844 196.26 171.359 367.385 349.98 34.73 689.981 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 39 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 34.73 792 126/ 16d 43' 21" LT C+ 3611.7 169.41 2.624 369.665 168.714 2.829 369.543 34.73 4. 74.73 4. 793 126/1 A+ 199.376 184.887 384.263 199.171 179.919 379.9 4. 4. 8. 4. 794 126/2 A+3 215.113 24.53 419.643 22.81 26.19 426.1 4. 4. 8. ROAD 4. 795 126/3 A+ 195.47 186.579 382.49 193.981 182.167 376.148 4. 4. 8. 4. 796 126/4 A+3 213.421 214.746 428.167 217.833 219.593 437.426 4. 4. 8. 4. 797 126/5 A+ 185.254 197.899 383.153 18.47 197.148 377.555 4. 4.364 8.364 4.364 798 126/6 A+ 22.465 19.635 393.1 23.216 187.557 39.772 4.364 399.996 8.36 NALA 399.996 799 126/7 A+3 29.361 213.48 422.769 212.439 217.815 43.254 399.996 4. 799.996 4. 8 126/8 A+ 186.592 189.215 375.87 182.185 185.669 367.854 4. 4. 8. ROAD 4. 81 126/9 A+3 21.785 28.46 419.245 214.331 211.241 425.572 4. 4. 8. 4. 82 126/1 A+ 191.54 193.374 384.914 188.759 191.195 379.954 4. 4. 8. 4. 83 126/11 A+3 26.626 29.2 415.629 28.85 211.962 42.767 4. 4. 8. ROAD 4. 84 127/ 12d 21' 41" RT B+ 48.36 19.998 193.721 384.719 188.38 191.657 379.695 4. 4. 8. ROAD 4. 85 127/1 A+3 26.279 212.123 418.43 28.343 216.19 424.452 4. 4. 8. ROAD 4. 86 127/2 A+ 187.877 189.373 377.25 183.891 185.879 369.77 4. 4. 8. 4. 87 127/3 A+3 21.627 211.53 422.157 214.121 215.321 429.441 4. 4. 8. 4. 88 127/4 A+ 188.47 19.48 378.878 184.679 187.254 371.934 4. 4. 8. 4. 89 127/5 A+3 29.592 29.612 419.25 212.746 212.773 425.518 4. 4. 8. 4. 81 127/6 A+ 19.388 189.96 38.293 187.227 186.587 373.815 4. 4. 8. 4. 811 127/7 A+3 21.94 195.73 45.824 213.413 194.326 47.739 4. 4. 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 4 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. 812 127/8 A+3 24.27 197.364 41.635 25.674 196.498 42.172 4. 4. 8. 4. 813 127/9 A+ 22.636 19.371 393.6 23.52 187.25 39.77 4. 4. 8. 4. 814 127/1 A+3 29.629 25.767 415.396 212.795 27.663 42.458 4. 4. 8. ROAD 4. 815 127/11 A+ 194.233 22.28 396.441 192.337 22.933 395.271 4. 4. 8. 4. 816 128/ 9d ' 4" RT B+ 48. 197.792 2.22 397.815 197.67 2.687 397.754 4. 396. 796. 396. 817 128/1 A+ 195.978 2.679 396.657 195.313 21.56 396.873 396. 396. 792. ROAD - 2 396. 818 128/2 A+ 195.321 196.921 392.241 194.44 196.566 391.6 396. 396. 792. 396. 819 128/3 A+ 199.79 195.396 394.475 199.434 194.539 393.973 396. 396. 792. ROAD 396. 82 128/4 A+ 2.64 195.613 396.218 21.461 194.829 396.29 396. 396. 792. 396. 821 128/5 A+ 2.387 198.817 399.24 21.171 199.86 4.257 396. 396. 792. 396. 822 128/6 A+ 197.183 197.578 394.761 196.914 197.766 394.68 396. 394.13 79.13 394.13 823 128/7 A+ 196.435 192.435 388.87 196.247 19.279 386.527 394.13 397.987 792. LT LINE 397.987 824 128/8 A+ 25.552 166.669 372.22 27.78 157.2 364.727 397.987 392.39 79.26 392.39 825 129/ 54d 48' 44" RT D+9 356.39 225.37 152.456 377.826 235.19 162.432 397.451 392.39 244.222 636.261 244.222 5 K V 826 13/ 55d ' " LT D+6 244.222 91.766 219.55 311.271 81.79 225.917 37.77 244.222 4. 644.222 4. 827 131/ 21d 35' 37" LT C+ 4. 18.495 197.982 378.477 174.83 197.641 371.724 4. 398.36 798.36 398.36 828 131/1 A+ 2.54 219.556 419.611 2.395 226.972 427.367 398.36 394. 792.36 394. 829 131/2 A+ 174.444 197.513 371.957 167.28 197.682 364.71 394. 394. 788. 394. 83 131/3 A+ 196.487 195.63 391.55 196.318 194.427 39.745 394. 394. 788. 394. 831 131/4 A+ 198.937 184.459 383.396 199.573 18.337 379.91 394. 394. 788. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 41 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 394. 832 131/5 A+3 29.541 26.78 415.619 213.663 29.62 422.726 394. 394. 788. ROAD 394. 833 131/6 A+ 187.922 198.246 386.168 184.938 198.655 383.593 394. 394. 788. 394. 834 131/7 A+ 195.754 195.91 39.845 195.345 194.463 389.88 394. 394. 788. ROAD 394. 835 131/8 A+ 198.99 196.62 395.53 199.537 196.495 396.32 394. 394. 788. ROAD 394. 836 131/9 A+ 197.38 185.65 382.445 197.55 181.141 378.646 394. 394. 788. 394. 837 131/1 A+3 28.935 213.914 422.849 212.859 219.474 432.333 394. 394. 788. CANEL, ROAD 394. 838 131/11 A+ 18.86 191.84 371.926 174.526 19.144 364.67 394. 394. 788. ROAD 394. 839 132/ 22d 29' " RT C+ 4732.36 212.425 192.89 44.514 217.496 189.543 47.39 394. 399.668 793.668 399.668 84 132/1 A+3 27.579 212.835 42.414 21.125 217.128 427.253 399.668 399.554 799.222 399.554 NALA 841 132/2 A+ 186.719 197.9 383.88 182.426 196.461 378.888 399.554 398. 797.554 398. 842 132/3 A+ 2.91 197.723 398.633 21.539 197.33 398.842 398. 398. 796. 398. ROAD 843 132/4 A+ 2.277 197.713 397.99 2.697 197.29 397.986 398. 398. 796. 398. 844 132/5 A+ 2.287 198.62 398.349 2.71 197.753 398.464 398. 398. 796. 398. ROAD 845 132/6 B+ 199.938 186.46 386.344 2.247 182.265 382.512 398. 398. 796. 398. 846 132/7 A+3 211.594 21.83 421.678 215.735 213.727 429.462 398. 398. 796. 398. 847 132/8 A+ 187.917 188.35 376.267 184.273 184.849 369.122 398. 398. 796. 398. ROAD 848 132/9 A+3 29.65 21.686 42.336 213.151 214.528 427.679 398. 398. 796. 398. 849 132/1 A+ 187.314 198.32 385.616 183.472 198.73 381.545 398. 398. 796. 398. 85 132/11 A+ 199.698 186.267 385.965 199.927 182.81 382.8 398. 398. 796. 398. 851 132/12 A+3 211.733 29.27 42.76 215.919 212.323 428.242 398. 398. 796. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 42 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 398. 852 133/ 4d 38' 32" RT B+ 5177.222 188.973 185.565 374.539 185.677 182.75 367.752 398. 392.365 79.365 392.365 853 133/1 A+3 26.8 29.351 416.15 21.29 212.429 422.719 392.365 399.974 792.339 399.974 854 133/2 A+ 19.623 188.369 378.992 187.545 187.823 375.368 399.974 38.58 78.32 38.58 855 133/3 A+ 191.689 189.221 38.91 192.235 185.682 377.917 38.58 399.974 78.32 399.974 CANAL, ROAD 856 133/4 A+3 21.753 29.155 419.98 214.292 212.935 427.228 399.974 395.31 795.284 395.31 857 134/ 48d 33' 47" LT D+ 1967.681 186.155 14.219 326.374 182.375 139.55 321.879 395.31 284.784 68.94 284.784 858 134/1 A+ 144.565 111.291 255.856 145.279 11.86 247.14 284.784 279.956 564.74 279.956 859 135/ 39d 57' 27" LT D+6 564.74 168.665 135.664 34.329 178.96 141.593 319.688 279.956 235.26 515.216 235.26 5 KV 86 136/ 5d 26' 36" RT D+3 235.26 99.596 21.947 31.543 93.667 214.546 38.213 235.26 4. 635.26 4. 861 137/ 31d 18' 8" RT D+ 4. 189.53 19.957 38.1 185.454 187.984 373.438 4. 4. 8. 4. 862 137/1 A+3 29.43 29.42 418.463 212.16 212.517 424.533 4. 4. 8. 4. 863 137/2 A+ 19.58 192.535 383.114 187.483 19.8 377.563 4. 4. 8. 4. ROAD 864 137/3 A+3 27.465 211.382 418.847 29.92 215.124 425.43 4. 4. 8. 4. 865 137/4 A+ 188.618 191.244 379.862 184.876 188.365 373.241 4. 4. 8. 4. NALA 866 137/5 A+3 28.756 23.172 411.928 211.635 24.214 415.849 4. 4. 8. 4. 867 137/6 A+3 196.828 216.6 412.835 195.786 221.268 417.54 4. 4. 8. 4. 868 138/ 19d 52' 4" RT C+ 28. 183.994 183.148 367.142 178.732 182.275 361.7 4. 371.67 771.67 371.67 869 138/1 A+ 188.459 182.341 37.8 189.332 182.453 371.785 371.67 364. 735.67 364. CANAL, ROAD 87 138/2 A+ 181.659 182.185 363.844 181.547 182.246 363.793 364. 364. 728. 364. ROAD 871 138/3 A+ 181.815 185.552 367.367 181.754 186.72 368.474 364. 364. 728. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI 43 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 364. ROAD 872 138/4 A+ 178.448 181.993 36.441 177.28 181.99 359.271 364. 364. 728. 364. 873 138/5 A+ 182.7 18.596 362.64 182.1 18.135 362.145 364. 364. 728. 364. NALA 874 138/6 A+ 183.44 182.244 365.648 183.865 182.325 366.19 364. 364. 728. 364. 875 139/ 49d 1' 33" LT D+ 2555.67 181.756 181.922 363.678 181.675 181.58 362.733 364. 369.14 733.14 369.14 NALA, ROAD 876 139/1 A+ 187.182 179.947 367.129 188.46 179.915 367.962 369.14 36.89 729.193 36.89 LT LINE,ROAD 877 139/2 A+ 18.142 19.386 37.528 18.174 19.514 37.688 36.89 379.991 74.8 379.991 878 139/3 A+ 189.65 185.575 375.181 189.477 185.766 375.243 379.991 369.992 749.983 369.992 879 139/4 A+ 184.417 183.96 368.323 184.226 183.553 367.779 369.992 369.962 739.954 369.962 88 139/5 A+ 186.56 189.77 375.133 186.49 188.775 375.184 369.962 379.992 749.954 379.992 881 139/6 A+ 19.915 183.792 374.77 191.217 18.18 371.325 379.992 389.991 769.983 389.991 882 139/7 A+3 26.199 25.526 411.725 29.883 28.987 418.87 389.991 389.992 779.983 389.992 883 139/8 A+ 184.466 193.98 377.564 181.5 192.99 373.914 389.992 387.345 777.337 387.345 884 14/ 12d 2' 59" LT B+ 3396.458 194.247 184.825 379.72 194.436 184.328 378.764 387.345 372.675 76.2 372.675 885 14/1 A+ 187.85 18.941 368.79 188.347 181.246 369.593 372.675 36.24 732.699 36.24 886 14/2 A+ 179.83 189.175 368.258 178.778 188.98 367.686 36.24 379.975 739.999 379.975 887 14/3 A+ 19.8 179.654 37.454 191.67 179.535 37.62 379.975 36.26 74.1 36.26 888 14/4 A+ 18.372 187.298 367.671 18.491 186.414 366.95 36.26 379.975 74.1 379.975 889 14/5 A+3 192.677 18.634 373.311 193.561 18.838 374.399 379.975 36.24 739.999 36.24 89 14/6 B+ 179.39 178.946 358.336 179.186 178.597 357.783 36.24 36.11 72.35 36.11 ROAD 891 14/7 A+ 181.65 19.999 372.64 181.414 191.329 372.743 36.11 379.99 74.1 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 44 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 379.99 LT LINE 892 14/8 A+ 188.991 184.954 373.945 188.661 184.937 373.598 379.99 37.1 75. 37.1 893 14/9 A+ 185.56 19.77 375.763 185.73 19.942 376.14 37.1 379.988 749.998 379.988 NALA 894 14/1 A+ 189.281 184.646 373.927 189.46 184.53 373.576 379.988 369.999 749.987 369.999 895 14/11 A+ 185.353 179.2 364.355 185.469 178.673 364.142 369.999 36.3 73.2 36.3 896 14/12 A+ 181.1 182.986 363.987 181.33 182.767 364.97 36.3 367.3 727.33 367.3 897 141/ 14d 26' 28" RT B+ 48. 184.314 189.218 373.532 184.533 185.673 37.26 367.3 4. 767.3 4. 898 141/1 A+3 21.782 197.978 48.76 214.327 197.313 411.639 4. 4. 8. 4. ROAD 899 141/2 A+3 22.22 21.182 412.24 22.687 213.529 416.216 4. 4. 8. 4. LT LINR 9 141/3 A+ 189.818 189.211 379.29 186.471 185.664 372.135 4. 4. 8. 4. 91 141/4 A+3 21.789 2.782 411.571 214.336 21.39 415.375 4. 4. 8. 4. 92 141/5 A+3 199.218 2.843 4.61 198.961 21.12 4.81 4. 4. 8. 4. 93 141/6 A+3 199.157 21.398 49.555 198.88 213.816 412.696 4. 4. 8. 4. ROAD 94 141/7 A+ 189.62 19.657 38.259 186.184 187.586 373.77 4. 4. 8. 4. NALA 95 141/8 A+3 29.343 21.347 419.69 212.414 213.749 426.163 4. 4. 8. 4. 96 141/9 A+ 189.653 188.24 377.856 186.251 184.325 37.577 4. 4. 8. 4. 97 141/1 A+3 211.796 198.59 49.855 215.675 197.42 413.95 4. 4. 8. 4. 98 141/11 A+3 21.941 28.952 41.893 22.58 211.895 414.474 4. 4. 8. 4. ROAD, LT LINE 99 142/ d 9' 48" LT B+ 48. 191.48 195.282 386.33 188.15 194.931 383.36 4. 392.699 792.699 392.699 91 142/1 A+ 197.417 189.4 386.457 197.768 188.722 386.49 392.699 38.17 772.716 38.17 911 142/2 A+ 19.977 181.1 372.77 191.295 181.462 372.757 38.17 359.998 74.15 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 45 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 359.998 912 142/3 A+ 178.898 188.565 367.463 178.536 188.9 366.626 359.998 38.18 74.16 38.18 913 142/4 A+ 191.453 166.262 357.715 191.928 158.472 35.4 38.18 379.912 759.93 379.912 ROAD 914 142/5 A+ 213.65 188.979 42.629 221.44 188.641 41.81 379.912 38.16 759.928 38.16 915 142/6 B+ 191.37 185.188 376.225 191.375 183.63 374.978 38.16 38.18 76.34 38.18 ROAD 916 142/7 A+ 194.83 189.259 384.89 196.415 192.298 388.713 38.18 36.26 74.44 36.26 917 142/8 A+ 17.767 188.955 359.723 167.728 188.69 356.337 36.26 38.18 74.44 38.18 918 142/9 A+ 191.63 179.455 37.517 191.49 175.985 367.394 38.18 38.18 76.36 38.18 919 142/1 A+3 2.563 199.264 399.827 24.33 22.324 46.357 38.18 379.911 759.929 379.911 NALA 92 142/11 A+ 18.647 18.131 36.778 177.587 18.156 357.744 379.911 36.14 74.15 36.14 ROAD 921 142/12 A+ 179.973 164.13 344.13 179.948 156.619 336.567 36.14 373.952 734.56 373.952 922 143/ 36d 49' 7" LT D+6 4886.77 29.822 14.722 314.544 217.333 98.74 316.36 373.952 246.55 62.7 246.55 22 KV LINE 923 144/ 45d 8' 43" RT D+9 246.55 141.333 22.84 362.173 147.351 23.977 378.329 246.55 38.5 626.6 38.5 924 144/1 A+ 159.165 194.931 354.96 149.28 196.564 345.592 38.5 379.926 759.931 379.926 925 144/2 A+ 184.995 191.613 376.68 183.362 192.133 375.495 379.926 38.62 759.988 38.62 926 144/3 A+ 188.449 175.587 364.36 187.929 174.72 362. 38.62 36.391 74.453 36.391 RIVER 927 144/4 A+ 184.84 194.66 379.41 186.319 192.899 379.219 36.391 399.597 759.988 399.597 ROAD, ROAD, LT LINE, RIVER 928 144/5 A+3 24.991 2.265 45.256 26.698 23.648 41.346 399.597 379.951 779.548 379.951 929 144/6 B+ 179.686 187.42 367.88 176.33 186.538 362.841 379.951 38.62 76.13 38.62 93 144/7 A+ 192.66 191.688 384.348 193.524 192.233 385.756 38.62 38.63 76.125 38.63 931 144/8 A+ 188.375 194.38 382.755 187.83 192.543 38.373 38.63 399.938 78.1 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 46 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 399.938 ROAD 932 144/9 A+ 25.558 189.387 394.945 27.395 185.913 393.38 399.938 399.912 799.85 399.912 933 144/1 A+3 21.525 199.235 49.759 213.999 22.256 416.255 399.912 38.89 78.1 38.89 934 144/11 A+ 18.854 186.452 367.37 177.833 186.921 364.754 38.89 37.56 75.145 37.56 935 144/12 A+ 183.64 183.446 367.49 183.135 183.931 367.66 37.56 363.943 733.999 363.943 936 145/ 15d 9' 14" RT C+ 4953.995 18.497 19.917 371.414 18.12 187.931 367.943 363.943 4. 763.943 4. 937 145/1 A+3 29.83 21.981 42.64 212.69 214.92 426.989 4. 398. 798. 398. 938 145/2 A+ 187.19 19.87 377.888 183.8 187.868 37.948 398. 4. 798. 4. 939 145/3 A+3 29.13 25.395 414.526 212.132 27.498 419.63 4. 398. 798. 398. 94 145/4 A+ 192.65 197.58 39.185 19.52 196.784 387.287 398. 4. 798. 4. 941 145/5 A+3 22.42 24.112 46.531 23.216 25.792 49.7 4. 398. 798. 398. 942 145/6 A+ 193.888 191.1 384.889 192.28 188.43 38.251 398. 4. 798. 4. LT LINE, ROAD, RIVER 943 145/7 A+3 28.999 198.983 47.982 211.957 198.977 41.935 4. 398. 798. 398. 944 145/8 A+3 199.17 26.195 45.212 199.23 28.231 47.254 398. 4. 798. 4. 945 145/9 A+ 193.85 23.258 397.63 191.769 24.658 396.426 4. 398. 798. 398. 946 145/1 A+ 194.742 164.529 359.271 193.342 153.229 346.571 398. 397.81 795.81 397.81 947 146/ 45d 14' 44" LT D+9 4387.81 233.272 159.475 392.747 244.572 17.867 415.439 397.81 249.64 647.441 249.64 LT LINE, 22 K V D/C T.L 948 147/ 27d 26' 41" RT C+3 249.64 9.165 28.419 298.585 78.773 211.187 289.96 249.64 4. 649.64 4. 949 147/1 A+ 191.581 194.27 385.851 188.813 192.387 381.199 4. 4. 8. 4. RIVER, LT LINE 95 147/2 A+3 25.73 213.182 418.911 27.613 217.515 425.129 4. 4. 8. 4. 951 147/3 A+ 186.818 188.15 374.833 182.485 184.75 366.559 4. 4. 8. Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 47 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. 952 147/4 A+3 211.985 29.41 421.395 215.925 212.54 428.429 4. 4. 8. 4. RIVER 953 147/5 A+ 19.59 189.454 38.44 187.496 185.987 373.483 4. 4. 8. 4. 954 147/6 A+3 21.546 28.325 418.871 214.13 211.62 425.75 4. 4. 8. 4. 955 147/7 A+ 191.675 188.278 379.953 188.938 184.424 373.362 4. 4. 8. 4. 956 147/8 A+3 211.722 214.87 426.593 215.576 219.759 435.335 4. 4. 8. 4. 957 147/9 A+ 185.13 197.883 383.13 18.241 197.188 377.429 4. 4. 8. 4. 958 147/1 A+ 22.117 185.996 388.113 22.812 181.392 384.25 4. 4. 8. 4. NH 93,LT LINE 959 147/11 A+3 214.4 21.111 424.115 218.68 213.435 432.43 4. 4. 8. 4. ROAD,LT LINE 96 148/ 2d 5' 1" LT B+ 48. 189.889 189.326 379.215 186.565 185.817 372.381 4. 4. 8. 4. ROAD 961 148/1 A+3 21.674 211.254 421.928 214.183 214.954 429.137 4. 4. 8. 4. 962 148/2 A+ 188.746 188.996 377.742 185.46 185.378 37.424 4. 4. 8. 4. LT LINE 963 148/3 A+3 211.4 21.529 421.534 214.622 213.991 428.613 4. 4. 8. 4. LT LINE 964 148/4 A+ 189.471 199.248 388.719 186.9 199.1 385.11 4. 4. 8. 4. 965 148/5 A+ 2.752 19.67 391.358 2.999 187.519 388.517 4. 4. 8. 4. 966 148/6 A+3 29.393 29.181 418.574 212.481 212.199 424.681 4. 4. 8. 4. 967 148/7 A+ 19.819 194.237 385.56 187.81 192.342 38.143 4. 4. 8. 4. 968 148/8 A+3 25.763 21.448 416.212 27.658 213.883 421.541 4. 4. 8. 4. 969 148/9 A+ 189.552 189.151 378.72 186.117 185.584 371.71 4. 4. 8. 4. 97 148/1 A+3 21.849 28.45 418.895 214.416 21.69 425.16 4. 4. 8. 4. 971 149/ 52d 48' 9" RT D+ 44. 191.955 162.719 354.674 189.31 162.188 351.497 4. 328.67 728.67 Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 48 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 328.67 ROAD 972 149/1 A+ 165.951 168.92 334.853 166.482 168.572 335.54 328.67 339.811 668.481 339.811 973 149/2 A+ 17.99 129.626 3.535 171.239 12.66 291.899 339.811 313.797 653.68 313.797 974 15/ 7d 51' 2" LT B+6 982.278 184.171 136.189 32.361 193.137 141.511 334.649 313.797 24. 553.797 24. RAIL LINE 975 151/ 7d 32' 37" RT C+3 24. 13.811 189.915 293.725 98.489 198.73 297.218 24. 326.2 566.2 326.2 CANAL, ROAD 976 151/1 A+ 136.285 171.792 38.77 127.47 172.366 299.837 326.2 34.87 666.287 34.87 ROAD 977 151/2 A+ 168.295 149.59 317.354 167.721 148.772 316.493 34.87 299.862 639.949 299.862 978 151/3 A+ 15.83 123.661 274.465 151.9 114.999 266.89 299.862 3.23 599.885 3.23 979 152/ 2d 22' 28" LT B+6 1266.172 176.362 121.13 297.374 185.24 121.487 36.512 3.23 239.139 539.162 239.139 132 K V T.L LINE 98 153/ 13d 3' 5" LT B+6 239.139 118.126 183.617 31.743 117.652 191.218 38.87 239.139 32.992 56.131 32.992 981 153/1 A+ 137.375 159.26 296.581 129.774 158.953 288.727 32.992 319.955 64.947 319.955 982 153/2 A+ 16.749 143.278 34.27 161.2 14.438 31.44 319.955 33.835 623.79 33.835 983 154/ 31d 34' 33" RT D+3 944.782 16.557 86.413 246.97 163.397 75.984 239.38 33.835 236.276 54.111 236.276 22 K V T L LINE 984 154/1 A+9 149.863 185.433 335.296 16.292 197.13 357.396 236.276 299.866 536.142 299.866 985 154/2 A+ 114.433 18.185 294.619 12.763 181.57 283.819 299.866 355.7 654.936 355.7 SH- 84 ROAD 986 155/ DEAD END A+ 891.212 174.885 174.13 355.7 Length of the Line (AP7/ - ( B ) 18229.717 AP155/) : Total length of Line [ A +B ] 369325.493 Checked By Approved By

CROSSING SCHEDULE OBJECT NO. OF CROSSING POND 7 NALA 32 CANAL 34 RIVER 21 MAJOR RIVER 1 KACCHA ROAD 15 ROAD 181 METAL ROAD 7 STATE HIGHWAY 2 NATIONAL HIGHWAY 7 RAILWAY LINE 4 LT LINE 68 11 KV. 62 33 KV. 8 132 KV. 1 22 KV. 2 4 KV. 5 5 KV. 2

Major Croxing Details of 765 kv Tr. Line from Bara to Mainpuri Sl. No. Major Xing No. of Xing Location Number Remarks From To 1 Railway Line 4 75/ 76/ Banda to Kanpur.(non electrification) 84/ 85/ Jhansi to Kanpur.(non electrification) 1/ 11/ Tundla to Kanpur.(non electrification) 15/ 151/ Shikohabad tofarrukhabad.(non electrification) 2 National Highway 5 1/ 2/ NH 76 7/ 71/ NH 86 88/ 89/ NH 2 123/ 124/ NH 91 147/1 147/11 NH 93 3 State Highway 2 13/4 13/5 154/2 155/ Shikdhabad to Mainpuri. 4 5 kv 4 94/ 95/ Rhind nagar to Delhi (S/C) 111/ 112/ Rhind nagar to Delhi.(D/C) 135/ 136/ Rohtak to Delhi.(S/C) 129/ 13/ Rhind nagar to Delhi.(D/C) 5 4 kv 5 42/ 43/ RHD. To KNP.(S/C) 96/ 97/ Kanpur to Ettawah.(D/C) 97/1 97/2 Auriyya to Kanpur. 98/ 99/ Agra to Kanpur.(S/C) 119/ 12/ Unnao to Anpara.(S/C) 6 22 kv 3 143/ 144/ Phaphund to Mainpuri.(D/C) 146/ 147/ Phaphund to Mainpuri.(D/C) 154/ 154/1 Mainpuri to Firozadad.(S/C) 7 132 kv 1 3/ 4/ Tower no 82 Tower no 83. 2/ 21/ R S Tower no 5 to Tower no 51. 24/ 25/ K S Tower no 37 to Tower no 38 48/ 49/ Tower no 179 to Tower no 18. 61/ 62/ M U Tower no 82 to Tower no 83 72/ 73/ (S/C) 87/3 87/4 Mitalila to Kanpur. (S/C) 1/ 11/ Tower no 1 to Tower no 11 (D/C) 14/ 15/ Phaphund to Kanpur (S/C)

152/ 153/ Mainpuri T L (S/C) 8 Major River 1 7/1 7/2 Yamuna River

TYPE OF TOWER NO.OF TOWER A+ 656 A+3 153 A+6 3 A+9 2 A+12 1 B+ 6 B+3 4 B+6 3 B+9 2 B+12 3 C+ 37 C+3 9 C+6 4 C+9 2 C+12 1 C+18 2 D+ 21 D+3 4 D+6 5 D+9 9 D+12 1 SPL + 2 SPL + 9 2 AP 1 TO AP 155 TOTAL TOWER = 986

TOWER SUMMERY TYPE OF TOWER NO.OF TOWER A+ 656 A+3 153 A+6 3 A+9 2 A+12 1 B+ 6 B+3 4 B+6 3 B+9 2 B+12 3 C+ 37 C+3 9 C+6 4 C+9 2 C+12 1 C+18 2 D+ 21 D+3 4 D+6 5 D+9 9 D+12 1 SPL + 2 SPL + 9 2 AP 1 TO AP 155 TOTAL TOWER = 986

", 25',,. 'f.,:....~ ~f" \...,. i, " ~, L, ~; i$»:"., 'j;l~'~', ' TOWER SPOTTING DATA FOR :l. 765KV SIC TRANSMISSION LINE FOR WIND'ZONE 4 (47m/sec) ;~ r,.- ~', -clower Type.. Sr.No. " Description:, " A 8., ' C D,; 1 MAXIMUM ANGl~ OF D~YIATION f. DOWNWARDS I",:,.. _., VERTICAL load limitation ON W~IGHT 2, SPAN (FOR BOTH GW & CON~UCTOR),. OQ-2 '. "j. 15-3 3' -,6, "i,oownwardi DOWNWARD 1 DOWNWARD I UPWARD UPWARD. UPwARD,. 'il ~AAX I MIN l "., MAXIMIN MAX I MIN" MAX I MIN.,, (I) ON BOTH SPANS 6 12, 6 1 2 6/ 61 (Ii) ON ONE SPAN ~ 36/1 36/1 36/-2 361-3,,. )Cv. Anole~Spa Dev. Annle.Soon Dev. AnnIe-Soan ev. Anole-Soo, o o () () {} r:',.~ (;) () (', ~ f) i!.. - f).' Q Q " - 8 15-8 3'. 8 ' 6-8 PERMISSIBLESUM OF ADJACENT SPANS IN & below 29' - 838 59'.834 METERS FOR VARIOUS DEYIATION ANGLES 28',875 58'.868 I (SUBJECTTO AVAILABILTY OFMINIMUM,.27-913' 57'.92, SPECIFIED LIVE METAL CLEAR..).NCES). 26'.951 3 56'.936, PERMISSIBLEONE SPAN FOR YARIOUS...989 55' - 971 'I" ',' ",, DEVIATION ANGLES SHouLD NOT EXCEED 24'-127 54'.15 6% OF THE YALUE SHOWN for SUM OF 23' -165 53'.14 ADJACENT SPANS 22'.113 52' - 175 21'.1142 51'-111 2'.118 5-1145 &beldw 49'.1181 & below 4 +18j+2Sm Extn. for tower type B,~.'>l'. PERMISSIBLESUM OF ADJACENT SPANS IN 5'.6 METERS FOR VARIOU~ DEVIATION ANGLES 4'..64 (SUBJECT TO AYAllABllTY OF MINIMUM 3-68 SPECIFIED LIVE METAL CLEARANCES). 2'.72 PERMISSIBLE ONE SPAN FOR YARIOUS lo~76, DEVIATION ANGLES SHOULD NOT EXCEED O' - 8 6% OF THE VALUE SHOWN FOR SUM OF... ADJACENt' SPANS, 'I 5 +18/+25m Exfn. for tower type-o. PERMISSIBLE SUM Of ADJACENT SPANS in SO'- 72. METERS FOR VARIOUS DEViAtiON ANGLES 49'.762,.... (SUBJECT TO AVAllABllTY OF MINIMUM 48'.84, SPECIFIED LIVE METAL CLEARANCES). 47' - 846 PERMISSIBLE ONE SPAN FOR VARIOUS 46-883 DEVIATION ANGLES SHOULD NOT EXCEED 45'.93 6% OF THE VALUE SHOWN FOR SUM OF.. & below ADJACWT SPANS' I~ :l, Page 2 of4 ':).., i I

General Details:. i Normal : 4 r. (,." Desinn NC BWC Wind Soon ii All spans are in meter iii AU loads are in Kgs A 4 24 8 4 24 C 4 24 o 4 24 Iv The towers ore clossified as follows:,. ( L () C (, Type of Tower Deviation limit Typical use To be used as tangent tower with IVI suspension A strinn _15' To be used as angle tower with VVV insulator B ~........_..._._- "--.~.~~ L."'_" M'_" ---""--""~ ' '_'_:;n"" '.. To be used for major obstacle crossing at with WV insulator sfrino To be used as medium angle tower with tension L':15~9.!.~!..~.~~ I......_........._..... _. _3d' To be used as tension tower for uplift forces resulting from an uplift span upto 2m under C broken wire condition... _._..._...._...- ~~!I9.b:~!2~~!)9i~:~Tcosf2S!~:: Q~Q~H!2."6~:::=:::== 3 _6 To be used with a deviation limit as a transnoo;ition tower To be used as Jorge angle tower with tension ~~~?-!.9.~.~~~~..~....._....,..._.~.._- To be used as tension tower for uplift forces resulting from an uplift sppn upto 3m under broken wire condition...._..._--,_....~,~~~!~6::~9~~!::r.~l9!i![~sc.9~~:s 6:~Ef ~:=~::=--=~:... _,... Q~..".._.._._.,~_<?:2:E:~.~~_c::!e'?,.~~.~_~.....,_...._..,._ -3._-...~._..._--_._._..~. Dead end with ao_lsodeviation '.1 line side and -lefj deviation on sub-station side (slack span) Anchor lower for river crossing with deviation on crossing side and _3 devialion on line side 11 (} L (; () (> C; C III ElECTRICAL CLEARANCE FOR RAILWAY CROSSING:.Prior approval of Railway Authority is 1 be obtained..minimum Clearance between lowest point of] 65KV line ConduclO:- and Roil level sholl be 24.7m. However. approval of railway crossing from railway authority has 1 be obtained in each case, For elecfrified railways or railways proposed 1 be electrified. the clearance between the highest traction conductor & the crossing ]65KV conductor shall not be less than 18.M under maximum sag tension condition II-- The railway crossing span sholl be limited to 3M.The crossing should be done with D type tower and normally be at right angle to the railway track Minimum Clearance between the.] 65KV conductors and other power lines shall not be less than 7.94m Page 3 of 4

, {} 1!"';; '.;c t'":\ ~ Ii' i-, f~" ~llv.' (', ~.: C V ;, e'"c'; r' " j l f...-~ VI "" VII \..t f~~ ~> rh VlIl ~). C IX X I, XI,, XII f""', I,,, XIII (~ P I :; ) () TELECOMMUNICATION LINE CROSSING: The angle of crossing shall be 9S near' fo 9 deg as possible. However. deviation be permitted underexeptiondhy difficull situations. fof'c::rossing angle below 6 deg; mol1er shall be referred to the authorities. Minimum clearance between 765KV conductors dnd telecommunication lines shall be 7.5m with maximuni conductor sag. ~." The number of consecutive spans between the sedion poinfs sholl notexeed 15. or 5 Km in plain tertoin and 1 spans or 3 Kms in.hilly terrair;'l.a section point shall comprise of tension point with C type or type towers as applicable. <; I Minimum ground clearance required: 15m Broken wire Conditions:.ii' "..."...." to the extent of 6 deg may For all National Highway C(bSsi~gs,tension tower is to be used and fhe Crossing span is tioi 1 exeed 25m. The design minimum clearance between conductor and road surface shall be 18.8m with maximum conductor S~g" Ii II..'.. Wayleave clearance: 32m"either side from the Cl of tower. " :, I~ Maximum span of adjdcealt sjans for various angle of deviation are subject to the condition thet Minimum Spedfied Live Metal cieor6nce & Minimum Ground Clearance are available.. ~ Ii.. Tower type C shail be used for: transposion with deg deviation with modification of Cross-arms. ~~,r ~. " Extra ground clearohce for oihndividual span 1be provided when equivalent :span is less than the normal span {4m} and shall be colculcifed as pet formula as follows: " '- 'j"'. ',, Wherein,!1 t ~' [(2.181 /8)X 1 )x(1 IT," TIT,) T1 = Tension as per stringing chart of ssoc T 2 =otension'os per sag "templote of asoc if " Vertical load of individual spans are acting downwards for suspension fowers.. Suspension Tower (A & B) I' Anyone phase loll sub-conductorsj or eorthwire broken Anyone phose (Oilsub-conductors) or earthwire Medium Angle Tower {C}, broken. AU phases (oil sub-eonduclors) ond earthwires broken on the one span and an phases {all Large Angle I Dead End Towel (bide), subconductorsj and eorthwires intact in Ihe adjacent span. XIY Design 'Load Tensions: i @ 1 t.. I {;~ :;:. ForGround Wire: 379:Kgs (at 3:tC & 75% Wind) for Tower types A B. 8 3775,:Kgs(at 32 C & Full Wind) for Tower type, C &!~.~ DeviationAnglf?"f. "I(,~ '1SJ 3 Tension K,. at 32 FW.."13775 3743 3646, 4t t.. ' For Conductor: 7895Kgs (1 32"C & 75% Wind) for Tower type, A & 8.,. 9677:Kgs (at 32 C & FullWind) for Tower type, C & ~~. ~ Deviation Angle Tansion Kas ot 32 tw 'jj ~;.: 9677 I 9594 3 9347 6 3269 6.838 ".,, page 4f 4

PROJECT: 765KV SIC TRANSMISSION LINE CllENT: UPPTCl WIRE: PHASECONDUCTOR SAG TENSION CALCULATION,. ;'." NAME OF THE CONDUCTOR : 42/4.57+7/2.54 Phase Conductor AREA: mm' 725 "QUAD ACSR BERSfMIS" OIA: mm 35.5 WT Of CONDUCTOR: Kg/m 2.181 ULTIMATE TENSILE STRENGTH: ):9 1574 MODULUS OF ELASTICITY : Kg/mm 2 6322.. MAX WORKING SPAN : m 4 MIN TEMPERATURE: 'c EVERY DAYTEMPERATURE : c 32 MAX TEMPERATURE: c 85 COEFF Of LINEAR EXPANSION: f'c 2. I 2E-5 INITIAL F.O.S OR SAG TYPE 'F' FOR FOS : F : FOS 4.545 FILL ANY OF THE I TWO ROW : SAG INITIAL TEMP: c 32 INITIAL WIND PRESSURE: Kg/m 2 RADIAL ICE FORMATION: mm { c. ( WINO ICE TEMP PRESSURE FORMATION (OCI (Kg/m') Imm) - SAG STRESS TENSION F.O.S SPAN 1m} IKg/cm 2 j (Kg) (%) 1m) INI 32 12.626 476.54 3455 22 4 1= 25 32-1334.73 9677 62 4 75% 154 32-188.9 7895 5 4 36% 74. 771.78 5595 36 4 11.164 538.94 397 25 4. 85 14.835 45.56 294 19 4 <- \, () L L. o o () o o Noles: Basic wind speed Vb = 47 m/sec Wind zone- 4 Reliabilily level- 2 Design wind pressure Pd = 879 N/m' Terrain Calegory- 2 (K2=I.oo) = 89.6 Kg/m'. Wind pressure on conductor F wc = PlCdC.GC CdC: 1. = 25 Kg/m' G c : 2.285 1% wind pressure af everyday temperolure : 25 Kg/m' 75% wind pressure at minimum temperature: 154 Kg/m' 36% wind pressure at minimum temperature: 74 Kg/m'

)~: q;jag TENSION J{'.!: PROJECT; 765KV SIC TRANSMISSION LINE CUENT: UPPTCL WIRE: EARTHWIRE IGSW) CALCULATION NAME OF THE CONDUCTOR: GSW 7/3.66 Earlhwire '.. r 'l{. ;;t...;.,..; ';., WIND ''.~RESSURE " IKg/m'I AREA: mm' 73.65 7/3.66 OJA: mm 1.98 WT: Kg/m.583 ULTIMATE TENSILE STRENGTH: Kg 6972 MODULUS OF ElASTICITY: Kg/mm 1 19361 MAX WORKING SPAN: m 4 MIN TEMPERATURE: 'c EVERY DAY TEMPERATURE: 'c 32 MAX TEMPERATURE: 'c 4 COEFF OF UNEAREXPANSION : fc 1.15E-5 INITIAL F.O.s.OR SAG TYPE 'F' FOR FOS : INITIAL TEMP: 'c INITIAL WIND PRESSURE: Kg/m 2 RADIAL ICE FORMATION: mm TEMP l'q ice FORMATION (mm) FOS FILL ANY OF THE lworow SAG 1.Q47 SAG STRESS TENSION F.O.s SPAN (Kg/cm 2 ) (Kg) 1%1 1.47 1575.76 1161 17 4 257 32 5125.74 3775 54 4 c~",193 32 4181.15 379 44 4 ~;93 273.68 211 29 4 32 1,915 145.44 168 15 4 4 11.127 1422.85 148 15 4 l!- (;; (l) () ~) () () e' Basic wind speed Vb :: 47 m/see Design wind pressure Pd = = 879 N/m' 89,6 Kg/m' pressure on conductor Fwe = Pd"Cdc.G c 257 Kg/m' 1% wind pressure af everyday temperature: 75% wind pressure at mini~umtemperature: 36% wind pressure at minimum temperature: Wind zone- 4 Reliobility level- 2 Terrqin Category- 2 (K2= 1.) Cdc: 1.2 Gc: 2.387 257 Kg/m' 193 Kg/m' 93 Kg/m'

,. (.,. r f f'., f,,: r ( C C C I' C' (\ tj o c c o () o o o SAG PROJECT: 765KV SIC TRANSMISSION LINE TENSION CALCULATION CLIENT: UPPTCL WIRE: PHASE CONDUCTOR NAME OF THE CONDUCTOR: 42/4.57+7/2.54 Phase Conductor.. AREA: mm' 725 "QUAD ACSR BERSfMIS" WIND PRESSURE IKg/m') DIA: mm 35.5 WT OF CONDUCTOR: Kg/m 2.181 ULTIMATE TENSILE STRENGTH: Kg 1574 MODULUS Of ELASTICITY: Kg/mm 2 6322 MAX WORKING SPAN: m 4 MIN TEMPERATURE : 'c EVERYDAYrEMPERATURE : 'c 32 MAXTEMPERATURE: 'c 85 COEfF OF LINEAR EXPANSION: f'c 2.12E.Q5 INITIAL F..5 OR SAG (ml TYPE 'P FOR FOS : F : ros 4.545 FILL ANY OF THE I TWO ROW : SAG INITIAL TEMP: 'c 32 INIflAL WIND PRESSURE: Kg/m 2 RADIAL ICE FORMA non: mm TEMP I'c) ICE FORMATION Imm) SAG STRESS It::NSIQN F.O.S SPAN 1m) (Kg/cm 2 ) (Kg) 1%) INI 32 12.626 476.54 3455 22 4 1% 25 32-1334.73 9677 62 4 75% 154 32. 188.9 7895 5 4 36% 74-771.78 5595 36 4 Noles: 11.164 538.94 397 25 4 85 14.835 45.56 294 19 4 Basic wind speed Vb = 47 m/sec Wind zone- 4 Reiiabilily level- 2 Design wind pressure Pd = 879 N/m' Terrain Category- 2 (K2=l.oo) = 89.6 Kg/m' Wind pressure on conductor Fwe = Pd~Cdc-G c CdC: 1. = 25 Kg/m' Go: 2.285 1% wind pressure at everyday temperature: 25 Kg/m' 75% wind pressure at minimum temperature : 154 Kg/m' 36% wind pressure at m~nil11umtemperature: 74 Kg/m'

'.i --_. I' ":-- I.":t~------------------------------ "' ~iu C~ @ (I'" 1. -~~2 3 4 f".~ 5 6 " 7 6 9 ~ C.:.l CONDUCTOR PROPERTIES MATERIAL ACSR BERSIMIS NOMINAL SIZE STRAJ-'DINGS 42/4.5'+'/2.54 DlAM TEn. (mm) 35.5 AREA (sq.mm 725. WEIGHT (kg/m) 2.161 UTS (kg) 1574. ELASTICITY(kg/sq.mm) 6322. U-ExPANSiON V.C).212 ' f. 5'.'.1, - = TENSIc"CT NO WI TENSJ( NO WI~T 765Kv Sic BARA-MAINPURI TRANSMISSION LINE Uttar Pradesh Power Transmission Corporation Limited. TENSllRACTNO.21/ECTD/L/OB 9 Dld.12.9.B ':RACTO Ruma Enterprises & Consultants SAG E: Pvl. Ltd. Guwahati. GROUl\. IU.nI,;b. NOR XlI liooi.nll wn MAX S 17 1 t OIl.I.:irCltlKG I SAG TEMPLATE llhizr.ml., 1/1. 1I:f:'i., t _I il

o ("~r'-t C' ~.,,. -,...,.--".--'.. -------.._, ~,- - -.--. --...l.,.._ - -- - - - - -.- -' - - -- - - - ~ The Summrised Details Including Coordinates of Angle points of Proposed 765 kv Transmission Line From Sara to Mainpuri '. Apex Latitude Longitude Eastina Northina Section Cum sec. Deflaction Side Remarks i No. 1 N2S.'2'41.2' E8'"39'231" 566126.17 2788522.81 Lenoth len. Anole of Oet. 2 N2S"12'469" E81"39'18." 565983177 2788696655 225.9 225.9 3" 12' 45" R Nh 76 l' KV :1No.j, 3 N25'14'.5" E81"39'5,3" 565617.23 279958.846 2291.632 2516,641 15" 36' 43" L 33KV (1NO) I 4 N25'14'6,9" ES1 "39'2.'" 565526345 279115538 216133 2732774 1' 19' 56" R 132 KVTil i, 5 N2S"'4'43.r i E81 3B'44.S' 56535737 2792284.779 1231669 3964,':'42 2' ' 55" L f\;1~, 6 N25'16'3.2" E81'38'36" 563871 768 2794726292 i 274.777 6669,219 3~ 6' 15" L ROAD (3NOS,).CANEL (1NO; NAlApNo', 7 N2s"'8'15.7" E81.34'32.9~ 557961 66 2798774.41 7163355 13832574 7' 41' 37'" R ROAD (3Nosl.', KV, CANEL.(2Nos.) N25-18'45.7" E81-33'S54" 55698,833 279972535 1418.955 I 15251529 1' 19' 45~ R YAMUNA RIVER 9 N25-'!9'43." E81-33'82" 555582.69 28i449.214 2174.939 17426468 18' 59' 6" L ROAD(2Nos.) i 1 N25'2'1.7" E81~32'37.2" 5S4713.31 28223.439 141.98 18468,376 25" 47' 55" L ROAD (2Nos.). 1 4 Il;V (2Nos.l.33 KV 11 N25'2'16." E81'3'43,8" 551542.746 28244965 3198.997 21667373 1'52'18" R ROAD (5No'S) 11 KV (4Nos.). I 12 N25'2'314" E81'29'63" 548787.193 282911.6 2794,14 24461 387 24" 34' 45" R ROAD (3Nos.), 11 KV (2Nos.), CANEL 13 N2S"21'14.3" E81'2T56." 546843358 284226.973 2347,364 2688.751 39" 32' 42" R ROAD {3Nos j, CANEL 11 Il;V 14 N25'22'27 2" E81'2T32.7" 54518G.498 286464.81 2332248 29141 43' 18' 25" L K1LNA! NADI (i Tt...,es,j, \1 KV SIH 15 N2S"23'11 f E81'26'9,6" 5~3859.858 287826.283 2595711 3183671 41"51'5- R ROAD {2Nos j. NALA I 16 N25'25'163" E8.1"2S'26.r 542637.792 2811655.191 41922 35855913 35"11'59" L ROAD (3Nos..:KILNAHAI RIVER. CANEL. l T LINE (2Nos) 17 N25'25'4 " E81"24'S2.1" 541679.21 281238.274 122.76 3757989 14' 2' 56" L ROAD (2Nos.), 11KV (2Nos.) 18 N25'26'3A" E81'22'41.2" 53818.864 2813937.681 3977 72 4135,79 55' 15' 15" R 11 KV (2Nos.), ROAD {<lnos.} 19 N25'28'37." E81'22'12,9" 537217.657 2817813.~4 3957.955 44993.664 21" 55'18" L 11 KV(2Nos.), ROAD (o1nos.) 2 N25'3'15,1" E81'21'1.5" 535215,631 282826.92 3617.669 48611.334 22' 24' 39" R t 1 KV. ROAD (<lnos.), 33 KV 21 N25'3'22.6" E81"2'59,9" 53517,655 282154.26 231.764 48843.97 36' ' 8" L 132 KVTIt., 11 KV 22 N2S"31'47,3" ED1'19'19,9" 53236484 2823653.19 3824.531 52867628 18' 32' 35" L 11 KV. ROAD 23 N25'32'35.5" E81'17'22.7" 52997,559 2825126.2 3583.911 56251.539 2' 23' " R '1 KV (2No'SI. ROAD 24 N25'33'33.3" E81'15'18.3" 527298.38 28269327 2528.534 5878.74 6' 32' 55" R ROAD 25 N25'33'3S,6" E81'16'D,?" 527167865 282765.516 28.275 58988.348 27' 41' 5" R 132KVTIl. 25 N2S"34'24.S" E81'16'3,8" 526889.821 282848274 1441.821 643,169 4.28' 52" L ROAD (2Nos.), 33 KV. 27 N25'35'45,2" E81.'4'12." 523766.867 283955,51 3984.928 64415.97 6' 19' 5" R ROAD 28 N25'36'53.5" E81'12'55,3" 521651,35 283351.277 2977.891 67392,988 14' 55' 51" L ROAD 12Nos.), 11 KV 29 N25'36'59,9" E81'12'44," 52136.566 2833248.79 397.271 6779,259 26' 29' 45" R NIL 3 N25'37'41.4" E81'12'13.5" 52456,132 2834523.665 1532.564 59322.823 26" 5' 45" I L LOWER GANGA CANEL, ROAD (2No$.).

~-.'-.- --1;:._' _'. -,,-'--.---'-- Aoex Latitude Lonaitude Eastin~ Northinn Section Cum sec. Deflaction Side Remarks No, Lenoth Len. Anole of Def. 31 N25'38'46.T" E8,'1',O.2" 517'5.669 2836526.46 398.743 7333566 7. 37' 58" R ROAD (3N::I5) 32 N25'4'6.4" E8"8'17.3" 513863.674 2838973.847 399.84 77294.46 1' 51' 9" l 11 KV (2No5,j, ROAD. 33 N2S'4"21.6" E8,'6'23.3" 51682.892 2841283.127 393.667 81225.73 8' 23' 33" l ROAD (3Ncs.), 11 KV, POND, NALA 34 N25'42'129" E8l'4'35.'" 57666.529 2942859.2'4 343.36 84628.38 3' 3' '2" l 11 K:V. CANEL, ROAD (5Nos,), 33KV. 35 N25'43'4,2" E8l'2'28.5" 54137.971 2844436.843 3865.'83 88493.563 6' '' 56" R 33 KV, LG CANEL. ROAD 2 (Nos", LT LINE. 36 N25'43'53.5" E81'OO'55.3" 5,54.374 2845952.79 37.591 9'51.154 OS' 52' 54" R ROAD 37 N25'44'2,3" E8,'OO"4,8" 5412.254 2846776.89 1397.3' 92898'85 OS' 36' 22" l ROAD 38 N25'44'4.4' E8'59'37.'" 499362.645 294739.2 1218.73 94116915 OS" 45' 44" l POND. ROAD. CANEL 39 N2S"45'21.2" E8'57'59.6" 496646' 284865.268 2992.39 9718.955 ' 48' 3' R CANEL, ROAD (2Nos,). 11 KV 4 N25'45'53.6' E8.S6'44.8" 494563.866 2849647.364 238667 99417.621 " 22' 57" R ROAD. CANEL. 41 N25"46'4.5" E8'55'2,8" 491723,99' 285192.552 3186.44 1264.6' 12'18' 17" l ROAD (3Nos..). CANEL (2Nos.l 42 N25'46'53.9" E8'54'4,O" 4985.'71 285'56.23 '748,69 '4352.67 26' ' 13" l ROAD (2Nos.1. 43 N25'46'52.4" E8'53'56,2" 48986714' 285'46.54 222.768 14575.438 19' '' 4" R ROAD, 4 KV Til 44 N25'46'58,5" E8'53'2.6" 488375.671 2851648.222 '53,237 1678.674 24" 46' 44" R 1111, NALA POND 45 N25'48'." E8'5"'3.3" 4853339 2853545979 3585.983 19664.657 11.55'2~ l ROAD 45 N25'49'Ol.6" E8'48'5.9" 48119.393 2855445.682 5549.276 115213.933 25' 2' 56" R ROAD (SN5), 11 KV (2NOS.) 47 N25'5O'33." E8'46'26" 477342.7' 285826.339 3953.6 119166.993 9' 28' 37" l 11 J<V (3Nos.), ROAD (3NC5.). POND 48 N25'51'19,9" E8"4S'14.1" 475343.59 285977.559 2467.973 12'634.9 6 7' 45' 37' R 33 KV, ROAD 49 N25'Sl'24.6" ESO" 45'8.6" 475191.444 2859852.761 21,3'4 12'845.26 4' 22' 24" l 132KVTIl.. 5 N25'52'51.9" E8'43'12" 47189986 2862545636 4252.92 12698.183 17' 42' 22" l ROAD (2Nos.), 11 KY. 51 N25'53'4.'" E8 c 42'35.9" 47945,521 2662923354 126.296 127124.478 7' 45' 6" l ROAD (3Nos.), LT LINE (2No!>.), 11 KV (2Nos.) 52 N25'53'16.5" E8'41'396" 469387,374 286336.951 '64.671 128729.149 2. 3' 42~ R ROAD, 11 KV. POND. 53 N2S"S4'44.3" ERO'39'14.5" 465351.793 2866'7.96 486'.634 13359.783 9' 5' 11" R ROA:J (5Nos.), 11 KV 13NOS..).LT LINE 54 N25"56'1'." E8"3i'33.8" 462555274 2868693.41 3869.958 13746.741 15' 4' 22" R 11KV {3NOS). CANEL, ROAD 55 N25'57'29.3" E8'36'41," 46194.593 287115.45 2619.6'4 1428.556 '6' 8' 46" l ROAD (3NOS.), LT LINE (2Nos.). 56 N25'59'15,2' E8'34'32,9" 457543.526 2874376.759 4828.477 14519.33 4" 52' 5'" l ROAD (4No5.1, 11 KV (2Ncs.) 57 N26'OO'58.3" E8'32'4,?" 4534j5.24 287756.573 5'97.594 1536.626 13' 3' 6" l ROAD {3NOS.),ll KV, NALA 58 N16'O",9.4" E8'31'13.5" 452'2,237 2878215.736 1566.548 151673.175 24' OS' 45" R ROAD (2Nos.), LT LINE, 11 KV (2NO!>.). 59 N26'2'11.3" E8'3'22.6" 45611.388 2879816.929 2127.466 154,66' 7'17' 5" R 11 KV (2No!>.), ROAD (5NOS.), LT LINE 6 N26'4'6,6" E8"28'56.3" 448221.794 2883373.385 4284.667 '58285.347 11' 43' 26" l 11 KV (3Nos.), ROAD (llnes). LT LINE (2Nos.), NALA 61 N26'5'39.3" E8'2T9.9" 445276.725 2686255.266 412.516 16245.865 49' '" 1" R ROAD (BNos.). 11 KV (4NO$). NALA ":

~--~') o,.. r'" t", --',,,'-r"",:,-. --:,,'~,: c -'," :-J~--,-.:r-"..'-',:','.,-'-: '-'i..'- _-'-<,:- ~~;--',--~,'_.~~;:~~:~j--'.--';... Aoex Latitude Lonaitude Eastina Northing Section Cum sec. Def1action Side Remarks. '--' -'-"~i;'-~.)--<-!:~ No. Length Len: Angle of Oaf,.. ~.'" 62 N26"5'47,6" E8.27'1.4" 445291,565 2886493.479 238,675 162644,54 54 e.58' 34~ L 132 KV TIL ~, N26'1'6.", 2888917.279 1G653,S63 b1' S8' 49':. - 63 E8'25'2.7" 442254,71 3886.23 R ; ROAD (3Nos.), NALA, 1t KV(3NOS.).IT L1Nfo:. -.!C.., 'C" -.' N26"1'47,".. E8'24'27,1,"" '44771,377 1951.1171 "K'-. ~...,., 64 289186,696 ' 168482.435 14" 4' 35" 'NALA..ROAD, 1'1Kv. 65 N26"8'49.2". - E8"23'38,8" 43g439,884 289215,882 2335,676, 17818,11.6" 58' 13" L, ~ - L"F LINE (3Nos'.). ROAD (2NOS.l, NALA ~. -.::.t. '"',.' 'j, 66 N26"1'23,4" E8"22'4,8" 436844,712 289515.854 3899.233 174717,343 11,':11' 14" L CANEL. NALA (3Nos.). ROAD {5Nos.), 11KV. -;;'; '@.-'-~'" ', -...._,~_x_~~... _- ~~-:, ",,",:,,-..- - -.,,'. -.-. ","""'''",'._.- i 1~'33"58';,...,.;;:.,,;.,'" 67 N26'11'39:5" E8"2'12," 433725,359 289737H3S 391.359 178627.73 R RIND RIVER (2Times.).NAt.A (2Nos.},ROAO (2NOS.k1 i KV. :1'"" 68 N26"13'8.2" E8"18'7.8" 43292.466 29119,633 4395,863 18323,566 8" 2' 9" R ROAD (2Nos.), RIND RIVER. ', ' 69 N26'14'411,7" E8'16'21.6" 427361.947 293228,262 1.34; 43",R '" -' - - 7 N26"16'6,481", E8'14'54,4124",424964.37, 296973.64 4452.447 191748.192 17~54'15". " L' ';'," ",- ROAD. RIND RIVER. 71 N26'16'57:11782" E8"14'44,37247" 424687.475 297192,7 346.283. 19293.47,6, 3"31'52,2" R - 4272. 179 187295,745..~ 11 KV :'ROAO 12NOS.),CT line,' ',;c:,:;;~.,,..,, ".." " ".----, --.-::-~~ 72 ' N26'l1'9,59939" E8'14'39,2162:l" 424546.717 297677.53 49.764 19253.239 33;11:2<.87".'-.-'- ~ '"-,,,m-*-";~'n';;;"c~... :r' NH.86:~'-'~~'----; 'w>?~;';',,.:. "."J1 73 t:>f2s"1?,16,.3~~.1 =. : E8~14'29,4434" ~242S5,838. 297787,29 35.44..192853:643. ':.,. c - "';: "1'''LT LINE, 1-VR c:. -. E8'14'9,8 i544" 423734.886 298183,51 662,377 ' 193516.2 9"2'19,85" - --, 74 N26'17'29.12581",5 132KVTL,. --.- 75 N26'l1'33,559S" E8' I4', I 83",'423468.491 298321.15 3.1 193816,21 38'26'45,51" 'C ","-, '\." -~ 76 N26'17'32,1846" E8'13'51.69628" 423232,941 298275,15 24, 19456,2 27"37'54.69" L. -.b~~l~" ~,'.':'~ 77 N26"17'48.85958" E8"12'47,54129" 421456.954 29se3.844 1853,39 ' 19599,59 3'53'3,3" R BANDA e.g. RAILWAY LINE, NALA, 78 N26~18'33.5758" E8~1Q'32.9243" 41779.631 29122.948 4, 19999.59 16'3'43,9" R ltline,2vr ~i 79 N26'18'4.13896" E8"8'48,98198" 414851.92 291423.422 2866,23 22775.262 6"3'8,84" L 4 VR, 2 l T LINE, CANAL 8 N26'18'57.6731" E8"7'7,92759" 41253.47 291963,32 285. 25625.262 14"32'4.21" R :lvr, RIND RIVER, CA,'JAl 8f N26'18'56,15764" E8'6'53,53678" 411654,268 291937,774 4, 2625.263 13"38'51.26" L 4 VR, NALA; 1'-tT LINE. 82 N26'19'4.28623" E8."6',38725" 41182.351 2911198,32 1494.749 2752ClOl1 36~8'14.32" R 5 KV Tl 83 N26'2'56.93636" E8'3'58,63432:' 46831.653 2914687,775 4837,921 212357.933 18"37'26.49" R 1-VR. 1.CANAl 84,N26"21 '7,4876", E8"3'53,2511" 46684,662 2914999.983 345,8 21273,13 R NON.RIVt:R, 3-l T LINE, 4-VR,, 85 N26"21'13.4132" E8'3'49,63587" 46585,9 2915196.513 219,95 212922,963 1"56'31.51' 5 86 N26"22'18.47542" E8'3'15.7194" 4566.469 291725,119 2211.543 215134.55 19~57'3.76n.- R 2-l T LINE, Jhansl - kanp1.lf BG. railway line:,. '. 87 N26'22'34,53341" E8"2'57,82487" 45188,196 291772,781 7. 215834,55 11'36'18,29" L :4.vR, 5-l T (cine ',, 88 N26'23'28,7345" E8"2'17,98194" 4476.488 2919378.541 1999.999 217834,55 11'54'39,13" R I VR 89 N26"23'37.84". E8"2'13,99646" 43968.136 2919658.291 3, 218134.55 4"12'25.12" R 2.l T LINE, 132 KV Tl 9 N26"24'1.56966" N26'24'1,56966" 4294,571 29268,676 2134,366 22268,871 43'46',94" L 1.LT LINE, NH.2 ",;,,,, 91 N26"24'22,9363" E8'Ol '1,6289" 41973.542 292161.927 4. 22668,871 47'27.69" R 4-l T LINE, 2-CANAL 92 N26"24'55.13941" E79'59'43.53916" 399817.754 292269.584 2379.663 22348.534 4'21'16,35" L.132 KV n,, ", ;~.,,~,,~ 4!

:r:.',.,..~ ~~_ ~ _',_ 1';) e;~~(~ r\ r\!.l..("'"j ('i..-s?' r; {:~!~ t"~~ ~l \","",J~,'I w.''?:~" f~""" ~. ;""'"' r~:-,,~..,,~,.,. - _..._..' -..._.,.-'_...._...--.. ----..t.w.. _,. -"".-.""'.-. -"i;'- -.;.,'-... '. ~~'-',;.,,<--...,-":.- Anex Latitude Lonnitude Eastinn Northina Section Cum sec. Deflaction Sido Remarks No, Lenath Len, Anoia of Def, 93 N26'25'48.85668": E79.'57',86612" 39532462 2923758,247 94 N26'26'48.45493" E79'56"2.45553" 393998.77 292562.933 95 N26'26'58.6759" E79'56'14.2745" 39451.478 2925898.266 96 N26'27'8.7338" E19'56'13.21353". 39424.918 2926226.66 97 N26'27'21.583~" E79'56'15,42421" 394894, 2926621.42, 98 N26'28'1.7153', E79'56'1.1791" 393954.688 2928134.39 99 N26'28'23.6541" "E79'56'l1.5967" '393996.a2 2928532.167 1 N26'28'51.22423" E79'56'9.28884" 393942.326 292938.941. 11 N26'29'4.17699" E79'56'1.52296" '393979,198 2929779.182 12 N26'29'39.52362" E79'55'44.21161" 39326.375 293872.757 "r63..n26'3'o:i.15442" E19'55'1~24153"" 392326:362 2931626'163..,,-.. ~.. _",. 14 N26'3'15.61264" E79'55'4.32537'~ 392165.485 2931992:3e5' 15 N26'3'27.9824" E79'55'8.776" 392291.754 2932371.932 16 N26'3'39.74" E79'55'1.11385" 39282.655 2932712.921 17 N26'31'5.22631" E79'54'26.23875" 391124.154. 2933527.815 18 N26'32'45.11473" E79'49'31.88984" 38317.855 2936671.679 19 N26'34'43.7539 E79~47'45.18941" 3886.395 294349.465 11 N26'36'1.1534" E79'46'17.3125" 37768,746 29433.998 111 N26 35'21.84794" E79745'38,67878" 376617.449 2943581.234 112 N26'36'25,41326" E79'45'24.4734" 376223.62 2943516.128 113 N26'38'15.318" E79'43'21,3855". 37285.999 2946931.4 114 : N26 4'5.17943" E79 41'18.9663" 369477'.841 295346.338 115 N26'4'52.8859" E79'57'.86612" 368134.793 2951828.34 116 N26'42'8.34728" E79'56'12.45553" 363958.61 2954194.14.117 N26'42'58.51826" E79'56".4.2745" 36976.529 295577.929 118 N2'44'.53241" E79'5'13,21353" 359825.155 295787.715 119 N2'44'19.4118" E79'56'15.42421'" 359885.864 2958272.81 12 N26'44'31.3467" E79'56'1.1791" 3647.681 2958637.889 121 N2'44'44.33184" E79'5'11.5967". 3634,339 295937.667 122 N26'47'.9874" E79'56'9,28884" 357717.96 2963241.729 123 N26'48'35,26957" E79'56'1.52296" 354222.947 296621.514 48, 2271.717 3, 329.466 4. 1518.949 4. 85.52 4. 138.998 12. 4. 4, 4. 1258.81 8552.12,> 48. 362.467 12. 4. 48. 48. 2. 48. 3373.58 2399.999 4. 4. 4.1 48. 4585.676,227848.534. 33'41'46.56" L 2312.251' 45'49'3.52" R - 2342.25 14"44'35.21" R 23749.716 13'54'6.23" L 231149.716 '13'33'367" R' 232668.665 11'25'12.56" L 23368,665 9'42'57.38" IRS' 233919.186 9'2'51.54" L 234319.186 38'42'53.3'" R 235628.184 17'46'11.9" L '236826.184 '21'23'37.92" "L-- 2:i122e.1IW 42'7'.35"'~- R' 237628.164 49"55'5.35" R 23828,164 18'6'47.24" L 239286.264 18'48'6.23" L 24783e.39 28'26'45.34" L 252638.39 1'54'36.61" R 25624o.e57 2'29'2.56" L 25744.856 37'51'16.96" L 25784.856 55'35'52.38" L 26264.857 R '26744.856 2'27'45.2" S 26944,657 18'16'42.53" R 27424.857,'4'33.31" L 277613.915 33"28'14.93" L 2813,914 31'23'53.24' R 28413.914 15'7'57,65" R 28813.915 25'46'25.96" R 281213,915 26'56'35.7", L 28613.915 2'47'56.85" L 29599,591 21'22'51.11" L '. c'... 2-ROAOS 5-VR. ;.LT LINE 4--VR, CANAL 5 KV line 1.LT LINE, 4 KV DC Tl,,,,,V 3-LT, ',4 KVR CANAL'.'H '-i- 1.lT,1-4KVTL, ~"I' 1.vR',!; --(~ ELECTRIFIED BG RAilWAY UNE. 132 KV Tl ~-=~...,:;.-;~- -~. 1.VR.~~-.=::;;;;i~---".. _',:~-..,-", -.-;' -,-YR,- - 132 KV TL, VR 4.ROAO, '.LT 4 KVTL UNE, NALA 6-VR. 6-LT LINE, '-CANAl 4.VR', NALA 3-LT LINE. 4.lTUNE,1.NALA, 1.ROAD 2.RQAD, 5 KVTl RIND RIVER 5.ROAD. '.l T LINE J:.ROAD, 1-NALA, 3-RDAD,1.CANAt l-road.2-canal 3-RDAD, 2.l T LINE, J:-ROAD, 2-CANAL,,-GAS LINE... -.;;';,-. ~'..........' i-;.l-._--,",,",,"~ ~" '". ~ '-'_!! I

- ~ - '- - C'----...-- ~>-e~::~,._<~._8_r~._-~_. _':-:... ' -':-_' -, '-,,:,:)---!.:-~.. \..._', ;--,, ''''-. <}- ;--',.. '. Apex Latitude Lon~itude Eastina NorthinQ Section Cum sec. Deflaction Side Remarks No, LenQlh Len. Annie of Def. 124 N26'48'42.75128" E7ge31'56.1853~ 354' 28.193 2966441.862 25. 29849.S91 12"33'52.56" R 3.ROAD. '.NALA 125 N2G-49'13.3917" E79.31'31.82552" 353466568 296739249 115826 2927.797 11.27'.87" L NH-9TA 126 N26'5'334926'" E7g.29'56.2143T' 35C855.966 2969888,314 3611.7 295619499 16"43'21.35" L 127 N2S'S1'42.6438" E79'2T2.32598' 346578.745 29,7266.74 48. 3419498 12-21'41.15" L 129 N26'53'2.57" E79"25'4.48499" 3428673 297511.25 48. 35219498 9.'4." R II-ROA.D.2.CANAt 129 N2S"S4'41.73116" E79'23'4134169" 3464734 2977654.Ih 344.26 38623758 54'48'44.27" R 2.RO!..Dl.NALA 13 N2o D S4'54,42344" E79"23'44.45439" 34595,833 297843.555 4, 3923.758 5''." R 5-ROAO, l-l TUNE 131 N2S S5'4.72S9" E79'23'35.52591" 34456.26 2978363699 399,999 39423758 21'35'3664" L 5 KVTL I G I 132 N2S S6'23.53475" E79 2j'8,3337j" 336424.373 298841.1 B6 473236 314155,794 :2O 49'52.63" G G L 1.CANAl '33 N26~58'38.493" E79 19'16.14683" 333385.259 298532,535 5177.221 319333,15 4 38'32,27" R 5.ROAD,2.CANAl. 134 ;426 G 59'32,56784" E79.'8'3825912" 332362.915 2986713.779 1967,681 3213,696 48.33'47.49" R 3-ROAO, 1~NALA 135 N26'59'34.7294" E79.'8'23.94459" 331969.155 2986784,157 4, 3217696 39 S7'26.89" G L '.ROAD, 1.NALA 136 N26'59'28,OO821" E79 18'11.4S6:li" G 331622.132 298658S,222 4, 3221.697 5'26'3633" L 137 N25'59'32.5117" E79., i'57,81 31" 331247.75& 2Q8672611ap 4, 3225.697 31.j8'7,8" R 5 KV TL. 2~8-~9~1f5'l-~' 1<",....),"' ""J 138 N27"OO'43.34768" E79.'6'54.9481 '. 32952,888 28. 3263,697 19'-~r2'4,3" R,,".)) : 139 N27'2'OaS1S7" E79 16'23.9196S" G 328722234 2991357.769 2565611 32785G.38 49.1'32.8" R 2-ROAD, 1~NALA 14 N27"2'43.14931" E79'14'2963292" 3255933' 299267 t.964 3396.458 331252,766 12.2'58.8" L 2.ROAD, ~.CANAl, RIND RIVER 141 N27'3'9.16635" E79'11'3789863" 32869.4 2993539.61 48. 33652.766 14~26'27.66" L 2-ROAD, RIND RIVER 142 N27'4'12,6539" E79'8'58,79S7S" 316514,3 2995557,163 48, 34852.766 R 1-ROAD, l-nala,,. LT LINE 143 N2rOS'17,6477T' E79'6'1697697" 31285,87 2997623.798 488676 345739,473 36'49'6.67" S 4.ROAO,2-CANAL, 1.l T LINE 144 N27'5'1479867" E79.6'2.S1121" 311694.26 2997541.999 4. 346139.473 45.8'43.15" L 3-ROQD, 1-CANAl '45 N27'6'38,51878" E7g.3'35.89" 37684.466 318,475 48. 35939.473 15 9'13,89" R 22 KV Tl 146 N27'8'2.18926" E79.1'52,824" 34876.62 33354.85 4237.44 355176.913 45"14'43.74" R 3-ROAD. 1.l T LINE. RIND RIVER 147 N27'8'2.723" E79"1'3i.56772~ 34477.247 33376.787 4. 355576.913 27'26'419" L 1-ROAO,2-LT LINE. RIND RIVER 148 N27'9'38,1982' E78:59'6.2857A~ 3349.885 35827.274 48. 36376.913 2'5',,26" R 1- LT UNE, 1.22 KV TL 149 mr1'44.627" E78"56'44.76853" 296487.299 37934.56 44, 364776913 52'48'927" L J-ROAO.2-l TUNE, RIND RIVER 15 N27"11'16.7194" E78'56'38,8662" 29634.76 3895,784 982278 365759.191 7'51'2.28" R 1.ROAD, 2.lT LINE, 151 N27'11'2351256" E78'56'36,26186" 296272.79 39135,974 24. 365999.191 7 32'36.98" G L 1-ROAD 152 N27.11 '58.89132" E7S"SG'29.4279" 29611.886 31227,993 115.312 3671453 2'22'2813" R 8G RAilWAY LINE 153 N27'12'1'.59,54" E78'S6'26,32898" 29623718 3162.281 4. 36754.53 13'3'483" L 1.CANAL, 1-ROAD 154 N27'12'39,24398" E78'56'11,43569" 295627.867 311478.136 944782 368449285 31'34'33.18" L 132 'ti Tl, 155 N27'13'OO.4371" E78"56'K74254" 295733,471 312363.69.891,212 36934.497 Gantry 1-22 KVTL, 1-ROAD

Survey Report Mainpuri-Unnao Line

BILL OF QUANTITES FOR TRANSMISSION LINE PACKAGE Name of Line: 765 KV S/C MAINPURI UNNAO Line (19.782km) AVERAGE SPAN- 372m. LOA No.-99-V.J.P.K./T-5(G) dated 1.9.28. SL. NO. DESCRIPTION UNIT QUANTITY 1. TOTAL LINE LENGTH KMS 19.782 Plain terrain KMS 19.782 Hilly terrain KMS 2. TOWER a. Suspension NOS. 389 b. Tension NOS. 122 c. Special River Crossing Tower (Standard+85) NOS. 2 3 DETAILED SURVEY INCLUDING PROFILING & TOWER SPOTTING KMS 4 CHECK SURVEY KMS 19.782 5 SOIL INVESTIGATION a. All kinds of soil except fissured rock & hard rock 511 b. Fissured Rock c. Hard Rock LOC d. River Crossing 2 6. BECNHING a. All kinds of soil except fissured rock & hard rock CU M b. Fissured Rock c. Hard Rock 7.1 DESIGN FABRICATION AND SUPPLY OF TOWER AND TOWER EXTENSIONS WITH STUB. BOLTS & NUTS STEP BOLTS, PACK WASHERSHANGERS, D-SHACKLEGS ETC. AND ERECTION OF FOLLOWINGS TYPE OF TOWERS AND TOWER NOS. 513 EXTN'S COMPLETE WITH ALL ABOVE MENTIONED FITTINGS INCLUDING TACK WELDING AND SUPPLY AND APPLICATION OF ZINC RICH PANT. Including 2 No. River xing tower type DA+85 a. Tower Type DA/A 389 (i) Standard Tower 339 (ii) DA+3 M Extn. 47 (iii) DA+6 M Extn. NOS. 3 (iv) DA+9 M Extn. (v) DA+18 M Extn. (vi) DA+25 M Extn. b. Tower Type DB/B 18 (i) Standard Tower 16 (II) DB+3 M Extn. NOS. 2 (iii) DB+6 M Extn. (iv) DB+9 M Extn. NOS. (v) DB+18 M Extn. NOS (vi) DB+25 M Extn. NO PROJECT MANAGER (SKP) J.E. (CIVIL) S.D.O EXE. ENGINEER Page 1 of 23

SL. NO. DESCRIPTION UNIT QUANTITY c. Tower Type DC/C 41 (i) Standard Tower 34 (ii) DC+3 M Extn. NOS. 4 (iii) DC+6 M Extn. (iv) DC+9 M Extn. 3 (v) DC+18 M Extn. NOS (vi) DC+25 M Extn. NOS d. Tower Type DD/D 61 (i) Standard Tower 29 (ii) DD+3M Extn. 9 (iii) DD+6M Extn. NOS. 6 (iv) DD+9M Extn. 4 (v) DD+18M Extn. 7 (vi) DD+25M Extn. 6 e. Tower Type DE/E NOS 2 7.2 DESIGN FABRICATION AND SUPPLY OF TOWERS WITH LEG EXTENSIONS WITH STUB, BOLTS AND NUTS, STEP BOLTS, PACK WASHERS HANGERS, D- NOS. SHACKLEGS ETC. AND ERECTION COMPLETE WITH ALL MENTIONED FITTINGS INCLUDING TACK WELDING* (An indicative scheme for unequal leg extensions is enclosed at Sketch - 1 &2) a. DA/A Standard - 6M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level b. DA/A Standard -4.5M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level c. DA/A Standard -3M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level d. DA/A Standard - 1.5M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level PROJECT MANAGER (SKP) J.E. (CIVIL) S.D.O EXE. ENGINEER Page 2 of 23

SL. NO. DESCRIPTION UNIT QUANTITY e. DA/A Standard Towers (w.r.t. Centre of tower location) for Legs levels from 6m to +3m Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level f. DA/A Standard 1.5 M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level g. DA/A Standard 3. M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level h. DA/A Standard Towers (w.r.t. Centre of tower location) for Legs lever from +4.5m to +pm level Legs at standard -4.5 M level Legs at standard -6. M level NOS. Legs at standard -7.5 M level Legs at standard -9. M level i. DNA Standard Towers +4.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -6. M level NOS. Legs at standard -7.5 M level Legs at standard -9. M level j. DA/A Standard Towers +6.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level k. DA/A Standard Towers +7.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. '. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 3 of 23

SL. NO. DESCRIPTION UNIT QUANTITY I. DA/A Standard Towers +9. M (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -6. M level NOS. Legs at standard -7.5 M level Legs at standard -9. M level a. DB/B Standard-6m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level b. DB/B Standard-4.5m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level c. DB/B Standard-3M towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level d. DB/B Standard-1.5m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs,at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level e. DB/B Standard Towers (w.r.t. Centre of tower location) for Legs levels from 6m to +3m Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O EXE. ENGINEER Page 4 of 23

SL. NO. DESCRIPTION UNIT QUANTITY f. DB/B Standard 1.5 M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level q. DB/B Standard 3. M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level h. DB/B Standard Towers (w.r.t. Centre of tower location) for Legs lever from +4.5m to +9m level Legs at standard -4.5 M level Legs at standard -6. M level NOS. Legs at standard -7.5 M level Legs at standard -9. M level i. DB/B Standard Towers +4.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level j. DB/B Standard Towers +6. M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level k. DB/B Standard Towers +7.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level I. DB/B Standard Towers +9. M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level a. DC/C Standard-6m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O EXE. ENGINEER Page 5 of 23

SL. NO. DESCRIPTION UNIT QUANTITY Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level b. DC/C Standard-4.5m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level c. DC/C Standard-3M towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level d. DC/C Standard-1.5m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level e. DC/C Standard Towers (w.r.t. Centre of tower location) for Legs levels from 6m to +3m Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level f. DC/C Standard 1.5 M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level g. DC/C Standard 3. M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level Legs at standard level NOS. Legs at standard -1.5 M level Legs at standard -3. M level h. DC/C Standard Towers (w.r.t. Centre of tower location) for Legs lever from +4.5m to +9m level NOS. PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 6 of 23

SL. NO. DESCRIPTION UNIT QUANTITY Legs at standard -4.5 M level Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level i. DC/C Standard Towers +4.5 M (w.r.t. Centre of tower location). Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level j. DC/C Standard Towers +6. M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level k. DC/C Standard Towers +7.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level I. DC/C Standard Towers +9. M (w.r.t. Centre of tower location) Legs at standard -4.5 M level NOS. Legs at standard -6. M level Legs at standard -7.5 M level Legs at standard -9. M level a. DD/D Standard-6m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level b. DD/D Standard-4.5m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level c. DD/D Standard-3M towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3:' M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 7 of 23

SL. NO. DESCRIPTION UNIT QUANTITY d. DD/D Standard-1.5m towers (w.r.t. center of tower location. Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level e. DD/D Standard Towers (w.r.t. Centre of tower location) for Legs levels from 6m to +3m Legs at standard -4.5 M level Legs at standard -3. M level NOS. Legs at standard -1.5 M level Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level f. DD/D Standard 1.5 M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level q. DD/D Standard 3. M Towers (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -3. M level Legs at standard -1.5 M level NOS. Legs at standard level Legs at standard -1.5 M level Legs at standard -3. M level h. DD/D Standard Towers (w.r.t. Centre of tower location) for Legs lever from +4.5m to +9m level Legs at standard -4.5 M level Legs at standard -6. M level NOS. Legs at standard -7.5 M level Legs at standard -9. M level i. DD/D Standard Towers +4.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -6. M level NOS. Legs at standard -7.5 M level Legs at standard -9. M level j. DD/D Standard Towers +6. M (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -6. M level NOS. Legs at standard -7.5 M level Legs at standard -9. M level PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 8 of 23

SL. NO. DESCRIPTION UNIT QUANTITY k. DD/D Standard Towers +7.5 M (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -6. M level Legs at standard -7.5 M level I NOS. Legs at standard -9. M level I. DD/D Standard Towers +9. M (w.r.t. Centre of tower location) Legs at standard -4.5 M level Legs at standard -6. M level Legs at standard -7.5 M level NOS. Legs at standard -9. M level Level difference between shortest and longest legs in any tower shall not exceed 3. M PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 9 of 23

SL. NO. DESCRIPTION UNIT QUANTITY 8.1 DESIGN AND CONSTRUCTION OF TOWER FOUNDATION FOR FOllOWING TOWERS INCLUDING EXCAVATION, STUB SETTING, NOS. 513 CONCRETING & SUPPLY AND PLACEMENT OF REINFORCEMENT. a. Tower Type DA/A STANDARD 339 i Dry ii Wet 266 iii Partially Submerged 39 iv Fully Submerged 15 v Drv Fissured Rock NOS. vi Submerged Fissured Rock viii Sandy Soil 17 ix WBC 2 b. Tower Type DA/A +3M Extn. 47 i Dry ii Wet 4 iii Partially Submerged 3 iv Fully Submerged NOS. 1 v Drv Fissured Rock vi Submerged Fissured Rock viii Sandy Soil 1 ix WBC 2 c. Tower Type DA/A +6 M Extn. 3 i Dry ii Wet 1 iii Partially Submerged NOS. 1 iv Fully Submerged 1 v Drv Fissured Rock vi Submerged Fissured Rock ix WBC d. Tower Type DA/A +9M Extn. i Dry ii Wet. iii Partially Submerged iv Fullv Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC e. Tower Type DA/A +18 M Extn. i Dry ii Wet iii Partially Submerged NOS. iv Fully Submerged v Dry Fissured Rock vi) Submerged Fissured Rock PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 1 of 23

SL. NO. DESCRIPTION UNIT QUANTITY ix WBC f. Tower Type DA/A +25M Extn. i) Dry ii) Wet iii) Partially Submerged iv Fully Submerged v Dry Fissured Rock NOS. vi Submerged Fissured Rock ix WBC g. Tower Type DB/B STANDARD 16 i Dry ii Wet 14 iii Partially Submerged iv Fully Submerged NOS. 1 v Dry Fissured Rock vi Submerged Fissured Rock viii Sandy Soil 1 ix WBC h. Tower Type DB/B +3M Extn. 2 i Dry ii Wet 2 iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC i. Tower Type DB/B +6 M Extn. i) Dry ii) Wet iii Partially Submerged iv Fully Submerged v Dry Fissured Rock NOS. vi Submerged Fissured Rock ix WBC j. Tower Type DB/B +9M Extn. ij Dry iij Wet iii Partially Submerged NOS. iv Fully Submerged v Dry Fissured Rock vi Submerged Fissured Rock ix WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 11 of 23

SL. NO. DESCRIPTION UNIT QUANTITY k. Tower Tvpe DC/C STANDARD 34 i Dry ii Wet 22 iii Partially Submerqed 9 iv Fullv Submeraed NOS. 1 v Dry Fissured Rock vi Submeraed Fissured Rock viii Sandy Soil 1 ix WBC 1 I. Tower Type DC/C +3M Extn. 4 i Dry ii Wet 3 iii Partiallv Submerged 1 iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock vii ) Hard Rock viii ) Sandy Soil ix) WBC m. Tower Tvpe DC/C +6 M Extn. i) Dry ii Wet iii Partially Submerged iv Fully Submerqed v Dry Fissured Rock NOS. vi Submerqed Fissured Rock ix WBC n. Tower Tvpe DC/C +9M Extn. 3 (i Dry ii Wet 1 iii Partially Submerqed iv Fullv Submerqed NOS. 2 v Dry Fissured Rock vi Submerged Fissured Rock ix WBC o. Tower Type DD/D STANDARD 29 i Dry ii Wet 17 iii Partially Submerqed 3 iv Fully Submerqed 3 v Dry Fissured Rock vi Submerged Fissured Rock NOS. viii) Sandy Soil 6 ix) WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 12 of 23

SL. NO. DESCRIPTION UNIT QUANTITY p. Tower Type DD/D +3M Extn. 9 i Dry ii Wet 7 iii Partially Submerged 1 iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock viii Sandy Soil 1 ix WBC q. Tower Type DD/D +6 M Extn. 6 i Dry ii Wet 3 iii Partially Submerged 2 iv Fully Submerged Dry Fissured Rock NOS. v vi Submerged Fissured Rock Vii Hard Rock Viii Sandy Soil 1 ix WBC r. Tower Type DD/D +9M Extn. 4 i Dry ii Wet 2 iii Partially Submerged 2 iv Fully Submerged v Dry Fissured Rock NOS. vi Submerged Fissured Rock Viii Sandy Soil ix WBC s. Tower Type DD/D +18 M Extn. 7 i Dry ii Wet 2 iii Partially Submerged 3 iv Fully Submerged NOS. 2 v Dry Fissured Rock vi Submerged Fissured Rock Vii Hard Rock Viii Sandy Soil ix WBC t. Tower Type DD/D +25M Extn. 6 i Dry ii Wet 2 iii Partially Submerged 2 iv Fully Submerged NOs. v Dry Fissured Rock vi Submerged Fissured Rock vii Hard Rock - viii Sandy Soil 2 ix WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 13 of 23

SL. NO. DESCRIPTION UNIT QUANTITY 8.2 DESIGN AND CONSTRUCTION OF TOWER FOUNDATION FOR FOllOWING TOWERS WITH UNEQUAL LEG EXTENSIONS INCLUDING EXCAVATION, STUB SETTING, CONCRETING & SUPPLY AND PLACEMENT OF REINFORCEMENT a. Tower Type DA/A STANDARD-8M tower i Dry ii Wet iii Partially Submerged iv Fully Submeraed v) Dry Fissured Rock NOS. vi) Submerged Fissured Rock vii) Hard Rock viii) Sandy Soil ix WBC b. Tower Type DA/A STANDARD-4.5M Tower i) Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC c. Tower Tvpe DA/A -3.M Tower i Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC d. Tower Type DA/A -1.5 M Tower i Dry ii Wet iii Partially Submerged iv Fully Submerged v Dry Fissured Rock NOS. vi Submerged Fissured Rock ix WBC. e. Tower Type DNA STANDARD Tower i Dry. ii Wet iii Partially Submerged NOS. iv Fully Submerged v Dry Fissured Rock vi Submerged Fissured Rock PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 14 of 23

SL. NO. DESCRIPTION UNIT QUANTITY ix WBC f. Tower Type DA/A STANDARD +1.5M Tower i Dry ii Wet iii Partially Submerged iv Fully Submerged v Dry Fissured Rock NOS. vi Submerged Fissured Rock ix WBC q. Tower Type DAIA +4.5M Tower i Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC h. Tower Type DAIA +3 M Extn. i Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC i. Tower Type DAIA +6 M Extn. i Dry ii Wet Hi Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC i. Tower Type DAIA +7.5 M Extn. i Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 15 of 23

SL. NO. DESCRIPTION UNIT QUANTITY k. Tower Type DA/A +9. M Tower i Drv ii Wet iii Partially Submerged iv Fully Submerged NOS. v Drv Fissured Rock vi Submerged Fissured Rock ix WBC a. Tower Type DB/B STANDARD-6M tower i Drv ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC b. Tower Type DB/B STANDARD-4.5M Tower i Drv ii Wet iii Partially Submerged iv Fully Submerged NOS. v Drv Fissured Rock vi Submerged Fissured Rock vii Hard Rock ' ix WBC c. Tower Type DB/B 3.M Tower i Drv ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC d. Tower Type DB/B 1.5 M Tower i Drv ii Wet iii Partially Submerged iv Fully Submerged v Drv Fissured Rock NOS. vi Submerged Fissured Rock ix WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 16 of 23

SL. NO. DESCRIPTION UNIT QUANTITY e. Tower Type DB/B STAMDARD Tower i Drv ii Wet iii Partially Submerged iv Fully Submerged NOS. v Drv Fissured Rock vi Submerged Fissured Rock ix WBC f. Tower Type DB/B STANDARD + 1.5M tower i Drv ii Wet iii Partially Submerged iv Fully Submerqed NOS. v Dry Fissured Rock vi Submerqed Fissured Rock ix WBC g. Tower Type DB/B +4.5M Tower i Drv ii Wet iii Partially Submerged iv Fully Submerqed NOS. v Drv Fissured Rock vi Submerqed Fissured Rock vii Hard Rock ' ix WBC h. Tower Type DB/B +3.M Tower i Drv ii Wet iii Partially Submerged iv Fully Submerqed NOS. v Dry Fissured Rock vi Submerqed Fissured Rock ix WBC i. Tower Type DB/B +6 M Tower i Drv ii Wet iii Partially Submerqed iv Fully Submerqed v Drv Fissured Rock NOS. vi Submerged Fissured Rock ix WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 17 of 23

SL. NO. DESCRIPTION UNIT QUANTITY j. Tower Tvpe DB/B +7.5 M Extn. i Dry ii Wet iii Partially SubmerQed iv Fullv Submerged v Dry Fissured Rock NOS. vi Submerged Fissured Rock ix WBC k. Tower Type DB/B +9. M Tower i) Drv ii Wet iii) Partiallv Submerged iv) Fully Submerged NOS. v) Dry Fissured Rock vi) Submerged Fissured Rock ix WBC a. Tower Tvpe DC/C STANDARD-6M tower i Dry ii Wet iii Partiallv Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC b. Tower Type DC/C STANDARD-4.5M Tower i Dry ii Wet iii Partiallv SubmerQed iv Fullv Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC c. Tower Tvpe DC/C -3.M Tower i Dry ii Wet iii Partiallv SubmerQed iv Fully Submerqed v Dry Fissured Rock NOS. vi Submerged Fissured Rock vii Hard Rock - Viii Sandy Soil ix WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 18 of 23

SL. NO. DESCRIPTION UNIT QUANTITY d. Tower Type DC/C -1.5 M Tower i Dry ii Wet iii Partially Submerqed iv Fully Submerqed NOS. v Dry Fissured Rock vi Submerqed Fissured Rock ix WBC e. Tower Type DC/C STANDARD Tower i Dry ii Wet iii Partiallv Submerqed iv Fully Submerqed NOS. v Dry Fissured Rock vi Submerqed Fissured Rock viii } Sandy Soil ix ) WBC f. Tower Type DC/C STANDARD +1.5M Tower i Dry ii Wet iii Partially Submerqed iv Fully Submerqed NOS. v Dry Fissured Rock vi Submerqed Fissured Rock ix WBC q. Tower Type DC/C +4.5M Tower i Dry ii Wet iii Partially Submerqed iv Fully Submerqed NOS. v Dry Fissured Rock vi Submerqed Fissured Rock ix WBC h. Tower Type DC/C +3. M tower i Dry ii Wet iii Partially Submerqed iv Fully Submerqed NOS. v Dry Fissured Rock vi Submerqed Fissured Rock ix WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 19 of 23

SL. NO. DESCRIPTION UNIT QUANTITY i. Tower Type DC/C +6 M Extn. (i) Dry (ii) Wet (Iii) Partially Submerged (iv) Fully Submerged (v) Dry Fissured Rock NOS. (vi) Submerged Fissured Rock (vii} Hard Rock (viii) Sandy Soil (ix) WBC i. Tower Type DC/C +7.5 M Extn. (i) Dry (ii) Wet (iii) Partiallv Submerqed (iv) Fully Submerqed NOS. (v) Dry Fissured Rock (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandv Soil (ix) WBC k. Tower Type DC/C +9. M Tower (i) Dry (ii) Wet (iii) Partiallv Submerged (iv) Fully Submerqed (v) Dry Fissured Rock NOS. (vi) Submerqed Fissured Rock (vii) Hard Rock (viii) Sandv Soil (ix) WBC a. Tower Type DD/D STANDARD-6M tower (i) Dry (ii) Wet (Iii) Partiallv Submerged (Iv) Fully Submerged (v) Dry Fissured Rock NOS. (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandy Soil (ix) WBC b. Tower Type DD/D STANDARD-4.5M Tower (i) Dry (ii) Wet (III) Partially Submerged (iv) Fully Submerged NOS. (v) Dry Fissured Rock (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandy Soil (ix) WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 2 of 23.

SL. NO. DESCRIPTION UNIT QUANTITY c. Tower Type DD/D -3.M Tower (i) Dry (ii) Wet (iii) Partially Submerged (Iy) Fully Submerged (v) Dry Fissured Rock NOS. (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandy Soil (ix) WBC d. Tower Type DD/D -1.5 M Tower (i) Dry (ii) Wet (iii) Partially Submerged (iv) Fully Submerged (v) Dry Fissured Rock NOS. (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandy Soil (ix) WBC e. Tower Type DD/D STANDARD Tower (i) Dry (ii) Wet (iii) Partially Submerged (Iy) Fully Submerged NOS. (v) Dry Fissured Rock (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandy Soil (ix) WBC f. Tower Type DD/D STANDARD +1.5M Tower (i) Dry (ii) Wet (iii) Partially Submerged (Iy) Fully Submerged NOS. (v) Dry Fissured Rock (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandy Soil (ix) WBC q. Tower Type DDID +4.5M Tower (i) Dry (ii) Wet (iii) Partially Submerged (Iy) Fully Submerged NOS. (v) Dry Fissured Rock (vi) Submerged Fissured Rock (vii) Hard Rock (viii) Sandy Soil (ix) WBC PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 21 of 23

SL. NO. DESCRIPTION UNIT QUANTITY h. Tower Type DD/D +3. M tower i Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC i. Tower Type DD/D +6 M Extn. i Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Drv Fissured Rock vi Submerged Fissured Rock ix WBC j. Tower Type DD/D +7.5 M Extn. i Dry ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC k. Tower Type DD/D +9. M Tower i Drv ii Wet iii Partially Submerged iv Fully Submerged NOS. v Dry Fissured Rock vi Submerged Fissured Rock ix WBC 9 EARTHING OF TOWERS (SUPPLY AND INSTALLATION) a. Pipe Type NOS. 59 b. Counterpoise type NOS. 2(RLY X-ING) c. River crossing locations NOS. 2 1 PROTECTION OF TOWER FOOTING (SUPPLY AND INSTALLATION) a. Random rubble Stone Masonry Revetment in 1:5 CUM Cement Mortar including Excavation. b. Revetment of pack 6-inch and above stone I Boulders CUM in heavily coated G 1. 4 mm dia wire Performed mesh (Mesh size 1mm X 1mm) PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 22 of 23

SL. NO. DESCRIPTION UNIT QUANTITY c. M 15 (1 :2:4) mixed concrete for top seal cover of revetment. CUM d. Back filling / leaving of volume enclosed by Revetment. CUM 11 SUPPLY AND INSTALLATION OF Following TOWER ACCESSORIES a. Danger Plate NOS. 513 b. Number plates NOS. 513 c. Anti Climbing Device NOS. 513 d. Phase Plate Set of 3) NOS. 244 e. Circuit Plate set of 2) NOS. 513 f. Bird Guards NOS. 513 12. INSTALLATION OF INSULATOR STRING COMPLETE WITH ARCING HORNES AND NECESSARY HARDWARE, INSTALLING AND STRINGING OF CONDUCTOR INCLUDING FIXING OF CONDUCTOR ACCESSORIES INSTALLING AND STRINGING OF EARTH WIRE, INCLUDING FIXING OF EARTH WIRE ACCESSORIES FOR THE LINE COMPLETE STRINGING OF CONDUCTOR IS TO BE DONE USING TENSION KMS. 19.782 STRINGS EQUIPMENT. 13 AVIATION SIGNAL SUPPLY AND ERECTION a. Painting of Normal tower above 45m from ground level. NOS. b. Obstruction light on normal tower (to be provided as per IS 5613) i. 1 medium +2 low intensity SETS 2 ii. 1 medium +4 low intensity SETS 3 c. markers IN SPAN NOS. 7 (SPAN) 15 RIVER CROSSING LOCATIONS (DA+85 ) a. Design, fabrication and supply of tower parts with stub/base plate & anchor bolts and nuts, step bolts, hangers, D- ShackLegs, ladder etc. And erection of never crossing towers complete with all above mentioned fittings including rack welding and supply and application of zinc rich paint. NOS. 2 b. Design and installation of tower foundations for RC towers including excavation, stub/base plate and anchor bolts setting, concreting and supply and placement of reinforcement and all other related works NOS. i. Normal open cast foundation NOS. ii. Cast-in-situ based pile foundation NOS. 2 iii. Cast-in-situ based pile foundation for normal tower. NOS. c. Stringing for river crossing towers (from anchor tower to anchor tower) including fixing of insulator strings installation KMS. 1.96 of all conductor and earth wire accessories. d. Aviation siqnal supply and erection i. Painting of tower above 45m from Ground level. NOS. 2 ii. Obstruction light on tower. (to be provided as per IS 5613) i. 1 Medium +2 low intensity SETS ii. 1 Medium +4 low intensity SETS 2 iii. markers. IN SPAN NOS. 2 (SPAN) 15.1 Special foundation other than pile foundations i.e., foundations with chimney 3 (Raised i NOS. extensions.+2 Mtr. Chimney) PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 23 of 23

Uttar Pradesh Power Transmission Company Ltd. Tower Schedule (765kv S/C Mainpuri S/S to Unnao S/S.) AVERAGE SPAN- 372m. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 1 / DE+ 542 158.857 17 142 142 149 149 34 34 PS DEAD END (PROPOSED MAINPURI S/S) 34 SH-84 X-ing(Agra to Mainpuri) bet. Km 37 & 38 2 /1 D+6 34 158.113 271 197.7 72.3 27 191 79 27 34 22 542 PS 22 22KV D/C MAINPURI SHIKOHABAD LINE 3 1/ D+9 26 36' 17"L 793 542 158.311 298 129.2 237 366 122 227 349 22 395 597 PS 395 4 1/1 A+ 937 158.656 396 158.2 185 343 168 188 356 395 398 793 PS 398 Tar Road X-ing (NAGLAPUNA to NAGLAKHARRA) 5 2/ C+3 26 43' 54"L 395 1334 158.88 396 213.2 219 432 21 213 423 398 395 793 PS 395 Tar Road X-ing (BADANPURA to NAGLAHARRA) 6 3/ D+ 42 6' 8"L 955 1729 157.78 357 175.8 151 327 181 154 335 395 32 715 PS 32 7 3/1 A+ 249 158.617 32 168.6 161 33 166 161 327 32 32 64 WET 32 cart track 8 3/2 A+ 2369 158.45 318 158.8 16 319 159 159 319 32 315 635 WET 315 9 4/ D+ 38 23' "R 346 2684 157.968 331 155.1 177 332 156 176 332 315 346 661 WET 346 1 5/ D+ 56 2' 5"R 22 33 157.29 283 169 17 276 17 18 278 346 22 566 WET 22 132KV D/C MAINPURI SHIKOHABAD LINE 11 6/ D+ 54 5' 37"L 373 325 157.525 296 112.6 188 31 112 188 3 22 373 593 WET 373 12 7/ D+ 31 42' 9"L 321 3623 157.194 386 184.9 188 373 185 191 376 373 4 773 WET 4 13 7/1 A+3 423 156.859 4 211.9 214 426 29 21 419 4 4 8 WET 4 14 7/2 A+ 4423 156.767 4 186.2 187 373 19 19 38 4 4 8 WET 4 15 7/3 A+3 4823 156.675 4 213 29 422 21 27 417 4 4 8 WET 4 Tar Road X-ing(SATHANI- MAINPURI) 16 7/4 A+ 5223 157.676 4 191 187 378 193 191 384 4 4 8 WET 4 17 7/5 A+3 5623 157.481 4 212.6 214 427 29 211 42 4 4 8 WET 4 18 7/6 A+ 623 157.285 4 185.7 187 373 189 191 38 4 4 8 WET 4 19 7/7 B+3 6423 157.9 41 212.6 214 427 29 211 42 4 41 81 WET 41 2 8/ C+ 26 53' 6"R 366 6824 157.17 384 186.8 181 368 19 182 372 41 366 767 WET 366 21 9/ D+ 52 12' 25"R 211 719 157.339 289 184.6 82.1 267 184 88 272 366 211 577 WET 211 Railway X-ing(SHIKOHABAD to MAINPURI) bet. Km 1255 & 1256 22 1/ D+3 46 34' 44"L 72 741 157.13 286 129 193 322 123 19 313 211 36 571 WET 36 23 1/1 A+ 7761 157.497 36 167 167 334 17 17 34 36 36 72 WET 36 24 11/ D+3 4 11' 6"R 955 8121 157.19 35 192.9 148 341 19 142 332 36 25 61 WET 25 Under construction Railway X-ing(GWAILOR to MAINPURI) 25 11/1 D+ 8371 156.939 3 12.3 174 276 18 174 282 25 35 6 WET 35 Tar Road X-ing(HARCHANDPUR to SH-83) 26 11/2 A+ 8721 157.14 353 175.8 179 355 176 179 354 35 355 75 WET SKP PROJECTS, VADODARA Page 1 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 355 SH-83 X-ing(ETAWAH to Mainpuri) bet. Km 49 & 5 27 12/ B+ 12 42' 38"R 2196 976 156.841 36 176.3 189 365 177 187 364 355 365 72 WET 365 canal crossing 28 12/1 A+ 9441 155.53 365 176.1 18 356 178 181 358 365 365 73 WET 365 29 12/2 A+ 986 156.27 365 184.9 179 364 184 18 364 365 365 73 WET 365 Tar Road X-ing 3 12/3 A+ 1171 156.774 365 186.2 183 369 185 183 368 365 365 73 WET 365 Tar Road X-ing(JIJHAI to MAINPURI) 31 12/4 A+ 1536 156.85 365 182.1 183 365 182 183 365 365 365 73 WET 365 Tar Road X-ing 32 12/5 A+ 191 156.86 368 182.3 174 356 182 177 359 365 371 736 WET 371 33 13/ D+3 4 ' 6"L 214 11273 156.333 293 197.9 131 329 195 125 32 371 214 585 WET 214 132KV D/C MAINPURI-ETAWAH LINE 34 14/ D+ 11 22' 39"R 2229 11486 156.498 292 83.11 185 268 89 185 274 214 37 584 WET 37 35 14/1 A+ 11856 156.549 37 185.2 187 373 185 187 372 37 37 74 WET 37 Tar Road X-ing(UDETPUR to BICHHIYA) 36 14/2 A+ 12226 156.69 37 182.7 185 368 183 185 368 37 37 74 WET 37 canal crossing 37 14/3 A+ 12596 156.43 373 184.9 187 372 185 187 372 37 375 745 WET 375 11kv line 38 14/4 A+ 12971 156.44 373 187.5 185 373 188 185 373 375 37 745 WET 37 11kv line 39 14/5 A+ 13341 155.987 372 184.7 11 285 185 122 37 37 374 744 PS 374 11kv line 4 15/ D+18 48 41' 23"L 218 13715 156.5 296 273.3 21 483 252 185 437 374 218 592 FS 218 22KV D/C MAINPURI ETAWAH LINE 41 16/ D+6 45 18' 42"R 2645 13933 155.759 281 8.221 26 214 33.1 198 231 218 345 563 WET 345 42 16/1 A+ 14278 155.292 34 138.9 152 291 147 156 33 345 335 68 PS 335 Tar Road X-ing(KISHANI to MAINPURI) 43 16/2 A+3 14613 155.256 368 183.4 214 398 179 211 39 335 4 735 PS 4 FOUR 33KV LINES 44 16/3 A+ 1513 155.74 4 185.7 188 374 189 191 38 4 4 8 PS 4 11kv line 45 16/4 A+3 15413 154.8 4 212.2 215 427 29 211 42 4 4 8 PS 4 Tar Road X-ing(JAGIR to MAINPURI) 46 16/5 A+ 15813 154.528 388 185.3 188 373 189 188 377 4 375 775 PS 375 11kv line 47 16/6 A+ 16188 154.487 382 187.3 196 383 187 196 383 375 39 765 PS 39 Tar Road X-ing 48 17/ C+ 15 43' 8"R 4641 16578 154.245 387 193.7 194 388 194 193 388 39 385 775 WET 385 33KV LINE 49 17/1 A+ 16963 153.961 385 191.2 194 385 192 194 385 385 385 77 WET 385 Tar Road X-ing 5 17/2 A+ 17348 153.589 388 19.8 194 385 191 194 385 385 39 775 WET 39 canal crossing 51 17/3 A+ 17738 153.81 388 196 186 382 196 187 383 39 385 775 WET 385 52 17/4 A+ 18123 155.244 385 199.2 196 395 198 195 393 385 385 77 PS 385 53 17/5 A+ 1858 154.492 375 189 181 37 19 181 371 385 365 75 PS 365 Tar Road X-ing(JAGIR to BAVAT) 54 17/6 A+ 18873 154.868 356 184.3 173 357 184 173 357 365 346 711 PS 346 SKP PROJECTS, VADODARA Page 2 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 55 17/7 A+ 19219 154.96 373 173.5 194 367 173 195 369 346 4 746 PS 4 Tar Road X-ing(JAGIR to SAGAMAL) 56 17/8 A+3 19619 153.41 4 26.5 213 419 25 29 414 4 4 8 PS 4 CART TRACK 57 17/9 A+ 219 153.588 4 187.4 189 377 191 192 383 4 4 8 FS 4 58 17/1 A+3 2419 152.946 4 21.6 211 421 28 28 416 4 4 8 FS 4 Tar Road X-ing & NALA CROSSING 59 17/11 A+ 2819 153.559 4 189.3 21 39 192 21 393 4 4 8 FS 4 canal crossing 6 18/ B+ 1 8' 7"L 5265 21219 153.344 388 199 189 388 199 189 388 4 375 775 FS 375 61 18/1 A+ 21594 153.12 375 185.9 19 376 186 189 376 375 375 75 WET 375 62 18/2 A+ 21969 152.498 378 185 19 375 186 19 376 375 38 755 WET 38 63 18/3 A+ 22349 152.464 378 189.8 188 377 19 188 377 38 375 755 WET 375 64 18/4 A+ 22724 152.431 375 187.3 188 375 187 188 375 375 375 75 WET 375 65 18/5 A+ 2399 152.398 375 187.3 188 375 187 188 375 375 375 75 WET 375 66 18/6 C+ SECTION TOWER 23474 152.364 375 187.3 189 377 187 189 376 375 375 75 PS 375 67 18/7 A+ 23849 152.9 375 185.8 188 374 186 188 374 375 375 75 WET 375 Tar Road X-ing( KHAJURI to TARAPUR) 68 18/8 A+ 24224 151.925 375 187.1 189 376 187 189 376 375 375 75 WET 375 69 18/9 A+ 24599 151.539 375 185.7 186 372 186 186 373 375 375 75 WET 375 7 18/1 A+ 24974 151.841 378 188.9 189 378 189 189 378 375 38 755 WET 38 71 18/11 A+ 25354 152.99 378 191.2 188 379 191 188 379 38 375 755 WET 375 Tar Road X-ing( NAGLA-PARORA to HUSNPUR) 72 18/12 A+ 25729 151.948 375 186.8 189 375 187 188 375 375 375 75 WET 375 11kv line 73 18/13 A+ 2614 151.73 378 186.5 16 292 187 127 313 375 38 755 PS 38 74 19/ D+18 49 15' 2"L 223 26484 151.592 32 274.3 18 454 253 163 416 38 223 63 FS 223 5kv HVDC RIHAND TO DADRI LINE X-ing Bet. T.NO.1227 & 1228 75 2/ D+9 57 3' 37"R 2347 2677 152.82 37 43.33 238 282 6.2 228 288 223 39 613 WET 39 Tar Road X-ing( PUDARI to MAINPURI) 76 2/1 A+ 2797 151.647 393 151.7 2 351 162 199 362 39 395 785 WET 395 77 2/2 A+ 27492 151.148 393 195.2 198 393 196 197 393 395 39 785 WET 39 78 2/3 A+ 27882 15.534 39 192.2 196 388 193 196 388 39 39 78 WET 39 79 2/4 A+ 28272 15.382 39 194.3 195 389 194 195 39 39 39 78 WET 39 Tar Road X-ing(BAKHATPUR to MAINPURI) 8 2/5 A+ 28662 15.37 391 194.9 182 377 195 185 38 39 392 782 WET 392 POND 81 21/ D+3 38 7' 27"L 418 2954 15.59 45 21.3 21 42 27 21 417 392 418 81 WET 418 Tar Road X-ing(KUSMARA to MAINPURI) 82 22/ C+3 27 39' 44"R 98 29473 15.292 359 28.2 17 378 28 165 374 418 3 718 WET 3 83 22/1 A+ 29773 149.94 3 129.8 148 278 135 149 283 3 3 6 WET SKP PROJECTS, VADODARA Page 3 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 3 84 22/2 C+ 373 15.234 34 152 7.73 16 151 44 195 3 38 68 PS 38 Tar Road X-ing 85 23/ D+25 49 36' 5"L 242 3381 15.456 275 3.7 176 476 264 162 427 38 242 551 PS 242 4kv D/C ALIDABAD TO MAINPURI LINE X-ing Bet. T.NO.949 & 95 86 24/ D+18 54 2' 35"R 355 3624 15.87 299 66.72 268 335 8.2 246 326 242 355 598 PS 355 87 25/ C+ 16 8' 36"R 1135 3979 15.19 368 87.7 191 278 11 191 3 355 38 735 WET 38 11kv line 88 25/1 A+ 31359 149.952 377 189.3 187 377 189 187 377 38 375 755 WET 375 89 25/2 A+ 31734 149.994 377 187.7 191 379 188 191 378 375 38 755 WET 38 Tar Road X-ing(HARCHANDPUR to NAGLAKOTHI) 9 26/ B+ 13 55' 27"L 3581 32114 149.771 39 188.8 23 392 189 22 391 38 4 78 WET 4 canal crossing 91 26/1 A+ 32514 149.83 4 196.9 189 386 198 192 39 4 4 8 WET 4 92 26/2 A+3 32914 148.43 4 21.5 21 421 28 28 416 4 4 8 WET 4 cart track 93 26/3 A+ 33314 149.91 4 189.5 25 395 192 24 396 4 4 8 WBC 4 11kv line 94 26/4 A+ 33714 147.886 4 194.6 185 379 196 189 385 4 4 8 WET 4 11kv line 95 26/5 A+3 34114 148.265 4 215.1 213 428 211 21 421 4 4 8 WET 4 96 26/6 A+ 34514 148.333 4 186.9 188 375 19 191 381 4 4 8 WET 4 nala crossing 97 26/7 A+3 34914 148.22 4 212 213 425 29 21 419 4 4 8 WET 4 98 26/8 A+ 35314 148.59 39 186.7 19 377 19 19 38 4 381 781 WET 381 Tar Road X-ing(NAGALATARA to PARASRAMPUR) 99 27/ B+ 6 1' 1"L 381 35694 148.141 385 19.7 197 388 191 197 387 381 39 771 WET 39 cart track 1 27/1 A+ 3684 147.624 393 192.6 25 398 193 23 397 39 395 785 WET 395 11 27/2 A+ 36479 145.898 395 189.7 197 387 192 197 389 395 395 79 WET 395 11kv line 12 27/3 A+ 36874 145.978 395 197.9 194 392 198 195 393 395 395 79 WET 395 Tar Road X-ing 13 27/4 A+ 37269 145.22 395 2.9 25 46 2 23 43 395 395 79 WET 395 14 27/5 A+ 37664 143.636 395 19.3 199 389 192 199 391 395 395 79 WET 395 tree plantation 15 27/6 D+ 3859 143.978 318 195.9 81.2 277 196 91 287 395 24 635 WET 24 SH-92 X-ing(BEVAR(nh-91) to KUSMARA) bet. Km 16 & 17 16 27/7 D+6 38299 143.174 358 158.8 253 412 149 25 399 24 476 716 PS 476 ISAN RIVER CROSSING 17 28/ C+9 23 1' 59"R 258 38775 144.347 423 222 144 366 226 154 38 476 37 846 WET 37 11kv line 18 28/1 A+ 39145 144.971 37 225.6 182 48 216 183 398 37 37 74 WET 37 19 28/2 A+ 39515 145.598 37 188 178 366 187 18 367 37 37 74 WET 37 CART TRACK 11 28/3 A+ 39885 147.27 37 191.9 188 38 19 187 377 37 37 74 WET 37 111 28/4 A+ 4255 146.491 36 182.4 18 363 183 179 362 37 35 72 WET 35 Tar Road X-ing(MADHUKARPUR to KUSMARA) SKP PROJECTS, VADODARA Page 4 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 112 28/5 A+ 465 145.47 35 169.8 163 333 171 166 337 35 35 7 WET 35 113 28/6 A+3 4955 144.786 375 186.8 218 45 184 214 397 35 4 75 WET 4 cart track & 11KV LINE 114 29/ C+ 21 44' 5"L 567 41355 143.766 388 182 189 371 186 189 375 4 375 775 WET 375 Tar Road X-ing(HARIPUR to KUSMARA) 115 29/1 A+ 4173 143.486 375 186.2 189 375 186 189 375 375 375 75 PS 375 116 29/2 A+ 4215 143.144 375 185.9 189 374 186 188 375 375 375 75 PS 375 NALA CROSSING 117 29/3 A+ 4248 142.934 365 186.5 18 367 187 18 366 375 355 73 PS 355 118 29/4 A+ 42835 142.44 365 174.8 184 358 175 185 36 355 375 73 PS 375 CART TRACK 119 29/5 A+ 4321 143.233 385 191.5 196 388 19 197 387 375 395 77 WET 395 NALA CROSSING 12 29/6 A+ 4365 143.468 385 198.6 188 386 198 188 386 395 375 77 PS 375 CART TRACK 121 29/7 A+ 4398 143.47 375 187.2 185 373 187 186 373 375 375 75 PS 375 CART TRACK 122 29/8 C+ SECTION TOWER 44355 143.849 375 189.6 188 377 189 188 377 375 375 75 PS 375 Tar Road X-ing(NAGTHA to HARIPUR) 123 29/9 A+ 4473 143.839 375 187.5 184 372 187 185 372 375 375 75 PS 375 CART TRACK 124 29/1 A+ 4515 144.529 375 19.8 181 372 19 183 373 375 375 75 PS 375 Tar Road X-ing 125 29/11 A+ 4548 145.883 375 194 186 38 192 186 379 375 375 75 PS 375 CART TRACK 126 29/12 A+ 45855 146.177 38 188.9 191 38 189 192 38 375 385 76 WET 385 127 29/13 A+ 4624 146.416 388 193.6 2 394 193 199 392 385 39 775 WET 39 CART TRACK 128 29/14 A+ 4663 145.288 361 189.8 162 351 191 163 354 39 332 722 WET 332 canal crossing 129 3/ B+ 1 39' 3"R 3127 46962 146.157 366 17.9 188 359 17 191 361 332 4 733 WET 4 CART TRACK 13 3/1 A+3 47362 145.892 4 212.3 213 425 29 29 419 4 4 8 WET 4 11kv line 131 3/2 A+ 47762 146.85 4 187.4 196 384 191 197 388 4 4 8 WET 4 Tar Road X-ing(BHISANNAGAR to RAMNAGAR) 132 3/3 A+3 48162 143.958 4 23.9 215 419 23 211 414 4 4 8 WET 4 133 3/4 A+ 48562 143.629 4 185.1 185 37 189 189 378 4 4 8 WET 4 134 3/5 A+3 48962 143.932 4 214.8 21 425 211 27 419 4 4 8 WET 4 canal crossing 135 3/6 A+ 49362 144.723 39 19.1 191 381 193 191 383 4 38 78 WET 38 11kv line 136 3/7 A+ 49742 144.559 364 189.2 173 362 189 173 362 38 347 727 WET 347 Tar Road X-ing(BHADAI to MAHKAMPUR) 137 31/ B+ 5 55' 2"R 1486 589 144.75 361 174.3 189 363 174 188 363 347 375 722 WET 375 138 31/1 A+ 5464 144.451 375 186.3 193 379 187 192 378 375 375 75 WET 375 139 31/2 A+ 5839 143.278 375 181.9 185 367 183 186 369 375 375 75 WET 375 14 31/3 A+ 51214 143.78 368 189.9 183 373 189 183 372 375 361 736 WET SKP PROJECTS, VADODARA Page 5 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 361 11kv line 141 32/ C+ 27 43' 16"L 443 51575 143.23 366 177.7 18 358 178 182 36 361 37 731 WET 37 POND 142 32/1 A+ 51945 144.161 37 189.6 186 375 188 185 374 37 37 74 WET 37 Tar Road X-ing(RANGPUR to KATHOLI) 143 32/2 A+ 52315 144.57 37 184.5 185 369 185 185 369 37 37 74 WET 37 CART TRACK 144 32/3 A+ 52685 144.124 37 185.3 192 377 185 19 375 37 37 74 WET 37 145 32/4 A+ 5355 142.781 37 178.5 193 371 18 191 371 37 37 74 WET 37 146 32/5 A+ 53425 141.218 37 177.4 18 358 179 181 361 37 37 74 WET 37 147 32/6 A+ 53795 142.188 37 189.7 191 381 189 19 378 37 37 74 WET 37 148 32/7 A+ 54165 14.883 37 178.7 184 362 18 184 364 37 37 74 WET 37 149 32/8 A+ 54535 141.132 37 186.2 182 369 186 183 369 37 37 74 WET 37 Tar Road X-ing( KUSHALPUR to BHAWANIGARH) 15 32/9 A+ 5495 141.659 37 187.6 185 372 187 185 372 37 37 74 WET 37 151 32/1 A+ 55275 141.689 357 185.1 184 369 185 181 366 37 343 713 WET 343 Tar Road X-ing 152 33/ B+ 14 33' 35"L 1569 55619 139.278 367 159.2 23 362 162 21 363 343 39 733 WET 39 Tar Road X-ing( USMANPUR to BHOJPUR) 153 33/1 A+ 569 137.622 393 187.4 197 385 189 197 387 39 395 785 WET 395 154 33/2 A+ 5644 137.637 393 197.6 197 395 198 196 394 395 39 785 WET 39 155 33/3 A+ 56794 137.27 392 193 192 385 194 193 387 39 394 784 PS 394 CART TRACK 156 34/ B+ 1 49' 49"R 3162 57188 138.283 397 22 23 45 21 22 43 394 4 794 WET 4 157 34/1 A+ 57588 137.721 4 197.5 186 383 198 189 387 4 4 8 WET 4 158 34/2 A+3 57988 137.949 4 214.5 29 424 211 27 418 4 4 8 WET 4 159 34/3 A+ 58388 138.884 4 19.8 198 389 193 198 391 4 4 8 FS 4 16 34/4 A+ 58788 139.352 4 22.1 188 39 22 191 393 4 4 8 WET 4 11kv line 161 34/5 A+ 59188 141.96 385 211.7 181 393 29 182 391 4 37 77 WET 37 11kv line 162 34/6 A+ 59558 142.821 383 189.2 198 387 188 198 386 37 395 765 WET 395 163 34/7 A+ 59953 142.669 396 196.8 2 397 197 199 396 395 397 792 PS 397 11kv line 164 35/ C+ 29 58' 48"R 614 6351 142.449 391 197.7 19 388 198 191 389 397 385 782 WET 385 Tar Road X-ing( SAURIKH to BHOJPUR) 165 35/1 A+ 6736 143.13 385 195.1 193 388 194 193 387 385 385 77 WET 385 166 35/2 A+ 61121 142.96 358 192.3 167 36 192 167 359 385 33 715 WET 33 33KV LINE 167 35/3 A+ 61451 142.5 35 162.5 187 35 163 187 35 33 37 7 WET 37 168 35/4 A+ 61821 142.9 375 182.6 24 387 183 21 384 37 38 75 WET 38 CART TRACK SKP PROJECTS, VADODARA Page 6 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 169 35/5 A+ 6221 138.979 39 175.7 26 382 179 25 384 38 4 78 WET 4 17 35/6 A+ 6261 137.56 4 193.6 194 388 195 195 391 4 4 8 WET 4 171 35/7 A+ 631 138.94 4 26 26 412 25 25 49 4 4 8 WET 4 NALA CROSSING 172 35/8 C+ SECTION TOWER 6341 137.467 4 193.6 198 392 195 199 394 4 4 8 WET 4 NALA CROSSING 173 35/9 A+ 6381 137.863 4 21.8 2 42 21 2 41 4 4 8 WET 4 174 35/1 A+ 6421 137.824 393 199.8 197 397 2 196 396 4 385 785 WET 385 175 35/11 A+ 64586 136.923 385 188.3 188 376 189 189 378 385 385 77 WET 385 176 35/12 A+ 64971 137.911 385 197.1 18 377 196 183 379 385 385 77 WET 385 177 35/13 A+ 65356 14.582 385 24.9 194 399 22 194 396 385 385 77 WET 385 178 35/14 A+ 65741 14.181 375 19.6 182 373 191 182 373 385 365 75 WET 365 Tar Road X-ing( MACHPURWA to KHANPUR) 179 35/15 A+ 6616 14.118 375 182.8 198 381 183 197 379 365 385 75 WET 385 11kv line 18 36/ B+ 14 4' 32"L 172 66491 138.929 372 186.9 174 361 188 176 364 385 36 745 WET 36 11kv line 181 36/1 A+ 66851 14.13 36 186 179 365 184 18 364 36 36 72 WET 36 11kv line 182 36/2 A+ 67211 14.17 356 18.6 173 354 18 174 355 36 352 712 WET 352 183 37/ B+ 9 1' 34"R 199 67563 14.563 376 179 212 391 178 29 387 352 4 752 WET 4 184 37/1 A+ 67963 137.867 4 187.9 211 399 191 28 399 4 4 8 WET 4 CART TRACK 185 37/2 A+ 68363 135.386 4 188.9 21 39 192 21 393 4 4 8 WET 4 186 37/3 A+ 68763 135.15 395 198.7 196 395 199 196 395 4 39 79 WET 39 ISAN RIVER CROSSING 187 37/4 A+ 69153 134.87 395 193.9 177 371 194 183 377 39 4 79 WET 4 188 38/ B+ 1 33' 1"L 3216 69553 139.927 38 222.6 182 44 217 181 398 4 36 76 WET 36 CART TRACK 189 38/1 A+ 69913 139.589 36 178.3 182 36 179 181 36 36 36 72 WET 36 19 38/2 A+ 7273 139.275 36 178.4 18 358 179 18 359 36 36 72 WET 36 191 38/3 A+ 7633 139.38 36 18.2 164 344 18 168 348 36 36 72 WET 36 Tar Road X-ing( SARAYYA to TALIGRAM) 192 38/4 A+ 7993 142.593 36 196.3 193 389 192 19 382 36 36 72 WET 36 Tar Road X-ing( KHIRYA to TALIGRAM) 193 38/5 A+ 71353 14.47 35 167.3 162 329 17 164 334 36 34 7 WET 34 194 38/6 A+ 71693 141.64 36 178.2 211 389 176 26 382 34 38 72 WET 38 CART TRACK 195 38/7 A+ 7273 137.26 37 169.3 167 336 174 17 345 38 36 74 WET 36 NALA CROSSING 196 38/8 A+ 72433 139.819 348 193 171 364 19 17 36 36 336 696 WET 336 197 39/ C+ 28 58' 38"R 1174 72769 139.343 366 165.5 27 372 166 24 371 336 395 731 WET SKP PROJECTS, VADODARA Page 7 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 395 CART TRACK 198 39/1 A+ 73164 137.314 387 188.3 26 394 191 22 393 395 38 775 WET 38 199 39/2 A+ 73544 133.914 389 174 196 37 178 197 375 38 399 779 WET 399 NALA CROSSING 2 4/ C+ 18 46' 4"L 214 73942 134.614 374 22.5 179 381 22 178 379 399 35 749 WET 35 ISAN RIVER CROSSING 21 4/1 A+ 74292 133.923 335 171.5 147 318 172 15 322 35 32 67 WET 32 22 4/2 A+ 74612 136.334 35 173.5 172 345 17 176 346 32 38 7 WET 38 Tar Road X-ing (BARAI to RIANAPURWA) 23 4/3 A+ 74992 14.222 365 28.3 175 383 24 175 379 38 35 73 WET 35 24 4/4 A+ 75342 14.275 35 175.3 178 354 175 178 353 35 35 7 WET 35 25 4/5 A+ 75692 139.61 352 171.6 174 345 172 175 347 35 354 74 WET 354 Tar Road X-ing (BARAI to TALIGRAM) 26 41/ D+ 37 36' 44"L 2479 7647 14.3 352 18.7 174 355 18 175 354 354 35 74 WET 35 27 41/1 A+ 76397 14.427 35 175.6 177 353 175 176 352 35 35 7 WET 35 28 41/2 A+ 76747 14.63 353 173.1 179 352 174 179 352 35 355 75 WET 355 29 41/3 A+ 7712 139.773 355 176 179 355 176 179 355 355 355 71 WET 355 11kv line 21 41/4 A+ 77457 139.387 355 175.6 181 356 176 18 356 355 355 71 WET 355 211 41/5 A+ 77812 138.762 355 174.3 175 349 175 176 351 355 355 71 WET 355 POND 212 41/6 A+ 78167 139.237 357 179.9 187 367 179 185 365 355 359 714 WET 359 Tar Road X-ing (SALAYANPUR to TAHAPUR) 213 42/ C+ 2 8' 47"R 785 78526 137.77 375 172.4 197 37 174 197 371 359 39 749 WET 39 Tar Road X-ing (TALIGRAM to TAHAPUR) 214 42/1 A+ 78916 137.229 39 192.5 189 382 193 191 384 39 39 78 PS 39 215 42/2 A+ 7936 138.444 393 2.6 199 4 199 199 398 39 395 785 PS 395 cart track 216 42/3 A+ 7971 138.58 395 195.7 184 38 196 188 384 395 395 79 WET 395 cart track 217 42/4 A+3 896 137.947 395 21.6 196 47 27 197 44 395 395 79 WET 395 218 42/5 A+3 8491 138.221 393 198.7 215 414 198 21 49 395 39 785 WET 39 219 42/6 A+ 8881 136.829 39 174.8 187 362 18 189 369 39 39 78 WET 39 Tar Road X-ing (TALIGRAM to TAHAPUR) 22 42/7 A+ 81271 138.588 39 23.1 192 395 21 193 394 39 39 78 WET 39 11kv line 221 42/8 A+ 81661 139.28 393 197.8 23 41 197 22 399 39 395 785 WET 395 Tar Road X-ing (CHANDRAPUR to GADHORA) 222 42/9 A+ 8256 138.8 39 192.1 197 389 193 196 39 395 385 78 WET 385 223 42/1 A+ 82441 136.981 393 187.7 195 383 189 197 385 385 4 785 WET 4 224 42/11 C+ SECTION TOWER 82841 138.3 388 24.6 21 46 23 198 41 4 375 775 WET 375 Tar Road X-ing 225 42/12 A+ 83216 135.138 388 173.8 199 372 177 199 376 375 4 775 WET 4 Tar Road X-ing (GUSWAPUR to CHACHITAPUR) SKP PROJECTS, VADODARA Page 8 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 226 42/13 A+3 83616 132.434 4 21.3 22 421 21 215 416 4 4 8 WET 4 227 42/14 A+ 8416 131.29 4 18.3 195 375 185 196 381 4 4 8 WET 4 228 42/15 A+ 84416 132.189 395 25.2 19 395 24 191 395 4 39 79 WET 39 NALA CROSSING 229 42/16 A+ 8486 133.261 39 199.9 197 397 199 197 395 39 39 78 WET 39 23 42/17 A+ 85196 132.76 39 192.7 198 391 193 197 39 39 39 78 WET 39 231 42/18 A+ 85586 132.14 393 192.2 195 387 193 196 389 39 395 785 WET 395 cart track 232 42/19 A+ 85981 132.655 395 199.8 97.6 297 199 122 322 395 395 79 WET 395 233 43/ D+18 46 49' 4"L 7 86376 136.684 372 297.4 248 546 273 23 53 395 35 745 WET 35 4KV S/C PANKI (KANPUR)-HAPUR LINE X-ing Bet. T.NO.213 & 214 234 43/1 A+3 86726 137.373 35 11.7 1 22 12 118 238 35 35 7 WET 35 22KV D/C PANKI -MAINPURI LINE X-ing Bet. T.NO.252 & 253 235 44/ D+18 28 37' 26"R 2613 8776 137.185 363 25.9 28 53 232 257 489 35 375 725 PS 375 cart track 236 44/1 C+ 87451 135.916 375 95.45 186 281 118 186 34 375 375 75 PS 375 237 44/2 A+ 87826 136.278 375 189.2 189 378 189 189 377 375 375 75 WET 375 238 44/3 A+ 8821 135.95 375 185.9 178 364 186 18 367 375 375 75 WET 375 239 44/4 A+ 88576 137.92 375 196.8 188 385 195 188 383 375 375 75 WET 375 NALA CROSSING 24 44/5 A+ 88951 137.749 375 186.8 192 378 187 191 378 375 375 75 WET 375 cart track 241 44/6 A+ 89326 136.881 369 183.4 178 361 184 179 363 375 363 738 FS 363 242 45/ D+ 32 4' 18"R 67 89689 137.583 379 184.7 215 399 184 21 394 363 395 758 FS 395 243 45/1 A+ 984 133.787 395 18.3 168 348 185 175 36 395 395 79 FS 395 cart track 244 45/2 A+6 9479 134.391 363 227.5 172 4 22 17 39 395 33 725 PS 33 245 45/3 A+6 989 133.71 365 157.8 29 367 16 27 367 33 4 73 FS 4 NALA CROSSING 246 45/4 A+ 9129 136.971 4 19.6 26 396 193 24 397 4 4 8 WET 4 cart track 247 45/5 A+ 9169 135.713 4 194.4 183 378 196 188 383 4 4 8 WET 4 cart track 248 45/6 A+3 929 136.43 4 216.5 227 443 212 22 432 4 4 8 WET 4 Tar Road X-ing (SAHANAPUR to MAHMUDAPUR) 249 45/7 A+3 9249 13.474 4 173.4 211 385 18 28 388 4 4 8 WBC 4 ISAN RIVER CROSSING 25 45/8 C+ SECTION TOWER 9289 13.973 4 188.8 22 391 192 21 393 4 4 8 WBC 4 251 45/9 A+ 9329 13.587 4 198.3 187 385 199 19 389 4 4 8 WBC 4 252 45/1 A+3 9369 13.496 4 213 215 428 21 211 421 4 4 8 WBC 4 Tar Road X-ing (NUNARI to TARAN PURWA) 253 45/11 A+ 949 13.1 4 184.8 186 371 189 19 378 4 4 8 WET 4 254 45/12 A+3 9449 13.142 4 213.6 212 426 21 29 419 4 4 8 WET SKP PROJECTS, VADODARA Page 9 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 4 255 45/13 A+ 9489 13.443 4 187.9 188 375 191 191 382 4 4 8 WET 4 Tar Road X-ing (TIRWA to KANNOJ) 256 45/14 A+3 9529 13.233 4 212.5 214 426 29 21 42 4 4 8 WET 4 257 45/15 A+ 9569 13.183 4 186.3 198 384 19 198 388 4 4 8 WET 4 258 45/16 A+ 969 13.647 39 22.1 175 377 22 179 38 4 38 78 WET 38 259 46/ B+ 11 46' 33"R 3836 96389 133.876 387 25.2 22 47 21 21 42 38 395 775 WET 395 26 46/1 A+ 96784 132.992 38 193.5 161 354 194 166 361 395 365 76 WET 365 MANGO GARDEN 261 46/2 A+ 97149 137.42 38 24.2 24 49 199 23 42 365 395 76 PS 395 Tar Road X-ing ( BANGAR to SAKRAURI) 262 46/3 A+ 97544 135.92 39 19.6 26 397 192 23 395 395 385 78 WET 385 NALA CROSSING 263 46/4 A+ 97929 132.995 38 179 181 36 182 183 365 385 375 76 WET 375 NALA CROSSING 264 46/5 A+ 9834 134.338 385 193.9 191 385 192 193 385 375 395 77 WET 395 265 46/6 A+ 98699 135.661 39 23.5 191 395 22 192 394 395 385 78 PS 385 266 46/7 A+ 9984 135.893 385 193.6 19 384 193 191 384 385 385 77 WET 385 267 46/8 A+ 99469 136.33 378 194.5 181 375 194 182 376 385 37 755 WET 37 Tar Road X-ing ( BASTA to RATNAPUR SARAIYAN) 268 46/9 A+ 99839 137.252 378 189.5 196 385 188 195 384 37 386 756 WET 386 Tar Road X-ing ( BASTA to RAMNAGAR) 269 47/ C+ 25 9' 3"L 3643 1225 136.652 376 19.3 185 375 191 184 375 386 365 751 WET 365 11kv line 27 47/1 A+ 159 136.175 365 18.2 187 367 181 186 367 365 365 73 WET 365 271 47/2 A+ 1955 135.229 365 177.9 184 362 179 184 363 365 365 73 WET 365 cart track 272 47/3 A+ 1132 134.854 358 18.7 191 372 181 187 368 365 35 715 WET 35 273 47/4 A+ 1167 131.741 365 159.1 177 336 163 18 343 35 38 73 WET 38 NALA CROSSING 274 47/5 A+ 125 134.431 373 22.7 178 38 2 179 378 38 365 745 WET 365 Tar Road X-ing ( KHALKAPURWA to DHIRPURWA) 275 47/6 A+ 12415 135.392 358 187.2 171 358 186 172 358 365 35 715 WET 35 276 47/7 A+ 12765 136.212 373 179.2 187 366 178 189 367 35 395 745 WET 395 NALA CROSSING 277 47/8 A+3 1316 135.618 373 28.4 196 45 26 191 397 395 35 745 WET 35 Tar Road X-ing ( PAILHANA to HANSAPUR) 278 47/9 A+ 1351 134.496 354 153.9 181 335 159 18 339 35 358 78 WET 358 33KV LINE 279 48/ C+ 18 26' 33"R 775 13868 134.157 374 177.3 191 368 178 192 369 358 39 748 WET 39 Tar Road X-ing ( GADLLIA to BHITAURA) 28 48/1 A+ 14258 135.114 388 199.4 193 393 198 193 391 39 385 775 WET 385 281 49/ B+ 12 43' 15"L 234 14643 134.976 393 191.9 19 382 192 193 385 385 4 785 WET 4 Tar Road X-ing ( THATJA to BEHTA) 282 49/1 A+3 1543 134.171 4 29.8 199 49 27 2 47 4 4 8 WET 4 SKP PROJECTS, VADODARA Page 1 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 283 49/2 A+3 15443 134.317 4 2.7 214 415 2 211 411 4 4 8 WET 4 Tar Road X-ing ( MHASAIA to BEHTA) 284 49/3 A+ 15843 134.167 37 185.9 172 358 189 171 361 4 34 74 WET 34 285 49/4 A+ 16183 133.844 363 168.3 189 357 169 19 359 34 385 725 WET 385 286 49/5 A+ 16568 134.568 382 195.9 191 386 195 19 385 385 379 764 WET 379 287 5/ B+ 2 4' 18"R 2767 16948 134.383 387 188.8 193 382 189 194 383 379 395 774 WET 395 288 5/1 A+3 17343 132.379 395 22 215 418 21 211 412 395 395 79 WET 395 289 5/2 A+ 17738 131.414 395 179.5 214 393 184 21 394 395 395 79 WET 395 Tar Road X-ing 29 5/3 A+ 18133 127.788 395 181.1 24 385 185 22 387 395 395 79 WET 395 291 5/4 A+ 18528 126.45 398 191.4 188 379 193 191 384 395 4 795 WET 4 ISAN RIVER CROSSING 292 5/5 A+3 18928 126.186 398 212.3 212 424 29 28 418 4 395 795 WET 395 293 5/6 A+ 19323 126. 394 183 156 34 187 166 353 395 392 787 WET 392 294 51/ C+3 2 39' 44"R 2755 19715 131.656 394 235.6 219 454 226 214 439 392 395 787 WET 395 295 51/1 A+ 1111 129.967 395 176.2 189 366 181 191 373 395 395 79 WET 395 296 51/2 A+ 1155 131.771 395 25.7 221 427 24 215 419 395 395 79 WET 395 CANAL CROSSING 297 51/3 A+ 119 126.625 395 174.2 2 375 18 2 38 395 395 79 WET 395 298 51/4 A+ 111295 125.995 395 194.6 198 392 195 198 393 395 395 79 WET 395 299 51/5 A+ 11169 125.944 395 197.3 198 395 197 198 395 395 395 79 WET 395 3 51/6 A+ 11285 125.829 39 197 192 389 197 192 389 395 385 78 WET 385 31 52/ C+ 16 48' 26"L 6576 11247 126.2 385 193.3 195 388 193 194 387 385 385 77 WET 385 32 52/1 A+ 112855 125.532 385 19.3 192 382 191 192 383 385 385 77 WET 385 33 52/2 A+ 11324 125.63 385 193 194 387 193 194 387 385 385 77 WET 385 NALA CROSSING 34 52/3 A+ 113625 125.256 38 19.8 174 365 191 178 369 385 375 76 WET 375 NALA CROSSING 35 52/4 A+3 114 125.28 385 2.7 214 414 197 21 47 375 395 77 WET 395 Tar Road X-ing (MAKANPUR to AROL) 36 52/5 A+6 114395 125.557 378 181.5 154 335 185 16 346 395 36 755 WET 36 37 52/6 A+ 114755 126.248 373 26.4 19 397 2 191 391 36 385 745 WET 385 38 52/7 A+ 11514 126.716 393 194.7 181 375 194 185 38 385 4 785 WET 4 39 52/8 C+3 SECTION TOWER 11554 128.51 398 219.4 198 417 215 198 412 4 395 795 WET 395 31 52/9 A+ 115935 131.42 398 197.5 185 382 197 188 386 395 4 795 WET 4 311 52/1 A+ 116335 134.461 398 215.3 199 414 212 198 41 4 395 795 WET SKP PROJECTS, VADODARA Page 11 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 395 11KV LINE 312 52/11 A+ 11673 134.217 393 196.4 26 43 197 23 4 395 39 785 WET 39 313 52/12 A+ 11712 131.787 39 183.8 185 369 187 188 374 39 39 78 WET 39 314 52/13 A+ 11751 133.94 388 24.9 22 47 22 2 42 39 385 775 WET 385 11KV LINE 315 52/14 A+ 117895 131.926 385 183.1 181 364 185 184 37 385 385 77 WET 385 11KV LINE 316 52/15 A+ 11828 134.334 385 23.7 191 395 21 192 392 385 385 77 SS 385 11KV LINE 317 52/16 A+ 118665 134.613 383 193.8 181 375 193 184 377 385 381 766 SS 381 318 53/ D+3 46 2' 28"L 233 11945 133.511 37 199.2 96 295 197 11 298 381 233 614 SS 233 319 54/ D+6 46 7' 29"R 2968 119278 133.172 34 137 216 353 132 29 341 233 375 68 SS Railway X-ing (KANPUR to FARRUKABAD) bet. Km 6 & 61 & NH-91 X-ing(KANPUR to DELHI) bet. Km 365 & 366 375 Tar Road X-ing ( MERWA to NH-91) 32 54/1 A+ 119653 133.196 375 158.9 187 346 166 187 354 375 375 75 SS 375 33KV LINE 321 54/2 A+ 1228 133.197 375 187.5 191 379 188 19 378 375 375 75 WET 375 LT LINE 322 54/3 A+ 1243 132.376 375 183.6 184 368 185 185 37 375 375 75 WET 375 323 54/4 A+ 12778 133.36 375 19.7 186 376 19 186 376 375 375 75 PS 375 Tar Road X-ing ( JHAPAJBAZPUR to NH-91) 324 54/5 A+ 121153 133.418 375 189.3 19 379 189 189 378 375 375 75 WET 375 11KV LINE 325 54/6 A+ 121528 132.866 375 184.9 187 372 186 187 372 375 375 75 SS 375 POND 326 54/7 A+ 12193 133.42 359 188.3 163 351 188 165 353 375 343 718 WET 343 MANGO GARDEN 327 55/ B+3 6 11' 15"L 1575 122246 131.644 369 179.7 221 4 178 215 393 343 395 738 WET 395 cart track 328 55/1 A+ 122641 129.523 395 174.3 19 365 18 192 372 395 395 79 WET 395 11KV LINE 329 55/2 A+ 12336 131.76 395 24.5 179 384 23 184 387 395 395 79 WET 395 33 55/3 A+3 123431 132.18 392 215.8 27 423 211 24 416 395 39 785 SS 39 331 56/ D+ 3 3' 18"L 1134 123821 132.373 385 182.3 189 371 185 189 375 39 38 77 SS 38 LT LINE 332 56/1 A+ 12421 132.585 38 191 21 392 191 198 389 38 38 76 SS 38 cart track 333 56/2 A+ 124581 13.292 377 179.2 145 324 182 155 337 38 374 754 WET 374 334 57/ D+6 54 31' 51"L 21 124955 133.131 292 229.4-29.5 2 219 4 223 374 21 584 WET 21 UNDER CONSTRUCTION 5KV HVDC BALIA BIWADI LINE 335 58/ D+25 23 17' 12"R 296 125165 129.889 222 239.4 38 548 26 261 467 21 235 445 SS 235 336 58/1 D+ 1254 129.854 328-73.4-149 -223-26.1-6 -86.4 235 42 655 SS 42 337 58/2 STANDARD+85 12582 129.72 723 569.2 524 193 48 521 11 42 125 1445 PILE 125 GANGA RIVER CROSSING 338 58/3 STANDARD+85 126845 122.732 72 51.4 573 174 54 482 986 125 416 1441 PILE 416 339 59/ D+ 17 51' 19"R 759 127261 123.89 395-157 191 34-66.4 19 123 416 375 791 SS 375 SKP PROJECTS, VADODARA Page 12 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 34 59/1 A+ 127636 122.432 38 184.4 191 375 185 191 376 375 384 759 WET 384 341 6/ C+ 2 8' 14"R 1688 1282 122.69 362 193.3 17 363 193 17 363 384 34 724 WET 34 NALA CROSSING 342 6/1 A+ 12836 122.655 34 169.8 171 341 17 171 341 34 34 68 WET 34 NALA CROSSING 343 6/2 A+ 1287 122.412 34 168.7 171 339 169 171 34 34 34 68 WET 34 Tar Road X-ing ( MUNNIPURWA to SH=4) 344 6/3 A+ 1294 122.284 34 169.3 168 337 169 169 338 34 34 68 WET 34 POND 345 6/4 A+ 12938 122.646 334 171.9 162 334 171 162 334 34 328 668 WET 328 cart track 346 61/ C+ 14 48' 45"R 2316 12978 123.45 356 166 194 36 165 194 359 328 385 713 WET 385 Tar Road X-ing ( MELA/ALAMSHAH to SH=4) 347 61/1 A+ 1393 122.696 385 19.9 196 387 191 195 386 385 385 77 WET 385 cart track 348 61/2 A+ 13478 121.948 378 189 183 372 19 184 374 385 37 755 WET 37 349 61/3 A+ 13848 122.314 383 186.8 199 386 186 199 385 37 395 765 WET 395 cart track 35 61/4 A+ 131243 121.989 395 196 197 393 196 197 393 395 395 79 WET 395 cart track 351 61/5 A+ 131638 122.118 391 198.1 194 392 198 194 392 395 386 781 WET 386 352 62/ D+ 33 6' 3"R 1535 13224 121.961 381 192.3 191 383 193 19 382 386 375 761 WET 375 cart track 353 62/1 A+ 132399 121.269 385 184.2 194 379 185 195 38 375 395 77 WET 395 cart track 354 62/2 A+ 132794 121.965 39 2.7 192 392 2 192 392 395 385 78 WET 385 cart track 355 62/3 A+ 133179 122.116 382 193.2 194 387 193 193 386 385 38 765 FS 38 11kv line 356 63/ D+ 44 52' 3"R 255 133558 121.257 317 185.8 57.1 243 187 75 261 38 255 635 FS 255 SH-4 X-ing(BILHOUR to BANGARMAU) bet. Km 6 & 7 357 64/ C+9 16 14' 55"L 53 133813 122.291 379 198 255 453 181 255 435 255 53 758 FS 53 358 65/ C+9 2 57' 34"L 5418 134317 121.218 444 247.8 24 488 249 228 477 53 385 888 FS 385 359 65/1 A+ 13472 12.49 388 145.2 176 322 157 181 338 385 39 775 WET 39 Tar Road X-ing 36 65/2 A+3 13592 121.83 388 213.5 22 416 29 2 49 39 385 775 WET 385 Tar Road X-ing 361 65/3 A+ 135477 122.6 388 182.8 198 381 185 198 383 385 39 775 WET 39 POND 362 65/4 A+ 135867 121.248 39 191.5 199 39 192 198 39 39 39 78 WET 39 cart track 363 65/5 A+ 136257 12.4 388 191.1 198 389 192 196 388 39 385 775 WET 385 364 65/6 A+ 136642 119.285 388 187.3 188 375 189 19 378 385 39 775 WET 39 POND 365 65/7 C+ SECTION TOWER 13732 12.783 38 21.9 183 385 2 184 384 39 37 76 WET 37 366 65/8 A+ 13742 121.136 383 186.7 199 386 186 198 385 37 395 765 WET 395 Tar Road X-ing (UMRIA to MARHAPUR) 367 65/9 A+ 137797 12.847 395 196.2 2 396 197 199 396 395 395 79 WET 395 cart track 368 65/1 A+ 138192 12.347 393 195.2 194 389 196 194 39 395 39 785 WET SKP PROJECTS, VADODARA Page 13 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 39 Tar Road X-ing (RAJEPUR to MARHAPUR) 369 65/11 A+ 138582 12.613 385 196.2 19 386 196 19 386 39 38 77 WET 38 11KV LINE 37 65/12 A+ 138962 12.593 378 189.9 189 379 19 189 379 38 375 755 WET 375 LT LINE 371 65/13 A+ 139337 12.287 387 186 199 385 186 199 385 375 398 773 WET 398 372 66/ C+ 29 3' 59"L 1992 139735 12.36 399 199.4 19 389 199 192 392 398 4 798 WET 4 cart track 373 66/1 A+3 14135 119.69 4 21.1 211 421 28 28 416 4 4 8 WET 4 374 66/2 A+ 14535 12.242 4 189.4 19 379 192 192 384 4 4 8 WET 4 375 66/3 A+3 14935 119.491 399 21.1 211 421 28 28 416 4 398 798 WET 398 cart track 376 66/4 A+ 141333 119.748 396 186.7 196 382 19 196 386 398 394 792 WET 394 Tar Road X-ing (BARWAGAHAT to SH=38) 377 67/ D+ 38 14' 35"R 3158 141727 12.76 395 198.7 184 383 198 187 386 394 395 789 WET 395 cart track 378 67/1 A+3 142122 12.34 395 21.9 221 432 28 215 423 395 395 79 WET 395 379 67/2 A+ 142517 117.849 395 174 194 368 18 195 375 395 395 79 WET 395 KALYANI RIVER CROSSING 38 67/3 A+ 142912 117.156 398 2.6 226 427 2 22 419 395 4 795 WET 4 381 67/4 A+3 143312 119.968 4 174 187 361 18 191 371 4 4 8 WET 4 CART TRACK 382 67/5 A+3 143712 122.779 4 212.6 187 4 29 191 4 4 4 8 WET 4 CART TRACK 383 67/6 A+3 144112 125.591 39 212.6 221 434 29 213 423 4 38 78 WET 38 384 67/7 A+ 144492 121.981 386 158.8 28 367 167 25 372 38 393 773 WET 393 11KV LINE 385 68/ C+ 15 27' 1"L 2844 144885 119.445 374 184.9 177 362 188 177 365 393 355 748 WET 355 11KV LINE 386 68/1 A+ 14524 119.59 355 178.2 174 353 178 175 353 355 355 71 WET 355 CART TRACK 387 68/2 A+ 145595 12.21 355 18.6 173 353 18 174 354 355 355 71 PS 355 CART TRACK 388 68/3 A+ 14595 121.171 328 182.4 158 34 181 156 337 355 3 655 PS 3 389 68/4 A+ 14625 119.889 33 142.3 162 34 144 16 34 3 35 65 WET 35 Tar Road X-ing (MUNNIKHERA to FATEHPUR) 39 68/5 A+ 146555 118.261 35 142.9 198 341 145 198 343 35 395 7 WET 395 POND 391 68/6 A+ 14695 118.135 39 196.9 193 39 197 193 39 395 385 78 WET 385 11KV LINE 392 68/7 A+ 147335 117.922 389 191.5 196 388 192 196 388 385 394 779 WET 394 393 69/ C+ 22 34' 41"R 832 147729 118.28 347 197.2 149 346 197 149 347 394 3 694 PS 3 Tar Road X-ing 394 69/1 A+ 14829 118.163 3 15.8 159 31 151 157 38 3 3 6 WET 3 KALYANI RIVER CROSSING 395 69/2 A+ 148329 116.578 266 14.5 111 251 143 112 255 3 232 532 SS 232 Tar Road X-ing 396 7/ D+ 39 22' 26"L 5319 148561 117.238 36 121.1 184 35 12 186 36 232 38 612 SS 38 11KV LINE SKP PROJECTS, VADODARA Page 14 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 397 7/1 A+ 148941 118.428 38 195.6 19 385 194 19 384 38 38 76 SS 38 cart track 398 7/2 A+ 149321 118.492 38 19.3 189 379 19 189 379 38 38 76 WET 38 KALYANI RIVER CROSSING 399 7/3 A+ 14971 118.743 38 191.2 19 381 191 19 381 38 38 76 WET 38 4 7/4 A+ 1581 118.848 38 19.5 178 369 19 181 371 38 38 76 PS 38 41 7/5 A+ 15461 121.369 38 21.9 187 389 199 188 387 38 38 76 WET 38 MANGO GARDEN 42 7/6 A+ 15841 121.91 38 192.6 193 386 192 192 384 38 38 76 WET 38 43 7/7 C+ SECTION TOWER 151221 121.273 38 187 192 379 188 191 379 38 38 76 PS 38 44 7/8 A+ 15161 12.935 38 188.4 188 377 189 189 377 38 38 76 WET 38 45 7/9 A+ 151981 121.332 38 191.9 191 383 191 191 382 38 38 76 WET 38 46 7/1 A+ 152361 121.143 38 189.1 189 378 189 189 379 38 38 76 WET 38 47 7/11 A+ 152741 121.336 38 19.9 185 376 191 186 377 38 38 76 WET 38 48 7/12 A+ 153121 122.336 38 194.7 195 39 194 194 387 38 38 76 WET 38 49 7/13 A+ 15351 121.289 38 185.1 192 377 186 191 378 38 379 759 FS 379 CART TRACK 41 71/ D+ 47 7' 42"R 67 15388 12.793 34 187.3 154 342 188 153 341 379 3 679 SS 3 411 71/1 A+ 15418 12.63 33 145.6 153 298 147 153 299 3 37 67 FS 37 Tar Road X-ing ( ANDHALIYA to SH=38) 412 72/ D+ 48 52' 4"L 387 154487 12.214 347 154.3 192 347 154 193 347 37 387 694 FS 387 413 73/ C+ 15 11' 57"L 111 154874 12.469 364 194.7 17 364 194 17 364 387 34 727 FS 34 CART TRACK 414 73/1 A+ 155214 12.53 34 17.3 169 339 17 169 339 34 34 68 FS 34 415 73/2 A+ 155554 12.718 336 171 172 343 171 171 341 34 331 671 PS 331 NALA CROSSING 416 74/ D+ 53 27' 4"R 4122 155885 119.464 353 158.8 188 346 16 188 348 331 375 76 PS 375 POND & CANAL CROSSING 417 74/1 A+ 15626 119.449 375 187.4 186 374 187 186 374 375 375 75 PS 375 418 74/2 A+ 156635 119.743 375 188.9 185 374 189 185 374 375 375 75 WET 375 419 74/3 A+ 1571 12.31 375 19.2 188 378 19 188 377 375 375 75 WET 375 Tar Road X-ing ( RAMNAGAR to SAFIPUR) 42 74/4 A+ 157385 12.17 375 186.9 185 372 187 186 373 375 375 75 FS 375 11KV LINE 421 74/5 A+ 15776 12.699 375 19 187 377 189 187 377 375 375 75 FS 375 422 74/6 A+ 158135 12.655 375 187.7 185 373 188 186 373 375 375 75 FS 375 423 74/7 A+ 15851 121.2 375 19.1 186 376 189 186 376 375 375 75 WET 375 MANGO PLANTATION 424 74/8 A+ 158885 121.62 365 189.4 171 36 189 172 361 375 355 73 FS 355 MANGO PLANTATION & NALA CROSSING 425 74/9 A+ 15924 122.975 37 184.4 21 385 183 199 382 355 385 74 FS SKP PROJECTS, VADODARA Page 15 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 385 MANGO PLANTATION & NALA CROSSING 426 74/1 A+ 159625 121.139 383 184 186 37 186 187 373 385 382 767 SS 382 MANGO PLANTATION & 11KV LINE 427 75/ C+ 28 2' 1"L 43 167 122.19 386 195.9 195 391 195 195 39 382 39 772 SS 39 Tar Road X-ing (SAFIPUR to SAKHAN/MUSALMAN) & POND 428 75/1 A+ 16397 122.22 39 195.1 186 382 195 189 384 39 39 78 SS 39 Tar Road X-ing & MANGO PLANTATION 429 75/2 A+ 16787 124.84 393 23.6 2 43 21 199 4 39 395 785 WET 395 CANAL CROSSING 43 75/3 A+ 161182 123.64 393 195.5 196 391 196 196 392 395 39 785 FS 39 11KV LINE 431 75/4 A+ 161572 123.443 393 194.1 23 397 194 22 396 39 395 785 PS 395 Tar Road X-ing & MANGO PLANTATION 432 75/5 A+ 161967 122.171 393 191.7 197 388 193 196 389 395 39 785 WET 39 433 75/6 A+ 162357 121.822 39 193.4 193 387 194 194 387 39 39 78 PS 39 Tar Road X-ing 434 75/7 A+ 162747 122.234 393 196.9 195 392 196 196 392 39 395 785 WET 395 435 75/8 A+ 163142 122.727 393 199.7 192 391 199 193 392 395 39 785 WET 39 MANGO TREE PLANTATION 436 75/9 A+ 163532 123.44 393 198.3 195 393 197 195 393 39 395 785 WET 395 MANGO TREE PLANTATION 437 75/1 A+ 163927 124.41 387 2.2 189 389 2 189 389 395 38 775 WET 38 Tar Road X-ing ( ALLAUDDIN to SHEPUR/KHURD) 438 76/ D+ 39 48' 17"L 3195 16437 124.258 39 191 189 38 191 192 382 38 4 78 WET 4 MANGO TREE PLANTATION 439 76/1 A+3 16477 123.714 4 211 211 422 28 28 416 4 4 8 WET 4 MANGO TREE PLANTATION 44 76/2 A+ 16517 124.335 4 189.3 185 374 192 189 381 4 4 8 WET 4 MANGO TREE PLANTATION & 11KV LINE 441 76/3 A+3 16557 124.661 4 214.9 214 429 211 211 422 4 4 8 WET 4 MANGO TREE PLANTATION & 11KV LINE 442 76/4 A+ 16597 124.465 4 185.7 191 376 189 193 382 4 4 8 WET 4 MANGO GARDEN & Tar Road X-ing (UNWA to JAMALUDINPUR) 443 76/5 A+3 16637 123.555 4 29.4 217 426 27 212 42 4 4 8 WET 4 MANGO TREE PLANTATION 444 76/6 A+ 16677 122.848 4 183.4 194 377 188 195 383 4 4 8 WET 4 MANGO GARDEN & Tar Road X-ing (UNNAO to SAFIPUR) 445 76/7 A+3 16717 121.248 397 26.3 216 422 25 211 416 4 395 795 WET 395 MANGO GARDEN & NALA CROSSING 446 77/ D+ 31 33' 28"R 216 16752 12.194 347 178.9 158 337 183 156 34 395 3 695 WET 3 447 77/1 A+ 16782 118.778 34 141.5 188 33 144 189 332 3 38 68 WET 38 Tar Road X-ing & NALA CROSSING 448 77/2 A+ 168182 119.175 36 191.9 178 37 191 176 368 38 34 72 WET 34 449 77/3 A+ 168522 117.62 35 161.8 187 349 164 185 349 34 36 7 PS 36 Tar Road X-ing 45 77/4 A+ 168882 116.228 34 173.1 167 34 175 165 34 36 32 68 PS 32 451 77/5 A+ 16922 114.988 318 153.1 159 312 155 159 314 32 316 636 PS 316 Tar Road X-ing 452 78/ C+ 24 35' 48"R 34 169518 114.86 31 157.2 165 322 157 162 319 316 34 621 PS 34 Tar Road X-ing ( RUSLABAD to CHAKAILVANSHI) 453 79/ D+3 37 58' 44"R 245 169822 114.8 275 139.1 281 42 142 242 384 34 245 549 PS 245 UNDER CONSTRUCTION 5KV HVDC BALIA BIWADI LINE SKP PROJECTS, VADODARA Page 16 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 454 8/ D+25 4 5' 34"L 2333 1767 113.72 317-36.3 8.8 44 3.2 19 112 245 39 635 WET 39 455 8/1 A+ 17457 113.854 39 39.2 194 54 281 194 475 39 39 78 WET 39 456 8/2 A+ 17847 114.3 393 195.7 198 393 196 198 393 39 395 785 WET 395 457 8/3 A+ 171242 114.3 385 197.5 187 384 198 187 384 395 375 77 WET 375 458 8/4 A+ 171617 114.154 383 188.2 197 385 188 196 384 375 39 765 WET 39 459 8/5 A+ 1727 113.734 391 193.1 196 389 194 196 39 39 393 783 WET 393 46 81/ C+ 22 14' 28"L 1186 1724 113.819 41 196.7 189 386 197 193 39 393 41 83 WET 41 Tar Road X-ing & TINAI RIVER CROSSING 461 81/1 A+3 17281 114.51 395 221.1 26 427 217 22 419 41 38 79 WET 38 NALA CROSSING 462 81/2 A+ 17319 114.166 388 174.3 199 373 178 199 377 38 396 776 WET 396 463 82/ D+ 38 32' 5"R 3996 173586 114.51 398 197.6 188 386 198 191 389 396 4 796 WET 4 464 82/1 A+3 173986 113.73 4 212 21 422 29 28 417 4 4 8 WET 4 465 82/2 A+ 174386 114.433 4 189.7 185 375 192 189 381 4 4 8 WET 4 466 82/3 A+3 174786 114.82 4 215.2 211 426 211 28 42 4 4 8 WET 4 467 82/4 A+ 175186 115.361 4 189 188 377 192 191 383 4 4 8 WET 4 468 82/5 A+ 175586 118.4 4 211.8 186 398 29 19 399 4 4 8 WET 4 469 82/6 A+ 175986 121.67 4 213.7 185 399 21 189 399 4 4 8 WET 4 Tar Road X-ing (RAOW to MAKHI) 47 82/7 A+3 176386 121.4 4 214.9 211 426 211 28 42 4 4 8 WET 4 471 82/8 A+ 176786 121.98 4 188.8 184 372 192 188 379 4 4 8 WET 4 472 82/9 A+3 177186 122.559 398 216.4 27 424 212 25 417 4 396 796 WET 396 473 83/ D+ 36 14' 37"L 336 177583 123.55 366 189 156 345 191 159 35 396 336 732 WET 336 CANAL CROSSING 474 84/ D+3 49 42' 51"L 22 177919 122.827 278 18.3 11 29 177 11 287 336 22 556 WET 22 Railway X-ing (UNNAO to HARDOI) bet. Km 1 & 11 475 85/ D+3 38 8' 54"R 77 178139 122.825 285 11 192 32 11 188 298 22 35 57 WET 35 CART TRACK 476 85/1 A+ 178489 122.537 353 158.2 181 339 162 18 343 35 357 77 WET 357 477 86/ D+ 45 51' 18"R 423 178846 122.37 371 175.8 193 369 176 193 369 357 385 742 WET 385 Tar Road X-ing (PURA to PAWAI) 478 86/1 A+ 179231 121.972 385 192.2 192 384 192 192 384 385 385 77 PS 385 479 86/2 A+ 179616 122.119 385 193.2 193 386 193 193 386 385 385 77 PS 385 48 86/3 A+ 181 121.949 385 191.7 194 385 192 193 385 385 385 77 WET 385 481 86/4 A+ 18386 121.78 37 191.4 179 37 192 179 37 385 355 74 WET 355 482 86/5 A+ 18741 121.426 375 176.1 196 373 176 197 373 355 395 75 WET SKP PROJECTS, VADODARA Page 17 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 395 CANAL CROSSING 483 86/6 A+ 181136 121.657 395 198.5 197 395 198 197 395 395 395 79 SS 395 484 86/7 A+ 181531 121.799 395 198.1 196 395 198 197 395 395 395 79 SS 395 CART TRACK 485 86/8 A+ 181926 122.37 39 198.6 194 393 198 194 392 395 385 78 SS 385 486 86/9 A+ 182311 121.715 385 191 191 382 191 191 383 385 385 77 SS 385 CART TRACK 487 86/1 A+ 182696 122.95 369 194.3 175 369 194 175 369 385 353 738 SS 353 488 87/ D+ 38 48' 8"L 2374 18349 122.438 374 178.5 2 379 178 199 377 353 395 748 SS 395 489 87/1 A+ 183444 121.874 395 194.9 199 394 196 198 394 395 395 79 SS 395 49 87/2 A+ 183839 121.594 395 196.2 196 392 197 196 393 395 395 79 SS 395 491 87/3 A+ 184234 121.987 395 199.3 195 394 199 196 395 395 395 79 WET 395 492 87/4 A+ 184629 122.521 395 199.9 199 399 199 198 398 395 395 79 WET 395 Tar Road X-ing (TIKARGARH to MAWAIYA) 493 87/5 A+ 18524 122.259 397 196.3 198 395 197 199 395 395 399 794 WET 399 LT LINE 494 88/ B+ 11 3' 48"L 728 185423 122.531 38 2.8 179 38 21 179 38 399 36 759 WET 36 WBM Road X-ing ( TIKARGARH to MHHPATIKHERA) 495 88/1 A+ 185783 122.776 364 181.2 188 369 181 187 368 36 368 728 WET 368 Tar Road X-ing (UNNAO to BIRCHI) 496 89/ B+ 12 37' 37"R 14 186151 121.993 354 18.2 171 351 181 171 352 368 34 78 SS 34 497 89/1 A+ 186491 121.84 34 169.2 171 34 169 171 34 34 34 68 SS 34 498 89/2 C+ 186831 121.631 332 168.9 22.1 191 169 57 226 34 324 664 PS 324 WBM Road X-ing 499 9/ D+25 15 14' 46"L 193 187156 121.994 275 32.3 15 48 268 17 375 324 225 549 SS 225 4KV D/C UNNAO BARELY LINE X-ing Bet. T.NO.9 & 1 5 9/1 D+25 187381 122.9 257 119.7 31 421 118 262 38 225 29 515 PS 29 51 9/2 C+ 187671 122.63 3-11.1 254 243 27.5 23 257 29 31 6 PS 31 52 9/3 D+18 187981 121.763 289 55.99 54.4 11 8.5 74 155 31 268 578 PS 268 4KV S/C UNNAO-LUCKNOW LINE X-ing Bet. T.NO.8 & 9 53 91/ D+6 51 21' 59"R 245 188248 121.92 256 213.2 143 356 194 138 332 268 245 513 WET 245 Railway X-ing (KANPUR to LUCKNOW) bet. Km 46 & 47 54 92/ D+3 52 56' 47"L 235 188493 122.85 24 11.9 165 267 17 153 26 245 235 48 WET 235 55 93/ D+9 53 1' 37"R 21 188729 122.36 223 7.33 11 171 82 12 184 235 21 445 WET 21 22 KV D/C KANPUR TO LUCKNOW LINE X-ing Bet. T.NO.14 & 15 56 94/ D+9 59 49' 17"L 388 188939 122.823 299 19.4 235 345 18 225 333 21 388 598 PS 388 57 95/ D+ 48 32' 46"R 22 189327 122.882 295 152.8 16 259 163 15 268 388 22 59 PS 22 NH-25 X-ing (KANPUR to LUCKNOW) bet. Km 5 & 51 58 96/ D+ 5 25' 2"R 842 189529 122.32 241 95.8 136 232 97.1 137 234 22 28 482 WET 28 Tar Road X-ing & 11KV LINE 59 96/1 C+ 18989 122.972 28 144.3 26.6 171 143 55 198 28 28 56 WET 28 51 96/2 D+18 1989 122.694 281 253.4 96.8 35 225 18 333 28 282 562 WET 282 4KV S/C BARA-UNNAO LINE X-ing Bet. T.NO.98 & 981 SKP PROJECTS, VADODARA Page 18 of 19

Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 511 97/ D+25 51 36' 8"R 2 19371 122.649 241 185.2 322 57 174 267 441 282 2 482 WET 2 512 98/ C+ 24 2' 1"R 211 19571 122.86 25-122 16-16 -67.2 16 38.6 2 211 411 WET 211 513 99/ DE+ 19782 122.815 15 15.1 15 15 15 211 211 WET DEAD END (EXISTING UNNAO S/S) SKP PROJECTS, VADODARA Page 19 of 19

Annexure Technical Details Package 2

PACKAGE-2 765 kv S/C Mainpuri-Hapur & Mainpuri-Greater Noida Line with 765 kv/4 kv AIS at Hapur & Greater Noida and Associated Schemes/Work Scope of work in Substaion Sl.No 1 Name of Substation 765/4/22kV Hapur Type AIS Rating 2X15MVA, 765/4kV, 2X5MVA, 4/22kV Bus switching scheme One & half breaker scheme for 765&4kV sides and two main and transfer scheme for 22kV side No. of bays 765kV 4kV 22kV 132kV 33kV Feeder Bay-2,Tfr. Bay- Feeder Bay-4,Tfr. Feeder Bay-4,Tfr. Bay- NA NA 2, BR-1, Spare Bay-4, Spare Bay- 2, BC-1, BT-1, Spare Bay-2 2 Bay-2 2 765/4/22kV G.Noida AIS 2X15MVA, 765/4kV, 2X315MVA, 4/22kV One & half breaker scheme for 765&4kV sides and two main and transfer scheme for 22kV side Feeder Bay-4,Tfr. Bay- Feeder Bay-4,Tfr. 2, BR Bay-1,Spare Bay-4, Spare Bay- Bay-2 2 Feeder Bay-2,Tfr. Bay- 2, BC-1, BT-1, Spare Bay-4 NA NA 3 4/22/33kV Autor (Gaziabad) AIS 2X5MVA, 4/22kV, 3X6MVA, 22/33kV One & half breaker scheme for 4kV and two main and transfer scheme for 22kV & single main bus transfer scheme for 33kVside NA Feeder Bay-4,Tfr. Bay-2, Spare bay- 2 Feeder Bay-2,Tfr. Bay- 5, BC-1,BT-1, Spare bay-4 NA Feeder/BT Bay- 15/3,Tfr. Bay-3 4 4/22kV Sikandarabad AIS 2X5MVA, 4/22kV One & half breaker scheme for 4kV and two main and transfer scheme for 22kV side NA Feeder Bay-4,Tfr. Bay-2, Spare bay- 2 5 4/22kV Nehtaur AIS 2X2MVA, 4/132kV One & half breaker scheme for 4kV and single main and transfer scheme for 132kV NA Feeder Bay-2,Tfr. Bay-2, Spare bay- 2 side Feeder Bay-2,Tfr. Bay- 2, BC-1,BT-1, Spare bay-4 NA NA Feeder Bay- 4,Tfr. Bay-2, BT-1, Spare bay-2 NA NA 6 4/22/132kV Dasna AIS 2X315MVA, 4/22kV, 2X1MVA, 22/132kV One & half breaker scheme for 4kV, two main transfer bus scheme for 22kV and singlemain and transfer scheme for 132kV side NA Feeder Bay-3,Tfr. Bay-2, Spare bay- 2 Feeder Bay-1,Tfr. Bay- 4, BC-1, BT-1, Spare bay-2 Feeder Bay- 3,Tfr. Bay-2, BT-1, Spare bay-2 NA 7 4/22/33kV Indirapuram GIS 2X5MVA, 4/22kV, 3X6MVA, 22/33kV One & half breaker scheme for 4kV, two main transfer bus scheme for 22kV and single main and transfer scheme for 33kV side NA Feeder Bay-5,Tfr. Bay-2, Spare bay- 2 Feeder Bay-6,Tfr. Bay- 5, BC-1, BT-1, Spare bay-2 Feeder/BT Bay- 15/3,Tfr. Bay-3

Sl. No. Name of Line Approx. Line Length (Km) 1 765kV SC Mainpuri - Hapur with Quad Bersimis 25 2 LILO of 4 kv Moradabad - Muradnagar Line at 765kV Hapur with Twin Moose 2 3 4kV DC Hapur Indirapuram with Twin Moose 6 4 765kV SC Greater Noida - Hapur with Quad Bersimis 63 5 765kV LILO of Meerut(PG) Agra(PG) at 765kV Gr. Noida with Quad Bersimis 4 6 765kV SC Mainpuri - Greater Noida with Quad Bersimis 27 7 4kV DC G. Noida (765kV) - Noida Sector 137 with Twin Moose 2 8 LILO of one CKT of 4kV G. Noida (765kV) - Noida Sector 137 at 4 kv Indirapuram with Twin Moose 2 9 LILO of 4kV Muradnagar-Muzaffarnagar at 4kV Atour Substation with Twin Moose 4 1 4kV DC (Quad Moose)Greater Noida(765kV)-Sikandarabad 4 11 LILO of 4kV Rishikesh-Kashipur at 4kV Nehtaur Substation with Twin Moose 1 12 4kV SC Dasna-Indirapuram with Twin Moose 3 13 4kV LILO of one Ckt of Hapur - Indirapuram at 4kV Dasna with Twin Moose 1 14 4kV DC(Quad Moose) Indirapuram-Atour 25 Note: Total Estimated Cost of Package 2 is Rs. 3776 Crores 1) The steady state active power flow from 765kV bus in UP, considering ultimate system peak load of 18957MW, has been preliminary worked out by UPPTCL and is enclosed in the CD 2) The indicative MW and MVAR loadings of different 765, 4 & 22kV feeders as worked out by UPPTCL are enclosed in the CD 3) The indicative ultimate system short circuit levels as worked out by UPPTCL (as enclosed in the CD) show that short circuit level of 4KA for 1 sec will be sufficient for all substations except for Rewa Road, which should be 63KA for 1 sec.

Rishikesh Muzaffarnagar Meerut (PG) Muradnagar Noida Sec 137 G. Noida Indirapuram Pali Sikandarabad Aligarh Package 2: 765 kv S/C Mainpuri-Hapur & Mainpuri-Greater Noida Line with 765 kv/4 kv AIS at Hapur & Greater Noida and Associated Schemes/Work Atour Dasna Nehtaur Hapur Harduaganj Kashipur Moradabad Mainpuri Shahjahanpur Rosa To be Constructed 765kV substation 4kV substation 765kV S/C line 765kV 2XS/C line 4kV D/C line Generating Stations PGCIL substation UPPTCL substation Existing UPPTCL Lines Agra (PG) Tanda Paricha Bara Meja Karchana 8/11/29 Anpara C & D