final technical details 1&2

Annexure

Technical Details – Package 1

PACKAGE-1

Scope of work in Substation

765kV 400kV 220kV 132kV

Feeder Bay-2, Tfr.

Bay-2, Spare bay-2

NA

765 kV S/C Mainpuri-Bara Line with 765 kV/400 kV AIS at Mainpuri and Associated Schemes/Work

Bus switching schemeName of Substation Type Rating

400/220/132kV Gonda AIS NA

NA

2X315MVA,

400/220kV,

2X100MVA,

220/132kV

3X315MVA,

400/220kV

One & half breaker scheme for

400kV side and two main and

transfer scheme for 220kV side

NA

Sl.No.

1

400/220kV Rewa Road GIS2

765/400kV Mainpuri AIS

3

4

5

Feeder Bay-4, Tfr.

Bay-2, BT-1,

Spare bay-2

AIS

2X500MVA,

400/220kV,

2X160MVA,

220/132kV


400kV and two main and transfer

scheme for 220kV & single main

and transfer bus scheme for

132kVside





132kVside

Feeder Bay-4, Tfr.

Bay-2, BT-1,

Spare bay-2

Feeder Bay-9, Tfr.

Bay-2,

BT-1,

Spare bay-2

No. of bays

Feeder Bay-4, Tfr.

Bay-2, Spare bay-2

Feeder Bay-4, Tfr.

Bay-4, BC-1, BT-

1, Spare bay-2

Feeder Bay-8, Tfr. Bay-

3, BR Bay-1, Spare

Bay-2

Spare Bay-2, Tfr Bay-

2, 220KV bus to be

extended to adjacent

existing S/S

NA NA2X1000MVA,

765/400 kV


765&400kV sides and two main and

transfer scheme for 220kV side

Feeder Bay-5, Tfr. Bay-

2, BR Bay-1, Spare Bay-

2

Feeder Bay-6, Tfr.

Bay-2, Spare Bay-2

Feeder Bay-2, Tfr.

Bay-4, BC-1, BT-

1, Spare bay-2

400/220/132kV Sultanpur

Road,Lucknow

AIS

2X200MVA,

400/132kV





132kVside

400/132kV Aurai

NA

NA Feeder Bay-2, Tfr.

Bay-2, Spare bay-2

Scope of work in Lines

Sl. No. Approx. Line Length(Km)

1 191

2 120

3 30

4 90

5 2x351

6 12

7 20

8 25

9 20

10 20

11 100

12 230

13 20

14 15

Note:

2) The indicative MW and MVAR loadings of different 765, 400 & 220kV feeders as worked out by UPPTCL are enclosed in the CD

765 kV SC Mainpuri - Unnao with Quad Bersimis

400 kV DC Quad Moose Mainpuri - Aligarh

400 kV DC Twin Moose Mainpuri (765kV) - Mainpuri (PG)

LILO of 400 kVAgra – Agra(PG) at 765kV Mainpuri with Twin Moose

765kV 2x SC Mainpuri - Bara with Quad Bersimis

LILO of 400kV Panki-Obra at 400kV Rewa Road with Twin Moose

Total Estimated Cost of Package 1 is Rs. 3941 Crores

3) The indicative ultimate system short circuit levels as worked out by UPPTCL (as enclosed in the CD) show that short circuit level of 40KA for 1 sec will be sufficient for all substations except for Rewa Road,

which should be 63KA for 1 sec.

400kV DC (Quad Moose) Rewa Road-Karchhana

400kV DC (Quad Moose) Rewa Road-Meja

400kV DC (Quad) Bara-Meja

400kV DC (Quad Moose) Bara-Karchhana

400kV D/C (Twin Moose) Tanda-Gonda

400kV D/C (Twin Moose) Gonda-Shahjahanpur

LILO of 400kV Sarojininagar-Kursi Road (PG) at 400kV Sultanpur Rd., Lucknow with Twin Moose

LILO of 400kV Obra-Sultanpur at 400kV Aurai with Twin Moose

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

Name of Lines

8/11/2009

PANKI

Unnao

Obra (T)

Gonda

Mainpuri

SULTANPUR

Rewa Road

To Kanpur

Anpara C & D

Bara

Karchana

Meja

Paricha

Tanda

Rosa

Agra (PG)

Aurai

Shahjahanpur

PANKI

Unnao

Obra (T)

Mainpuri

SULTANPUR

Rewa Road

To Kanpur

Anpara C & D

Bara

KarchanaMeja

Paricha

Tanda

Rosa

Agra (PG)

Mainpuri

(PG)

Sultanpur Rd. (Lko)

LILO

Aligarh

LILO (Panki-Obra)

Package 1:

765 kV S/C Mainpuri-Bara Line with 765 kV/400 kV AIS at

Mainpuri and Associated Schemes/Work

Generating StationsPGCIL substationUPPTCL substationExisting UPPTCL Lines

To be Constructed765kV substation400kV substation765kV S/C line765kV 2XS/C line400kV D/C line

Survey Report

Bara-Mainpuri Line

PAGE - 1TOWER LOC. ANGLE OF TURN TYPE OF SEC Crossing Details

NO. NO. DEVIATION R/L TOWER DIST.(m) Left Right Total Left Right Total Left Right Total

1 1\0 0D00'00" A+0 0.000 105.423 105.423 0.000 103.095 103.095 225.010 225.010

225.010 NH - 76,11 K.V LINE.

2 2\0 30D12'45" RT D+0 225.010 119.587 197.870 317.457 121.915 197.170 319.085 225.010 400.000 625.010

400.000 33 K.V LINE

3 2\1 A+0 202.130 179.566 381.696 202.830 179.423 382.253 400.000 360.000 760.000

360.000

4 2\2 A+0 180.434 188.460 368.894 180.577 191.241 371.818 360.000 360.000 720.000

360.000

5 2\3 A+0 171.540 232.686 404.227 168.759 243.432 412.191 360.000 400.000 760.000

400.000

6 2\4 A+0 167.314 209.453 376.766 156.568 215.848 372.416 400.000 380.000 780.000

380.000

7 2\5 A+0 170.547 205.207 375.754 164.152 208.294 372.447 380.000 391.632 771.632

391.632

8 3\0 15D36'43" LT C+3 2291.632 186.425 134.002 320.427 183.338 142.528 325.866 391.632 216.130 607.762

216.130 132 K.V S/C TR LINE.

9 4\0 01D19'56" RT C+0 216.130 82.128 161.307 243.435 73.602 165.024 238.625 216.130 300.000 516.130

300.000

10 4\1 A+0 138.693 153.433 292.127 134.976 154.562 289.538 300.000 300.000 600.000

300.000

11 4\2 A+0 146.567 151.487 298.054 145.438 151.976 297.414 300.000 300.000 600.000

300.000

12 4\3 A+0 148.513 165.693 314.205 148.024 165.645 313.668 300.000 331.678 631.678

331.678

13 5\0 02D00'55" LT B+0 1231.678 165.985 179.045 345.030 166.033 178.731 344.765 331.678 360.000 691.678

360.000 METAL ROAD,CANEL.

14 5\1 A+0 180.955 200.718 381.673 181.269 200.954 382.223 360.000 400.000 760.000

400.000 METAL ROAD.

15 5\2 A+0 199.282 188.588 387.870 199.046 188.124 387.170 400.000 380.000 780.000

380.000

16 5\3 A+0 191.412 191.107 382.519 191.876 191.471 383.347 380.000 380.000 760.000

380.000

17 5\4 A+0 188.893 188.810 377.703 188.529 185.132 373.661 380.000 400.000 780.000

400.000 METAL ROAD.

18 5\5 A+3 188.893 205.211 394.104 188.529 206.924 395.453 400.000 400.000 800.000

400.000 NALA.

19 5\6 A+0 194.789 174.755 369.544 193.076 168.957 362.034 400.000 384.778 784.778

384.778

20 6\0 30D06'15" LT D+0 2704.778 210.023 176.653 386.677 215.821 172.265 388.086 384.778 380.000 764.778

380.000 BRICK ROAD.

21 6\1 A+0 203.347 176.760 380.106 207.735 172.407 380.141 380.000 380.000 760.000

380.000

22 6\2 A+0 248.163 170.274 418.437 260.452 163.789 424.241 380.000 380.000 760.000

Checked By Approved By

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI

Span (m)

Weight Span Hot Weight Span Cold Sum of adjustment of span



380.000

23 6\3 A+0 209.726 172.896 382.622 216.211 167.273 383.484 380.000 380.000 760.000

380.000

24 6\4 A+3 207.104 179.821 386.925 212.727 173.188 385.914 380.000 400.000 780.000

400.000

25 6\5 A+0 220.179 216.711 436.890 226.812 225.493 452.305 400.000 380.000 780.000

380.000

26 6\6 A+0 163.289 193.204 356.492 154.507 194.257 348.764 380.000 380.000 760.000

380.000

27 6\7 A+0 186.796 157.193 343.990 185.743 149.696 335.439 380.000 360.000 740.000

360.000

28 6\8 A+0 202.807 219.923 422.729 210.304 226.472 436.776 360.000 400.000 760.000

400.000

29 6\9 B+0 180.077 182.419 362.497 173.528 183.215 356.742 400.000 360.000 760.000

360.000

30 6\10 A+0 177.581 205.891 383.471 176.785 211.115 387.900 360.000 380.000 740.000

380.000

31 6\11 A+0 174.109 188.553 362.663 168.885 191.365 360.251 380.000 360.000 740.000

360.000

32 6\12 A+0 171.447 206.855 378.302 168.635 209.109 377.744 360.000 400.000 760.000

400.000

33 6\13 A+0 193.145 219.241 412.386 190.891 228.854 419.745 400.000 380.000 780.000

380.000

34 6\14 A+0 160.759 194.719 355.478 151.146 196.270 347.416 380.000 380.000 760.000

380.000

35 6\15 A+0 185.281 183.387 368.668 183.730 181.213 364.943 380.000 380.000 760.000

380.000 METAL ROAD,11 K.V,CANEL

36 6\16 A+0 448.812 165.856 614.668 613.483 167.781 781.264 380.000 320.000 700.000

320.000 METAL ROAD,

37 6\17 A+0 154.144 187.320 341.464 152.219 183.152 335.371 320.000 400.000 720.000

400.000 CANEL.

38 6\18 A+3 212.680 188.649 401.328 216.848 190.941 407.789 400.000 363.354 763.354

363.354

39 7\0 07D41'37" RT SPL+0 7163.354 174.705 842.255 667.550 172.413 1140.547 968.134 363.354 130.190 493.544

130.190

40 7\1 SPL+90 972.445 554.404 1526.849 1270.737 557.526 1828.263 130.190 1089.811 1220.001

1089.811 YAMUNA RIVER.

41 7\2 SPL+90 535.407 710.858 1246.265 532.285 911.849 1444.134 1089.811 198.955 1288.766

198.955

42 8\0 10D19'45" RT SPL+0 1418.956 511.903 181.421 330.482 712.894 178.601 534.293 198.955 380.000 578.955

380.000

43 8\1 A+0 198.579 193.229 391.807 201.399 194.290 395.689 380.000 380.000 760.000

380.000 KACHA ROAD.

44 8\2 A+0 186.771 176.248 363.019 185.710 175.014 360.724 380.000 360.000 740.000



Span (m)




360.000

45 8\3 A+0 183.752 173.218 356.970 184.986 170.988 355.974 360.000 360.000 720.000

360.000

46 8\4 A+0 186.782 148.513 335.295 189.012 141.449 330.460 360.000 340.000 700.000

340.000 BRICK ROAD.

47 8\5 A+0 186.782 165.001 351.783 189.012 162.502 351.513 340.000 345.210 685.210

354.521

48 9\0 18D59'06" LT C+0 2174.520 180.209 180.453 360.662 182.708 180.602 363.311 345.210 360.000 705.210

360.000 KACHA ROAD.

49 9\1 A+0 179.547 173.370 352.917 179.398 174.478 353.876 360.000 340.000 700.000

340.000 11 K.V,METAL ROAD

50 9\2 A+0 166.630 155.764 322.393 165.522 150.705 316.226 340.000 342.303 682.303

342.303 33 K.V LINE,11 K.V.

51 10\0 25D47'55" LT C+3 1042.303 186.539 201.089 387.628 191.598 201.447 393.045 342.303 400.000 742.303

400.000 METAL ROAD,(2 NO)

52 10\1 A+3 198.911 201.341 400.253 198.553 201.782 400.336 400.000 400.000 800.000

400.000 11 K.V.

53 10\2 A+3 198.659 207.398 406.057 198.218 209.830 408.048 400.000 400.000 800.000

400.000

54 10\3 A+0 192.602 204.877 397.479 190.170 206.480 396.650 400.000 400.000 800.000

400.000

55 10\4 A+0 195.123 189.717 384.840 193.520 186.336 379.856 400.000 400.000 800.000

400.000 METAL ROAD.

56 10\5 A+3 210.283 202.676 412.959 213.664 203.556 417.220 400.000 400.000 800.000

400.000 11 K.V.(2 NO),METAL ROAD.

57 10\6 A+3 197.324 200.044 397.368 196.444 200.058 396.502 400.000 400.000 800.000

400.000 11 kv METAL ROAD

58 10\7 A+3 199.956 213.363 413.319 199.942 217.962 417.904 400.000 398.744 798.744

398.744

59 11\0 01D52'18" RT B+0 3198.744 185.381 182.786 368.167 180.782 183.702 364.484 398.744 360.000 758.744

360.000

60 11\1 A+0 177.214 175.240 352.454 176.298 173.675 349.973 360.000 360.000 720.000

360.000

61 11\2 A+0 184.760 156.142 340.901 186.325 151.586 337.910 360.000 340.000 700.000

340.000 METAL ROAD.

62 11\3 A+3 183.858 183.145 367.003 188.414 187.466 375.880 340.000 340.000 680.000

340.000 11 K.V,(2 NO),CANEL,METAL ROAD.

63 11\4 A+0 156.855 172.006 328.862 152.534 172.666 325.200 340.000 340.000 680.000

340.000 METAL ROAD.

64 11\5 A+0 167.994 170.087 338.081 167.334 170.116 337.450 340.000 340.000 680.000

340.000

65 11\6 A+0 169.913 167.530 337.442 169.884 166.718 336.602 340.000 340.000 680.000

340.000

66 11\7 A+0 172.470 152.786 325.257 173.282 141.496 314.778 340.000 374.260 714.260



Span (m)




374.260

67 12\0 24D34'45" RT C+0 2794.260 221.474 176.178 397.651 232.764 178.209 410.973 374.260 340.000 714.260

340.000

68 12\1 A+0 163.822 178.450 342.272 161.791 181.228 343.019 340.000 340.000 680.000

340.000 BRICK ROAD,CANEL.

69 12\2 A+0 161.550 195.235 356.785 158.772 203.530 362.303 340.000 340.000 680.000

340.000 METAL ROAD,11 K.V.

70 12\3 A+0 144.765 151.324 296.089 136.470 145.184 281.654 340.000 340.000 680.000

340.000

71 12\4 A+0 188.676 156.657 345.333 194.816 152.271 347.086 340.000 340.000 680.000

340.000

72 12\5 A+0 183.343 174.290 357.633 187.729 175.701 363.430 340.000 340.000 680.000

340.000 METAL ROAD.POND .

73 12\6 A+0 165.710 141.717 307.426 164.299 137.783 302.082 340.000 307.364 647.364

307.364

74 13/0 39D32'42" RT D+0 2347.364 165.648 209.265 374.913 169.581 212.311 381.893 307.364 400.000 707.364

400.000

75 13/1 A+3 190.735 182.738 373.472 187.689 183.637 371.326 400.000 360.000 760.000

360.000 2 KHILNAI NADI,

76 13/2 A+0 177.262 196.138 373.400 176.363 198.155 374.518 360.000 380.000 740.000

380.000 KHILNAI NADI,

77 13/3 A+0 183.862 184.934 368.796 181.845 179.981 361.826 380.000 400.000 780.000

400.000

78 13/4 A+3 215.066 213.205 428.271 220.019 217.547 437.565 400.000 400.000 800.000

400.000 11.K.V, S.H, 2 KHILNAI NADI

79 13/5 A+0 186.795 175.681 362.475 182.453 168.960 351.413 400.000 392.248 792.248

392.248

80 14/0 43D18'25" LT D+0 2332.248 216.567 181.162 397.730 223.288 178.257 401.545 392.248 380.000 772.248

380.000

81 14/1 A+0 198.838 187.825 386.663 201.743 187.110 388.853 380.000 380.000 760.000

380.000 BRICK ROAD

82 14/2 A+0 192.175 189.188 381.362 192.890 188.920 381.810 380.000 380.000 760.000

380.000

83 14/3 A+0 190.812 189.471 380.284 191.080 189.298 380.377 380.000 380.000 760.000

380.000

84 14/4 A+0 190.529 197.316 387.844 190.702 199.721 390.423 380.000 380.000 760.000

380.000

85 14/5 A+0 182.684 192.123 374.808 180.279 189.534 369.813 380.000 400.000 780.000

400.000 NALA

86 14/6 A+0 207.877 195.340 403.216 210.466 194.517 404.984 400.000 395.681 795.681

395.681 METAL ROAD

87 15/0 41D57'50" RT D+0 2695.681 200.341 186.523 386.865 201.164 185.380 386.544 395.681 380.000 775.681

380.000

88 15/1 A+0 193.477 189.627 383.104 194.620 189.505 384.125 380.000 380.000 760.000



Span (m)




380.000 KATCHA ROAD,L.T (2)

89 15/2 A+0 190.373 189.943 380.316 190.495 189.925 380.420 380.000 380.000 760.000

380.000

90 15/3 A+0 190.057 165.797 355.854 190.075 164.415 354.491 380.000 340.000 720.000

340.000 CANEL,METAL ROAD

91 15/4 A+0 174.203 183.487 357.690 175.585 184.633 360.218 340.000 360.000 700.000

360.000

92 15/5 A+0 176.513 180.004 356.517 175.367 180.005 355.372 360.000 360.000 720.000

360.000

93 15/6 A+0 179.996 182.494 362.490 179.995 183.314 363.309 360.000 360.000 720.000

360.000

94 15/7 A+0 177.506 180.022 357.528 176.686 180.030 356.716 360.000 360.000 720.000

360.000 KHILNAI NADI

95 15/8 A+0 179.978 178.311 358.289 179.970 177.756 357.726 360.000 360.000 720.000

360.000

96 15/9 A+0 181.689 178.701 360.389 182.244 178.273 360.518 360.000 360.000 720.000

360.000

97 15/10 A+0 181.299 191.318 372.618 181.727 191.883 373.609 360.000 379.202 739.202

379.202 KATCHA ROAD,

98 16/0 35D11'59" LT D+0 4019.202 187.884 153.204 341.088 187.319 154.258 341.577 379.202 300.000 679.202

300.000

99 16/1 A+0 146.796 149.061 295.857 145.742 148.752 294.494 300.000 300.000 600.000

300.000 11 K.V, METAL ROAD.

100 16/2 A+0 150.939 150.058 300.998 151.248 150.078 301.326 300.000 300.000 600.000

300.000 METAL ROAD, 11 K.V.

101 16/3 A+0 149.942 146.720 296.661 149.922 145.300 295.222 300.000 302.080 602.080

302.080

102 17/0 14D02'56' LT B+0 1202.080 155.360 188.878 344.238 156.780 185.221 342.002 302.080 400.000 702.080

400.000 KATCHA ROAD.

103 17/1 A+3 211.122 210.118 421.240 214.779 213.444 428.223 400.000 400.000 800.000

400.000 11 K.V.

104 17/2 A+0 189.882 191.823 381.705 186.556 189.135 375.691 400.000 400.000 800.000

400.000 11.K.V.

105 17/3 A+3 208.177 207.789 415.966 210.865 210.350 421.214 400.000 400.000 800.000

400.000

106 17/4 A+0 192.211 196.694 388.905 189.650 195.607 385.257 400.000 400.000 800.000

400.000 METAL ROAD.

107 17/5 A+0 203.306 187.907 391.213 204.393 183.931 388.325 400.000 400.000 800.000

400.000

108 17/6 A+3 212.093 209.073 421.166 216.069 212.056 428.125 400.000 400.000 800.000

400.000 METAL ROAD.

109 17/7 A+0 190.927 191.767 382.694 187.944 192.348 380.292 400.000 380.000 780.000

380.000

110 17/8 A+0 188.233 202.194 390.427 187.652 202.915 390.568 380.000 400.000 780.000



Span (m)





111 17/9 A+0 197.806 191.568 389.374 197.085 189.154 386.239 400.000 397.824 797.824

397.824

112 18/0 55D16'16" RT D+0 3977.820 206.256 190.408 396.663 208.670 187.254 395.924 397.824 400.000 797.824

400.000 METAL ROAD.

113 18/1 A+3 209.592 208.099 417.691 212.746 210.762 423.507 400.000 400.000 800.000

400.000

114 18/2 A+0 191.901 201.314 393.215 189.238 201.747 390.985 400.000 400.000 800.000

400.000 11 K.V. (2) METAL ROAD.

115 18/3 A+0 198.686 187.321 386.007 198.253 186.441 384.694 400.000 380.000 780.000

380.000

116 18/4 A+0 192.679 200.195 392.874 193.559 200.260 393.819 380.000 400.000 780.000

400.000

117 18/5 A+0 199.805 201.331 401.136 199.740 201.769 401.509 400.000 400.000 800.000

400.000 METAL ROAD.

118 18/6 A+0 198.669 201.405 400.074 198.231 201.868 400.099 400.000 400.000 800.000

400.000

119 18/7 A+0 198.595 189.845 388.439 198.132 186.506 384.639 400.000 400.000 800.000

400.000

120 18/8 A+3 210.155 206.272 416.427 213.494 208.334 421.828 400.000 400.000 800.000


121 18/9 A+0 193.728 165.189 358.917 191.666 157.397 349.063 400.000 377.784 777.784

377.784

122 19/0 21D55'18" LT C+0 3957.784 212.595 182.273 394.868 220.387 183.020 403.408 377.784 360.000 737.784

360.000 METAL ROAD.

123 19/1 A+0 177.727 179.884 357.611 176.980 179.846 356.825 360.000 360.000 720.000

360.000

124 19/2 A+0 180.116 182.183 362.299 180.154 182.901 363.055 360.000 360.000 720.000

360.000

125 19/3 A+0 177.817 181.416 359.232 177.099 181.881 358.980 360.000 360.000 720.000

360.000

126 19/4 A+0 178.584 176.914 355.499 178.119 175.900 354.019 360.000 360.000 720.000

360.000

127 19/5 A+0 183.086 180.974 364.059 184.100 181.294 365.394 360.000 360.000 720.000


128 19/6 A+0 179.026 180.060 359.086 178.706 180.080 358.786 360.000 360.000 720.000

360.000

129 19/7 A+0 179.940 181.247 361.187 179.920 181.657 361.577 360.000 360.000 720.000

360.000

130 19/8 A+0 178.753 188.982 367.735 178.343 185.360 363.703 360.000 400.000 760.000

400.000 METAL ROAD.

131 19/9 A+3 211.018 170.715 381.733 214.640 171.331 385.971 400.000 337.686 737.686

337.686 33 K.V. 11 K.V. KATCHA ROAD.

132 20/0 22D24'39" RT C+3 3617.686 166.971 81.357 248.327 166.355 70.010 236.365 337.686 231.744 569.430



Span (m)




231.744 132 K.V. 11 K.V.

133 21/0 36D00'08" LT D+9 231.744 150.387 222.523 372.910 161.734 233.215 394.949 231.744 380.000 611.744

380.000

134 21/1 A+0 157.477 191.029 348.506 146.785 191.367 338.152 380.000 380.000 760.000

380.000

135 21/2 A+0 188.971 189.592 378.563 188.633 189.458 378.091 380.000 380.000 760.000

380.000

136 21/3 A+0 190.408 191.483 381.891 190.542 191.971 382.513 380.000 380.000 760.000

380.000

137 21/4 A+0 188.517 190.940 379.457 188.029 191.249 379.279 380.000 380.000 760.000

380.000

138 21/5 A+0 189.060 178.745 367.805 188.751 178.333 367.084 380.000 360.000 740.000

360.000 11 K.V.

139 21/6 A+0 181.255 199.181 380.436 181.667 198.912 380.579 360.000 400.000 760.000

400.000 METAL ROAD.

140 21/7 A+0 200.819 190.766 391.585 201.088 191.018 392.107 400.000 380.000 780.000

380.000

141 21/8 A+0 189.234 200.711 389.945 188.982 200.945 389.927 380.000 400.000 780.000

400.000

142 21/9 A+0 199.289 192.076 391.365 199.055 192.013 391.068 400.000 384.530 784.530

384.530

143 22/0 18D32'35" LT C+0 3824.530 192.454 188.571 381.025 192.517 184.814 377.330 384.530 400.000 784.530

400.000

144 22/1 A+3 211.429 211.025 422.454 215.186 214.649 429.835 400.000 400.000 800.000

400.000

145 22/2 A+0 188.975 190.192 379.167 185.351 186.968 372.319 400.000 400.000 800.000

400.000

146 22/3 A+3 209.808 209.609 419.417 213.032 212.768 425.800 400.000 400.000 800.000

400.000 11 K.V.

147 22/4 A+0 190.391 189.771 380.162 187.232 186.408 373.640 400.000 400.000 800.000

400.000

148 22/5 A+3 210.229 209.414 419.643 213.592 212.508 426.100 400.000 400.000 800.000

400.000 11 K.V.

149 22/6 A+0 190.586 189.511 380.098 187.492 186.063 373.555 400.000 400.000 800.000

400.000

150 22/7 A+3 210.489 211.173 421.662 213.937 214.846 428.783 400.000 400.000 800.000

400.000

151 22/8 A+0 188.827 192.664 381.491 185.154 192.898 378.051 400.000 383.910 783.910

383.910 METAL ROAD.

152 23/0 20D23'00" RT C+0 3583.910 191.246 180.633 371.879 191.012 180.841 371.853 383.910 360.000 743.910

360.000

153 23/1 A+0 179.367 177.989 357.356 179.159 177.328 356.487 360.000 360.000 720.000

360.000

154 23/2 A+0 182.011 179.139 361.150 182.672 178.856 361.528 360.000 360.000 720.000



Span (m)




360.000

155 23/3 A+0 180.861 179.131 359.993 181.144 178.846 359.990 360.000 360.000 720.000

360.000

156 23/4 A+0 180.869 178.839 359.708 181.154 178.457 359.612 360.000 360.000 720.000

360.000

157 23/5 A+0 181.161 177.671 358.832 181.543 176.905 358.447 360.000 360.000 720.000

360.000 METAL ROAD.

158 23/6 A+0 182.329 184.179 366.509 183.095 184.150 367.245 360.000 368.534 728.534

368.534

159 24/0 6D32'55" RT B+0 2528.534 184.355 105.626 289.981 184.384 106.115 290.499 368.534 208.274 576.808

208.274 132 KV.

160 25/0 27D41'05" RT C+0 208.274 102.648 181.865 284.513 102.159 182.478 284.637 208.274 360.000 568.274

360.000 METAL ROAD.

161 25/1 A+0 178.135 177.746 355.881 177.522 177.004 354.526 360.000 360.000 720.000

360.000

162 25/2 A+0 182.254 193.874 376.129 182.996 195.148 378.143 360.000 380.000 740.000

380.000 33 K.V. METAL ROAD.

163 25/3 A+0 186.126 173.094 359.220 184.852 173.853 358.705 380.000 341.570 721.570

341.570

164 26/0 40D28'52" LT D+0 1441.570 168.476 193.401 361.877 167.717 191.231 358.948 341.570 400.000 741.570

400.000

165 26/1 A+3 206.599 200.725 407.324 208.769 200.963 409.732 400.000 400.000 800.000

400.000

166 26/2 A+3 199.275 211.753 411.028 199.037 215.616 414.653 400.000 400.000 800.000

400.000

167 26/3 A+0 188.247 190.725 378.972 184.384 187.675 372.059 400.000 400.000 800.000

400.000

168 26/4 A+3 209.275 210.765 420.041 212.325 214.304 426.629 400.000 400.000 800.000

400.000

169 26/5 A+0 189.235 192.288 381.523 185.696 189.753 375.449 400.000 400.000 800.000

400.000

170 26/6 A+3 207.712 207.937 415.649 210.247 210.547 420.793 400.000 400.000 800.000

400.000

171 26/7 A+0 192.063 190.984 383.047 189.453 188.020 377.473 400.000 400.000 800.000


172 26/8 A+3 209.016 210.428 419.444 211.980 213.856 425.836 400.000 400.000 800.000

400.000

173 26/9 A+0 189.572 193.906 383.478 186.144 194.210 380.354 400.000 385.960 785.960

385.960

174 27/0 6D19'50" RT B+0 3985.960 192.054 181.356 373.410 191.750 181.801 373.551 385.960 360.000 745.960

360.000

175 27/1 A+0 178.644 181.951 360.595 178.199 182.593 360.791 360.000 360.000 720.000

360.000

176 27/2 A+0 178.049 177.457 355.506 177.407 176.621 354.029 360.000 360.000 720.000



Span (m)




360.000 METAL ROAD.

177 27/3 A+0 182.543 180.322 362.865 183.379 180.428 363.807 360.000 360.000 720.000

360.000

178 27/4 A+0 179.678 182.386 362.063 179.572 183.170 362.742 360.000 360.000 720.000

360.000 11 K.V.

179 27/5 A+0 177.614 191.240 368.855 176.830 188.361 365.191 360.000 400.000 760.000

400.000

180 27/6 A+3 208.760 198.135 406.895 211.639 200.810 412.449 400.000 380.000 780.000

380.000

181 27/7 A+0 181.865 198.409 380.274 179.190 198.219 377.409 380.000 397.977 777.977

397.977 METAL ROAD

182 28/0 14D55'51" LT B+0 2977.977 199.568 186.951 386.518 199.758 183.139 382.897 397.977 397.090 795.067

397.090

183 29/0 26D29'45" RT C+3 397.090 210.139 209.811 419.951 213.951 213.037 426.988 397.090 400.000 797.090

400.000

184 29/1 A+0 190.189 169.718 359.907 186.963 169.626 356.589 400.000 340.000 740.000

340.000 LOWER GANGA CANEL, METAL ROAD

185 29/2 A+0 170.282 193.121 363.402 170.374 190.859 361.234 340.000 400.000 740.000


186 29/3 A+3 206.879 207.895 414.774 209.141 211.713 420.854 400.000 392.560 792.560

392.560

187 30/0 26D5'45" LT C+0 1532.560 184.665 193.674 378.339 180.847 191.594 372.441 392.560 400.000 792.560

400.000

188 30/1 A+3 206.326 210.553 416.879 208.406 214.022 422.428 400.000 400.000 800.000

400.000

189 30/2 A+0 189.447 190.640 380.088 185.978 187.563 373.541 400.000 400.000 800.000

400.000

190 30/3 A+3 209.360 210.462 419.821 212.437 213.901 426.338 400.000 400.000 800.000

400.000

191 30/4 A+0 189.538 189.400 378.938 186.099 185.915 372.014 400.000 400.000 800.000 METAL ROAD.

400.000 METAL ROAD.

192 30/5 A+3 210.600 211.163 421.763 214.085 214.833 428.917 400.000 400.000 800.000

400.000

193 30/6 A+0 188.837 190.559 379.396 185.167 190.743 375.910 400.000 380.000 780.000

380.000

194 30/7 A+0 189.441 190.530 379.971 189.257 187.417 376.674 380.000 400.000 780.000

400.000

195 30/8 A+3 209.470 200.344 409.813 212.583 200.457 413.039 400.000 400.000 800.000


196 30/9 A+3 199.656 210.511 410.167 199.543 213.844 413.387 400.000 400.742 800.742

400.742 METAL ROAD.

197 31/0 7D37'58" RT B+0 3980.742 190.231 190.674 380.905 186.898 187.608 374.506 400.742 400.000 800.742

400.000

198 31/1 A+3 209.326 210.624 419.950 212.392 214.116 426.508 400.000 400.000 800.000



Span (m)




400.000 11 K.V.

199 31/2 A+0 189.376 190.839 380.216 185.884 187.828 373.711 400.000 400.000 800.000

400.000 11 K.V.

200 31/3 A+3 209.161 211.079 420.239 212.172 214.721 426.893 400.000 400.000 800.000

400.000

201 31/4 A+0 188.921 187.924 376.845 185.279 183.954 369.233 400.000 400.000 800.000

400.000

202 31/5 A+3 212.076 212.730 424.806 216.046 216.915 432.961 400.000 400.000 800.000

400.000 METAL ROAD.

203 31/6 A+0 187.270 191.355 378.625 183.085 188.513 371.598 400.000 400.000 800.000

400.000

204 31/7 A+3 208.645 211.143 419.788 211.487 214.806 426.293 400.000 400.000 800.000

400.000 POND.

205 31/8 A+0 188.857 189.515 378.372 185.194 186.068 371.262 400.000 400.000 800.000

400.000

206 31/9 A+3 210.485 195.282 405.767 213.932 195.237 409.169 400.000 390.840 790.840

390.840

207 32/0 1D51'09" LT B+3 3990.840 195.558 185.690 381.248 195.603 190.849 386.452 390.840 340.000 730.840

340.000 METAL ROAD (2)

208 32/1 A+0 154.310 173.220 327.529 149.151 174.278 323.430 340.000 340.000 680.000

340.000 NALA

209 32/2 A+0 166.780 173.240 340.021 165.722 171.018 336.740 340.000 360.000 700.000

360.000 POND.

210 32/3 A+0 186.760 178.158 364.917 188.982 177.552 366.534 360.000 360.000 720.000

360.000

211 32/4 A+0 181.842 180.270 362.112 182.448 180.358 362.806 360.000 360.000 720.000

360.000

212 32/5 A+0 179.730 175.083 354.813 179.642 173.466 353.108 360.000 360.000 720.000

360.000

213 32/6 A+0 184.917 178.686 363.603 186.534 178.253 364.787 360.000 360.000 720.000

360.000

214 32/7 A+0 181.314 179.697 361.011 181.747 179.597 361.344 360.000 360.000 720.000

360.000

215 32/8 A+0 180.303 181.535 361.839 180.403 182.040 362.443 360.000 360.000 720.000

360.000 METAL ROAD,11 K.V.

216 32/9 A+0 178.465 176.465 354.929 177.960 175.303 353.262 360.000 360.000 720.000

360.000

217 32/10 A+0 183.535 183.440 366.975 184.697 182.817 367.514 360.000 370.670 730.670

370.670

218 33/0 8D23'33" LT B+0 3930.670 187.230 188.762 375.992 187.853 188.355 376.208 370.670 380.000 750.670

380.000 33 K.V. 11 K.V. METAL ROAD.

219 33/1 A+0 191.238 187.428 378.666 191.645 186.582 378.227 380.000 380.000 760.000

380.000 CANEL, KATCHA ROAD,

220 33/2 A+0 192.572 188.538 381.110 193.418 188.058 381.476 380.000 380.000 760.000



Span (m)




380.000 METAL ROAD.

221 33/3 A+0 191.462 189.046 380.507 191.942 188.732 380.674 380.000 380.000 760.000

380.000 METAL ROAD.

222 33/4 A+0 190.954 192.668 383.622 191.268 193.545 384.813 380.000 380.000 760.000

380.000

223 33/5 A+0 187.332 189.106 376.438 186.455 188.812 375.267 380.000 380.000 760.000

380.000

224 33/6 A+0 190.894 191.380 382.274 191.188 191.834 383.022 380.000 380.000 760.000

380.000

225 33/7 A+0 188.620 184.551 373.170 188.166 182.759 370.925 380.000 380.000 760.000

380.000

226 33/8 A+0 195.449 187.054 382.504 197.241 188.829 386.070 380.000 363.310 743.310


227 34/0 3D30'12" LT B+0 3403.310 176.256 189.581 365.837 174.481 189.444 363.925 363.310 380.000 743.310

380.000

228 34/1 A+0 190.419 187.949 378.368 190.556 187.275 377.831 380.000 380.000 760.000

380.000

229 34/2 A+0 192.051 189.070 381.121 192.725 188.765 381.490 380.000 380.000 760.000

380.000

230 34/3 A+0 190.930 190.660 381.589 191.235 190.877 382.112 380.000 380.000 760.000

380.000 33 K.V. LOWER GANGA CANEL, ROAD

231 34/4 A+0 189.340 187.921 377.261 189.123 187.238 376.361 380.000 380.000 760.000

380.000

232 34/5 A+0 192.079 187.453 379.532 192.762 186.615 379.378 380.000 380.000 760.000

380.000

233 34/6 A+0 192.079 199.441 391.520 192.762 199.257 392.019 380.000 400.000 780.000

400.000

234 34/7 A+0 200.559 189.097 389.656 200.743 185.512 386.256 400.000 400.000 800.000

400.000 METAL ROAD, LT LINE.

235 34/8 A+3 210.903 218.908 429.811 214.488 225.124 439.612 400.000 400.000 800.000

400.000

236 34/9 A+0 181.092 190.371 371.463 174.876 189.641 364.517 400.000 385.180 785.180

385.180

237 35/0 6D10'56" RT B+0 3865.180 194.809 201.924 396.733 195.539 205.844 401.383 385.180 380.000 765.180

380.000

238 35/1 A+0 178.076 198.007 376.083 174.156 200.640 374.796 380.000 380.000 760.000

380.000

239 35/2 A+0 181.993 192.884 374.877 179.360 193.833 373.193 380.000 380.000 760.000

380.000

240 35/3 A+0 187.116 193.867 380.983 186.167 195.138 381.306 380.000 380.000 760.000

380.000

241 35/4 A+0 186.133 191.515 377.648 184.862 192.013 376.875 380.000 380.000 760.000

380.000

242 35/5 A+0 188.485 188.790 377.275 187.987 188.392 376.380 380.000 380.000 760.000



Span (m)




380.000 METAL ROAD.

243 35/6 A+0 191.210 190.227 381.437 191.608 190.302 381.909 380.000 380.000 760.000

380.000

244 35/7 A+0 189.773 179.613 369.386 189.698 181.526 371.224 380.000 347.590 727.590

347.590

245 36/0 5D52'54" RT B+0 3007.590 167.977 182.015 349.992 166.064 182.677 348.742 347.590 360.000 707.590

360.000

246 36/1 A+0 177.985 179.442 357.427 177.323 179.259 356.581 360.000 360.000 720.000

360.000

247 36/2 A+0 180.558 173.240 353.798 180.741 171.018 351.760 360.000 360.000 720.000

360.000

248 36/3 A+0 186.760 166.095 352.855 188.982 168.580 357.562 360.000 317.070 677.070

317.070 METAL ROAD.

249 37/0 5D36'22" LT B+0 1397.070 150.975 153.926 304.901 148.490 154.735 303.225 317.070 302.930 620.000

302.930

250 37/1 A+0 149.004 172.443 321.446 148.195 173.246 321.440 302.930 340.000 642.930

340.000 POND, ROAD , CANEL.

251 37/2 A+0 167.557 149.717 317.274 166.754 149.624 316.378 340.000 300.000 640.000

300.000

252 37/3 A+0 150.283 134.159 284.442 150.376 132.934 283.310 300.000 275.768 575.768

275.768

253 38/0 5D45'44" LT B+0 1218.700 141.609 188.463 330.072 142.834 184.670 327.504 275.768 400.000 675.768

400.000

254 38/1 A+3 211.537 200.019 411.556 215.330 203.313 418.643 400.000 380.000 780.000

380.000 CANEL.

255 38/2 A+0 179.981 190.160 370.141 176.687 190.212 366.899 380.000 380.000 760.000

380.000

256 38/3 A+0 189.840 188.943 378.783 189.788 188.595 378.383 380.000 380.000 760.000

380.000

257 38/4 A+0 191.057 189.482 380.539 191.405 189.312 380.717 380.000 380.000 760.000

380.000 METAL ROAD.

258 38/5 A+0 190.518 170.075 360.593 190.688 170.100 360.788 380.000 340.000 720.000

340.000

259 38/6 A+0 169.925 185.345 355.270 169.900 183.815 353.715 340.000 380.000 720.000

380.000 METAL ROAD, 11 K.V.

260 38/7 A+0 194.655 176.962 371.617 196.185 177.272 373.457 380.000 352.040 732.040

352.040

261 39/0 0D48'30" RT B+0 2992.040 175.078 188.200 363.278 174.768 184.321 359.089 352.040 400.000 752.040

400.000

262 39/1 A+3 211.800 213.502 425.302 215.679 217.941 433.620 400.000 400.000 800.000

400.000 METAL ROAD,

263 39/2 A+3 186.498 203.933 390.431 182.059 205.226 387.286 400.000 400.000 800.000

400.000 CANEL.

264 39/3 A+0 196.067 205.531 401.598 194.774 207.349 402.123 400.000 400.000 800.000



Span (m)




400.000 CANEL.

265 39/4 A+0 194.469 159.714 354.183 192.651 156.333 348.984 400.000 340.000 740.000

340.000

266 39/5 A+0 180.286 176.961 357.246 183.667 174.537 358.204 340.000 368.666 708.666

368.666

267 40/0 1D22'57" RT B+0 2308.666 191.705 184.125 375.831 194.129 178.907 373.035 368.666 400.000 768.666

400.000 METAL ROAD.

268 40/1 A+0 215.875 176.869 392.743 221.093 169.264 390.358 400.000 400.000 800.000

400.000

269 40/2 A+3 223.131 200.158 423.290 230.736 200.210 430.946 400.000 400.000 800.000

400.000

270 40/3 A+0 199.842 188.841 388.682 199.790 185.172 384.961 400.000 400.000 800.000

400.000

271 40/4 A+3 211.159 203.013 414.173 214.828 204.004 418.832 400.000 400.000 800.000

400.000

272 40/5 A+0 196.987 193.070 390.057 195.996 190.792 386.789 400.000 400.000 800.000

400.000 METAL ROAD (2), CANEL,

273 40/6 A+3 206.930 209.970 416.899 209.208 213.247 422.455 400.000 400.000 800.000

400.000 CANEL.

274 40/7 A+0 190.030 193.642 383.672 186.753 193.781 380.534 400.000 386.440 786.440

386.440

275 41/0 12D18'17" LT B+0 3186.440 192.798 168.791 361.588 192.659 168.393 361.052 386.440 340 726.440

340 ROAD

276 41/1 A+0 171.209 183.516 354.7259 171.607 184.6725 356.27949 340 360 700

360 ROAD

277 41/2 A+0 176.484 162.532 339.0156 175.3275 163.3644 338.69192 360 320 680

320

278 41/3 A+0 157.468 195.872 353.3396 156.6356 197.8019 354.4375 320 380 700

380

279 41/4 A+0 184.128 156.860 340.9881 182.1981 151.1246 333.32268 380 348.61 728.61

348.61

280 42/0 26D00'13" LT C+6 1748.61 191.75 34.626 226.3763 197.4854 9.392245 206.87763 348.61 222.766 571.376

222.766 . ROAD, 400KV S/C T.L

281 43/0 19D10'40" RT C+18 222.766 188.14 246.925 435.0646 213.3738 265.6387 479.01242 222.766 380 602.766

380

282 43/1 A+0 133.075 184.735 317.8104 114.3613 183.0042 297.36553 380 380 760

380

283 43/2 A+0 195.265 189.099 384.3638 196.9958 188.8026 385.79841 380 380 760

380 NALA

284 43/3 A+0 190.901 181.344 372.2455 191.1974 181.2541 372.45145 380 363.238 743.238

363.238 11 KV LINE,POND

285 44/0 24D46'44" RT C+0 1503.238 181.894 201.163 383.056 181.9839 201.545 383.529 363.238 400 763.238

400

286 44/1 A+0 198.837 188.827 387.664 198.455 185.154 383.609 400 400 800.000



Span (m)




400 ROAD

287 44/2 A+3 211.173 210.624 421.797 214.846 214.116 428.962 400 400 800.000

400

288 44/3 A+0 189.376 188.642 378.018 185.884 184.908 370.792 400 400 800.000

400

289 44/4 A+0 211.358 207.000 418.359 215.092 209.302 424.394 400 400 800.000

400

290 44/5 A+0 193.000 189.130 382.130 190.698 185.557 376.255 400 400 800.000

400

291 44/6 A+3 210.870 210.334 421.203 214.443 213.731 428.174 400 400 800.000

400

292 44/7 A+0 189.666 194.425 384.091 186.269 193.414 379.683 400 395 795.000

395

293 44/8 A+0 200.575 194.323 394.898 201.586 193.939 395.525 395 390.984 785.984

390.984

294 45/0 11d55'20" LT B+0 3585.984 196.661 196.322 392.983 197.045 196.100 393.145 390.984 394 784.984

394

295 45/1 A+0 197.678 181.144 378.821 197.900 180.533 378.433 394 366 760.000

366

296 45/2 A+0 184.856 179.944 364.800 185.467 179.925 365.392 366 360 726.000

360

297 45/3 A+0 180.056 188.560 368.616 180.075 188.086 368.161 360 380 740.000

380

298 45/4 A+0 191.440 183.900 375.341 191.914 184.032 375.946 380 367 747.000

367

299 45/5 A+0 183.100 184.149 367.249 182.968 184.155 367.123 367 368.2618 735.262

368.2618

300 45/6 A+0 184.113 178.195 362.308 184.107 177.602 361.708 368.2618 360 728.262

360 ROAD

301 45/7 A+0 181.805 189.326 371.131 182.398 189.104 371.503 360 380 740.000

380

302 45/8 B+0 190.674 178.899 369.573 190.896 178.537 369.433 380 360 740.000

360

303 45/9 A+0 181.101 178.143 359.244 181.463 177.532 358.995 360 360 720.000

360

304 45/10 A+0 181.857 190.121 371.978 182.468 190.160 372.628 360 380 740.000

380

305 45/11 A+0 189.879 181.872 371.752 260.452 182.488 442.940 380 360 740.000

360 ROAD

306 45/12 A+0 178.128 188.045 366.173 177.512 187.402 364.914 360 380 740.000

380

307 45/13 A+0 191.955 181.108 373.063 192.598 181.473 374.070 380 360 740.000

360 ROAD

308 45/14 A+0 178.892 184.010 362.901 178.527 183.803 362.330 360 369.275 729.275




Span (m)



369.275

309 46/0 25d20'56" RT C+0 5549.274 185.265 199.211 384.477 185.472 198.952 384.424 369.275 400 769.275

400

310 46/1 A+0 200.789 190.108 390.896 201.048 186.856 387.904 400 400 800.000

400

311 46/2 A+3 209.892 210.543 420.435 213.144 214.009 427.153 400 400 800.000

400

312 46/3 A+0 189.457 189.617 379.074 185.991 189.491 375.482 400 380 780.000

380

313 46/4 A+0 190.383 187.017 377.400 190.509 182.749 373.258 380 400 780.000

400

314 46/5 A+0 212.983 208.814 421.797 217.251 211.711 428.962 400 400 800.000

400

315 46/6 A+0 191.186 190.361 381.547 188.289 187.192 375.480 400 400 800.000

400 11 KV

316 46/7 A+3 209.639 203.262 412.901 212.808 205.978 418.786 400 390 790.000

390 ROAD

317 46/8 A+0 186.738 193.507 380.245 184.022 193.016 377.038 390 390 780.000

390 ROAD,11 KV

318 46/9 A+0 196.493 197.483 393.976 196.984 197.795 394.780 390 393.066 783.066

393.066 ROAD

319 47/0 09d28'37" LT B+0 3953.066 195.583 177.173 372.756 195.271 176.243 371.514 393.066 360 753.066

360

320 47/1 A+0 182.827 168.228 351.055 183.757 167.645 351.402 360 340 700.000

340 33 KV

321 47/2 A+0 171.772 183.037 354.810 172.355 184.036 356.391 340 360 700.000

360 ROAD

322 47/3 A+0 176.963 171.332 348.295 175.964 171.770 347.735 360 340 700.000

340

323 47/4 A+0 168.668 180.004 348.671 168.230 180.005 348.235 340 360 700.000

360

324 47/5 A+0 179.996 169.294 349.290 179.995 169.062 349.057 360 340 700.000

340

325 47/6 A+0 170.706 184.807 355.512 170.938 185.076 356.014 340 367.972 707.972

367.972

326 48/0 07d45'37" RT B+0 2467.972 183.165 87.984 271.149 182.896 82.338 265.234 367.972 210.314 578.286

210.314 15761.873 132 KV

327 49/0 04d22'24" LT B+3 210.314 122.330 210.525 332.855 127.976 215.628 343.604 210.314 390 600.314

390 15761.873

328 49/1 A+0 179.475 192.457 371.933 174.372 192.363 366.735 390 385.488 775.488

385.488

329 49/2 A+0 193.031 193.122 386.152 193.125 193.406 386.531 385.488 384.511 769.999

384.511

330 49/3 A+0 191.389 186.676 378.065 191.105 185.583 376.688 384.511 380 764.511


Span (m)





380

331 49/4 A+0 193.324 193.030 386.354 194.417 192.382 386.799 380 390 770.000

390

332 49/5 A+0 196.970 194.195 391.165 197.618 193.930 391.548 390 390 780.000

390

333 49/6 A+0 94.446 188.038 282.484 196.070 187.393 383.463 390 380 770.000

380 ROAD

334 49/7 A+0 205.804 195.061 392.571 172.446 194.988 367.434 380 390.563 770.563

390.563

335 49/8 A+0 203.207 183.585 450.827 97.814 179.936 277.750 390.563 389.372 779.935

389.372 ROAD

336 49/9 A+0 230.171 198.483 406.614 83.773 201.272 285.045 389.372 380 769.372

380 11 KV

337 49/10 A+0 168.302 191.287 329.259 76.270 189.589 265.859 380 392.902 772.902

392.902 ROAD,11 KV,LT LINE

338 50/0 17d42'22" LT C+0 4252.902 168.103 184.970 326.344 89.170 186.603 275.774 392.902 360 752.902

360 LT LINE,11 KV

339 50/1 A+0 175.030 165.801 340.831 173.397 164.420 337.817 360 340 700.000

340 ROAD ( 2 )

340 50/2 A+0 174.199 163.809 338.008 175.580 164.026 339.606 340 326.296 666.296

326.296

341 51/0 07d45'08' LT B+0 1026.296 162.487 186.232 348.719 162.270 181.706 343.975 326.296 400 726.296

400 11 KV, POND

342 51/1 A+0 213.768 210.007 423.775 218.294 213.297 431.591 400 400 800.000

400 ROAD

343 51/2 A+0 189.993 190.543 380.536 186.703 187.433 374.137 400 400 800.000

400

344 51/3 A+0 209.457 213.796 423.253 212.567 217.564 430.130 400 404.671 804.671

404.671

345 52/0 20d03'42" RT C+0 1604.671 190.875 190.014 380.889 187.107 190.019 377.126 404.671 380 784.671

380

346 52/1 A+0 189.986 188.826 378.811 189.981 188.440 378.421 380 380 760.000

380

347 52/2 A+0 191.174 181.940 373.114 191.560 182.578 374.138 380 360 740.000

360 ROAD

348 52/3 A+0 178.060 193.253 371.313 177.422 194.323 371.745 360 380 740.000

380

349 52/4 A+0 186.747 189.312 376.058 185.677 189.085 374.763 380 380 760.000

380 ROAD

350 52/5 A+0 190.688 179.648 370.336 190.915 179.532 370.447 380 360 740.000

360

351 52/6 B+0 180.352 189.259 369.611 180.468 189.015 369.482 360 380 740.000

380

352 52/7 A+0 190.741 187.673 378.414 190.985 186.908 377.893 380 380 760.000



Span (m)




380

353 52/8 A+0 192.327 178.289 370.616 193.092 177.726 370.818 380 360 740.000

360 11 KV

354 52/9 A+0 181.711 188.623 370.335 182.274 188.171 370.445 360 380 740.000

380 11 KV,ROAD

355 52/10 A+0 191.377 178.217 369.594 191.829 177.631 369.460 380 360 740.000

360 ROAD,LT LINE

356 52/11 A+0 181.783 190.600 372.382 182.369 190.797 373.165 360 380 740.000

380 ROAD, 11KV

357 52/12 A+0 189.400 191.347 380.747 189.203 191.521 380.724 380 381.634 761.634

381.634

358 53/0 09d50'11' RT B+0 4861.634 190.287 195.747 386.034 190.113 195.992 386.105 381.634 390 771.634

390

359 53/1 A+0 194.253 194.758 389.011 194.008 194.678 388.686 390 390 780.000

390 11 KV, CANEL

360 53/2 A+0 195.242 193.572 388.814 195.322 193.103 388.425 390 390 780.000

390

361 53/3 A+0 196.428 193.261 389.689 196.897 192.690 389.587 390 390 780.000

390

362 53/4 A+0 196.739 193.735 390.474 197.310 193.319 390.629 390 390 780.000

390

363 53/5 A+0 196.265 195.446 391.711 196.681 195.593 392.274 390 390 780.000

390

364 53/6 A+0 194.554 173.868 368.422 194.407 166.921 361.329 390 390 780.000

390 ROAD, 11KV

365 53/7 A+6 216.132 213.771 429.902 223.079 219.942 443.020 390 390 780.000

390

366 53/8 A+0 176.229 186.637 362.866 170.058 185.531 355.589 390 380 770.000

380 11 KV

367 53/9 A+0 193.363 182.173 375.536 194.469 181.250 375.719 380 369.957 749.957

369.957

368 54/0 15d04'22" RT C+0 3869.957 187.784 182.753 370.537 188.707 183.657 372.364 369.957 360 729.957

360 ROAD, LT LINE (2)

369 54/1 A+0 177.247 170.591 347.838 176.343 170.785 347.128 360 340 700.000

340

370 54/2 A+0 169.409 179.277 348.686 169.215 179.040 348.255 340 360 700.000

360

371 54/3 A+0 180.723 165.595 346.317 180.960 164.146 345.107 360 340 700.000

340 ROAD

372 54/4 A+0 174.405 177.839 352.245 175.854 177.129 352.982 340 360 700.000

360 ROAD

373 54/5 A+0 182.161 175.757 357.918 182.871 177.650 360.521 360 340 700.000

340

374 54/6 A+0 164.243 181.116 345.359 162.350 181.483 343.833 340 360 700.000


Weight Span Cold Sum of adjustment of span


Span (m)

Weight Span Hot



360

375 54/7 A+0 178.884 175.587 354.471 178.517 174.167 352.684 360 359.814 719.814

359.814

376 55/0 16d08'46' LT C+0 2819.814 184.227 188.886 373.113 185.647 188.520 374.167 359.814 380 739.814

380 ROAD

377 55/1 A+0 191.114 194.864 385.978 191.480 196.463 387.943 380 380 760.000

380

378 55/2 A+0 185.136 188.361 373.497 183.537 187.822 371.359 380 380 760.000

380

379 55/3 A+0 191.639 188.932 380.571 192.178 188.581 380.759 380 380 760.000

380

380 55/4 A+0 191.068 190.373 381.440 191.419 190.495 381.914 380 380 760.000

380

381 55/5 A+0 189.627 187.839 377.467 189.505 187.129 376.634 380 380 760.000

380

382 55/6 B+0 192.161 139.427 331.588 192.871 139.239 332.110 380 280 660.000

280 ROAD

383 55/7 A+3 140.573 189.468 330.041 140.761 189.293 330.054 280 380 660.000

380 11 KV

384 55/8 A+0 190.532 177.948 368.480 190.707 177.273 367.980 380 360 740.000

360 11 KV, ROAD

385 55/9 A+0 182.052 190.500 372.552 182.727 190.665 373.392 360 380 740.000

380

386 55/10 A+0 189.500 186.420 375.920 189.335 185.243 374.579 380 380 760.000

380 ROAD

387 55/11 A+0 193.580 192.647 386.227 194.757 191.877 386.633 380 389.982 769.982

389.982

388 55/12 A+0 197.335 190.166 387.501 198.105 190.469 388.574 389.982 378.495 768.477

378.495

389 56/0 04d52'51" LT B+0 4828.477 188.329 189.564 377.892 188.026 189.420 377.447 378.495 380 758.495

380 ROAD

390 56/1 A+0 190.436 190.078 380.514 190.580 190.104 380.684 380 380 760.000

380

391 56/2 A+0 189.922 178.465 368.387 189.896 177.960 367.856 380 360 740.000

360

392 56/3 A+0 181.535 185.707 367.243 182.040 184.296 366.336 360 380 740.000

380

393 56/4 A+0 194.293 188.485 382.778 195.704 187.987 383.691 380 380 760.000

380

394 56/5 A+0 191.515 180.625 372.140 192.013 180.831 372.844 380 360 740.000

360

395 56/6 A+0 179.375 169.091 348.466 179.169 165.505 344.674 360 360 720.000

360 ROAD

396 56/7 B+0 190.909 202.360 393.269 194.495 204.779 399.274 360 390 750.000



Span (m)




390

397 56/8 A+0 187.640 184.858 372.498 185.221 184.811 370.032 390 370 760.000

370

398 56/9 A+0 185.142 182.101 367.243 185.189 182.792 367.980 370 360 730.000

360

399 56/10 A+0 177.899 190.227 368.126 177.208 190.302 367.510 360 380 740.000

380 11 KV, ROAD

400 56/11 A+0 189.773 176.570 366.343 189.698 175.442 365.140 380 360 740.000

360

401 56/12 A+0 183.430 182.037 365.468 184.558 182.707 367.265 360 360 720.000

360

402 56/13 A+0 177.963 187.118 365.081 177.293 186.567 363.860 360 377.593 737.593

377.593 NALA

403 57/0 13d03'08" LT B+0 5197.593 190.475 193.092 383.567 191.026 191.838 382.864 377.593 393.819 771.412

393.819 ROAD

404 57/1 A+0 200.727 177.276 378.002 201.981 172.077 374.058 393.819 386.18 779.999

386.18

405 57/2 A+0 208.904 216.087 424.991 214.103 221.376 435.479 386.18 400 786.180

400 11 KV, LT LINE

406 57/3 A+0 183.913 193.670 377.583 178.624 193.797 372.422 400 386.566 786.566

386.566 11 KV, ROAD

407 58/0 24d05'45" RT C+0 1566.565 192.896 183.037 375.933 192.769 184.036 376.804 386.566 360 746.566

360 11 KV, ROAD

408 58/1 A+0 176.963 163.846 340.809 175.964 161.823 337.787 360 340 700.000

340

409 58/2 A+0 176.154 163.473 339.627 178.177 161.328 339.505 340 340 680.000

340 LT LINE, ROAD

410 58/3 A+0 176.527 193.619 370.145 178.672 194.808 373.481 340 380 720.000

380 ROAD, 11 KV

411 58/4 A+0 186.381 177.962 364.343 185.192 174.005 359.196 380 380 760.000

380 ROAD

412 58/5 A+0 202.038 177.301 379.338 205.995 181.763 387.758 380 327.453 707.453

327.453 ROAD

413 59/0 07d17'05' RT B+0 2127.453 150.152 191.653 341.806 145.690 192.197 337.887 327.453 380 707.453

380

414 59/1 A+0 188.347 190.411 378.758 187.803 187.259 375.062 380 400 780.000

400 11 KV

415 59/2 A+0 209.589 208.261 417.849 212.741 214.264 427.005 400 380 780.000

380

416 59/3 A+0 171.739 189.026 360.765 165.736 185.418 351.154 380 400 780.000

400

417 59/4 A+0 210.974 189.574 400.548 214.582 189.434 404.016 400 380 780.000

380 11 KV, LT LINE (2)

418 59/5 A+3 190.426 192.858 383.284 190.566 190.510 381.076 380 400 780.000



Span (m)




400

419 59/6 A+0 207.142 194.322 401.464 209.490 194.100 403.590 400 390 790.000

390 NALA, ROAD

420 59/7 A+0 195.678 196.255 391.932 195.900 196.667 392.568 390 390 780.000

390 ROAD

421 59/8 A+0 193.745 195.404 389.150 193.333 195.537 388.870 390 390 780.000

390 ROAD

422 59/9 A+0 194.596 193.510 388.106 194.463 193.020 387.483 390 390 780.000

390

423 59/10 A+0 196.490 194.614 391.104 196.980 195.361 392.340 390 384.686 774.686

384.686

424 60/0 11d43'26' LT B+0 4284.688 190.072 195.070 385.142 189.325 196.737 386.062 384.686 380 764.686

380

425 60/1 A+0 184.930 178.651 363.581 183.263 174.919 358.183 380 380 760.000

380 ROAD

426 60/2 A+0 201.349 184.526 385.875 205.081 182.726 387.807 380 380 760.000

380 ROAD

427 60/3 A+0 195.474 189.212 384.687 197.274 188.953 386.227 380 380 760.000

380 ROAD

428 60/4 A+0 190.788 192.036 382.824 191.047 192.706 383.752 380 380 760.000

380 ROAD, 11 KV

429 60/5 A+0 187.964 207.523 395.486 187.294 213.283 400.577 380 380 760.000

380 ROAD

430 60/6 A+0 172.477 196.893 369.371 166.717 202.447 369.164 380 360 740.000

360 ROAD, NALA

431 60/7 A+0 163.107 132.013 295.120 157.553 122.812 280.365 360 320 680.000

320

432 60/8 A+0 187.987 193.795 381.782 197.188 191.755 388.943 320 400 720.000

400

433 60/9 A+0 206.205 185.753 391.958 208.245 184.357 392.602 400 380 780.000

380 ROAD, 11 KV

434 60/10 A+0 194.247 198.890 393.136 195.643 201.727 397.370 380 380.518 760.518

380.518 11 KV(2) , ROAD

435 61/0 49d11'10" RT D+0 4120 181.628 100.607 282.236 178.791 94.450 273.241 380.518 238.67 619.188

238.67 132 KV CROSSING

436 62/0 54D58'34" LT D+3 238.67 138.066 204.368 342.4341 144.2238 205.8041 350.0279 238.67 400 638.670

400 ROAD ,NALA CROSSING

437 62/1 A+0 195.632 202.413 398.0452 194.1959 203.2066 397.4025 400 400 800.000

400

438 62/2 A+3 197.587 220.052 417.6391 196.7934 227.6308 424.42421 400 394 794.000

394 ROAD CROSSING

439 62/3 A+0 173.948 169.133 343.0806 166.3692 171.1491 337.51835 394 326 720.000

326

440 62/4 A+0 156.867 173.52 330.3875 154.8509 168.1027 322.95361 326 380 706.000



Span (m)




380 11 KV CROSSING

441 62/5 A+0 206.48 198.868 405.3471 211.8973 198.4952 410.3925 380 400 780.000

400

442 62/6 A+0 201.132 199.74 400.8729 201.5048 199.6552 401.15992 400 400 800.000

400 LT LINE CROSSING,ROAD CROSSING

443 62/7 A+0 200.26 189.043 389.3023 200.3448 185.4406 385.7854 400 400 800.000

400

444 62/8 A+3 210.957 210.829 421.7864 214.5594 214.3893 428.9487 400 400 800.000

400 11 KV CROSSING

445 62/9 A+0 189.171 193.374 382.545 185.6107 193.4936 379.10436 400 386.022 786.022

386.022 11 KV CROSSING

446 63/0 1D58'49" RT B+0 3886.022 192.648 179.685 372.3332 192.5284 179.582 372.11039 386.022 360 746.022

360

447 63/1 A+0 180.315 190.785 371.0998 180.418 187.7559 368.17391 360 400 760.000

400 ROAD ,NALA CROSSING

448 63/2 A+3 209.215 211.271 420.4854 212.2441 214.9759 427.22002 400 400 800.000

400

449 63/3 A+0 188.729 189.821 378.5506 185.0241 186.4751 371.49914 400 400 800.000

400 11 KV CROSSING

450 63/4 A+3 210.179 207.437 417.6158 213.5249 211.1592 424.68417 400 392.23 792.230

392.23

451 64/0 14D40'35" RT C+0 1951.870 184.793 389.25 574.0428 181.0708 438.28 619.35073 392.23 480.218 872.448

480.218 LT LINE 3, ROAD CROSSING

452 64/1 C+12 90.9681 190.128 281.0958 41.93802 190.255 232.19307 480.218 379.481 859.699

379.481

453 64/2 A+0 189.353 195.531 384.8839 189.226 195.3791 384.60507 379.481 391.983 771.464

391.983

454 64/3 A+0 196.452 193.951 390.4032 196.6039 193.8949 390.4988 391.983 388.242 780.225

388.242

455 64/4 A+0 194.291 179.802 374.0931 260.452 179.6949 440.14689 388.242 360.255 748.497

360.255

456 64/5 A+0 180.453 176.172 356.6247 180.5601 178.9405 359.50063 360.255 335.498 695.753

335.498 ROAD, NALA CROSSING

457 65/0 6D58'13" LT B+0 2335.677 159.326 204.603 363.9292 156.5575 209.4035 365.96095 335.498 380 715.498

380 CANAL CROSSING

458 65/1 A+0 175.397 185.426 360.8235 170.5965 180.6352 351.23171 380 400 780.000

400 NALA CROSSING

459 65/2 A+0 214.574 186.328 400.9017 219.3648 185.1208 404.48566 400 380 780.000

380 ROAD, ROAD CROSSING

460 65/3 A+0 193.672 201.105 394.7775 194.8792 201.4689 396.34809 380 400 780.000

400

461 65/4 A+0 198.895 192.944 391.8386 198.5311 192.9257 391.45681 400 386 786.000

386 ROAD CROSSING

462 65/5 A+0 193.056 195.152 388.2081 193.0743 194.5448 387.61906 386 394 780.000



Span (m)




394 ROAD CROSSING

463 65/6 A+0 198.848 188.867 387.7152 199.4552 185.2077 384.66287 394 400 794.000

400

464 65/7 A+3 211.133 201.811 412.9432 214.7923 205.6934 420.48575 400 380 780.000

380 NALA, NALA CROSSING

465 65/8 A+0 178.189 194.462 372.6517 174.3066 192.6419 366.94848 380 400 780.000

400 11 KV CROSSING, ROAD CROSSING

466 65/9 A+3 205.538 201.238 406.7758 207.3581 205.0587 412.4168 400 379.234 779.234

379.234

467 66/0 11D11'14" LT B+0 3899.234 177.996 221.281 399.2766 174.1753 228.2769 402.45222 379.234 400 779.234

400

468 66/1 A+0 178.719 148.711 327.4297 171.7231 135.1366 306.8597 400 380 780.000

380 RIVER CROSSING

469 66/2 A+6 231.289 248.167 479.4562 244.8634 264.0015 508.8649 380 400 780.000

400 RIVER CROSSING

470 66/3 A+0 151.833 183.17 335.0037 135.9985 180.9252 316.92372 400 380 780.000

380 NALA CROSSING

471 66/4 A+3 196.83 191.456 388.2855 199.0748 188.6471 387.72188 380 400 780.000

400

472 66/5 A+0 208.544 186.396 394.9399 211.3529 183.5673 394.92019 400 390 790.000

390 NALA, ROAD, 11 KV CROSSING

473 66/6 A+0 203.604 190.396 394.0004 206.4327 192.1704 398.60304 390 370 760.000

370

474 66/7 A+3 179.604 199.69 379.2936 177.8296 199.588 377.41762 370 400 770.000

400

475 66/8 A+0 200.31 197.644 397.9542 200.412 196.8696 397.28158 400 400 800.000

400

476 66/9 A+0 202.356 205.859 408.2146 203.1304 209.3693 412.49977 400 390.36 790.360

390.36 ROAD CROSSING

477 67/0 1D33'58" RT B+0 3910.360 184.501 168.885 353.3864 180.9907 165.2311 346.22174 390.36 360 750.360

360 ROAD CROSSING

478 67/1 A+0 191.115 185.078 376.193 194.7689 186.7475 381.51646 360 360 720.000

360

479 67/2 A+0 174.922 185.445 360.367 173.2525 187.2352 360.48765 360 360 720.000

360

480 67/3 A+0 174.555 178.73 353.2854 172.7648 178.3131 351.07793 360 360 720.000

360

481 67/4 A+0 181.27 168.312 349.5816 181.6869 164.4697 346.15661 360 360 720.000

360 ROAD CROSSING

482 67/5 A+0 191.688 180.442 372.1298 195.5303 180.5872 376.11744 360 360 720.000

360

483 67/6 A+0 94.4462 186.217 280.6627 179.4128 188.2603 367.67308 360 360 720.000

360

484 67/7 A+0 205.804 192.764 392.5707 172.4455 190.3848 474.63147 360 400 760.000



Span (m)




400

485 67/8 A+9 203.207 226.04 450.827 97.81408 234.6005 414.04059 400 400 800.000

400

486 67/9 A+0 230.171 187.118 406.6138 83.77349 182.8834 407.50393 400 400 800.000

400 RIVER CROSSING

487 67/10 A+0 168.302 165.055 329.2595 76.26956 163.4299 327.09918 400 340 740.000

340

488 67/11 A+0 168.103 162.632 326.344 89.17038 160.8905 338.58934 340 335.862 675.862

335.862

489 68/0 8D02'09" RT B+0 4395.862 173.23 179.179 352.4087 174.9715 175.6218 350.59327 335.862 380 715.862

380

490 68/1 A+3 200.821 208.82 409.6412 204.3782 211.7201 416.09829 380 400 780.000

400 11 KV CROSSING

491 68/2 A+0 191.18 186.995 378.1746 188.2799 186.0071 374.287 400 380 780.000

380 ROAD CROSSING

492 68/3 A+0 193.005 191.8 384.8048 193.9929 189.1039 383.09682 380 400 780.000

400

493 68/4 A+3 208.2 203.503 411.7032 210.8961 207.9421 418.83815 400 380 780.000

380

494 68/5 A+0 176.497 192.977 369.4736 172.0579 193.9552 366.01309 380 380 760.000

380

495 68/6 A+0 187.023 196.346 383.3698 186.0448 195.1454 381.19018 380 400 780.000

400 ROAD CROSSING

496 68/7 A+0 203.654 196.476 400.1296 204.8546 196.9613 401.81597 400 390 790.000

390

497 68/8 A+0 193.524 195.432 388.956 193.0387 195.5742 388.61283 390 390 780.000

390 LT LINE CROSSING

498 68/9 A+0 194.568 202.531 397.0988 194.4258 206.6504 401.07625 390 380 770.000

380

499 68/10 A+0 177.469 195.567 373.0366 173.3496 195.3957 368.7453 380 392.18 772.180

392.18

500 69/0 10D34'43" RT B+0 4272.180 196.613 189.464 386.0768 196.7843 189.2882 386.07246 392.18 380 772.180

380

501 69/1 A+0 190.536 194.133 384.6689 190.7118 195.492 386.20383 380 380 760.000

380

502 69/2 A+0 185.867 185.466 371.3327 184.508 183.9753 368.48331 380 380 760.000

380 ROAD, RIVER CROSSING

503 69/3 A+6 194.534 196.109 390.6434 196.0247 198.1178 394.14247 380 380 760.000

380

504 69/4 A+0 183.891 188.354 372.2445 181.8822 187.8126 369.69485 380 380 760.000

380

505 69/5 A+0 191.646 196.517 388.1635 192.1874 198.6599 390.84728 380 380 760.000

380

506 69/6 A+0 183.483 180.419 363.9021 181.3401 180.5573 361.89741 380 360 740.000



Span (m)




360

507 69/7 A+0 179.581 183.898 363.479 179.4427 185.1801 364.62276 360 360 720.000

360

508 69/8 A+0 176.102 173.51 349.6116 174.8199 171.3765 346.19642 360 360 720.000

360

509 69/9 A+0 186.49 189.188 375.6775 188.6235 188.9205 377.54396 360 380 740.000

380

510 69/10 A+0 190.812 182.557 373.3691 191.0795 180.1097 371.18924 380 380 760.000

380

511 69/11 A+0 197.443 184.02 381.463 199.8903 183.2974 383.18768 380 372.434 752.434

372.434

( A ) 187295.78


Span (m)


Length of the Line (AP1/0 - AP70/0)

(m) :



372.434

512 70/0 29d28'18" LT C+0 4492.434 188.414 101.875 290.289 174.991 94.330 269.321 372.434 249.652 622.086

249.652 NH-86

513 71/0 33d12'33" RT D+0 249.652 147.777 138.557 286.334 155.322 139.685 295.007 249.652 270.250 519.902

270.250 LT LINE

514 71/1 A+0 131.693 120.518 252.211 130.565 110.813 241.378 270.250 300.080 570.330

300.080 ROAD

515 72/0 21d04'40" LT C+9 570.330 179.562 160.432 339.994 189.267 172.891 362.158 300.080 245.070 545.150

245.070

516 73/0 03d24'38" LT C+3 245.070 84.638 174.952 259.589 72.179 177.413 249.592 245.070 334.930 580.000

334.930

517 73/1 A+0 159.978 161.067 321.045 157.517 160.128 317.644 334.930 327.850 662.780

327.850

518 74/0 09d20'20" LT C+0 662.780 166.783 106.531 273.313 167.722 92.240 259.962 327.850 300.000 627.850

300.000

519 75/0 38d25'46" LT D+9 300.000 193.469 141.189 334.658 207.760 148.155 355.915 300.000 240.000 540.000

240.000 NALA,N.E RAIL WAY LINE

520 76/0 27d37'55" RT C+6 240.000 98.811 197.575 296.387 91.845 201.353 293.198 240.000 372.170 612.170

372.170

521 76/1 A+0 174.595 178.547 353.142 170.817 178.069 348.886 372.170 360.000 732.170

360.000 33KV LINE

522 76/2 A+0 181.453 192.183 373.636 181.931 192.899 374.830 360.000 380.010 740.010

380.010 ROAD

523 76/3 A+0 187.827 177.472 365.299 187.111 176.641 363.752 380.010 360.000 740.010

360.000 ROAD

524 76/4 A+0 182.528 186.708 369.236 183.359 185.486 368.845 360.000 380.850 740.850

380.850

525 77/0 03d53'30" RT B+0 1853.030 194.142 190.256 384.398 195.364 187.053 382.417 380.850 400.000 780.850

400.000

526 77/1 A+3 209.744 213.873 423.617 212.947 218.433 431.380 400.000 400.000 800.000

400.000 ROAD

527 77/2 A+0 186.127 187.233 373.360 181.567 183.036 364.602 400.000 400.000 800.000

400.000 CANAL, ROAD

528 77/3 A+3 212.767 211.412 424.179 216.964 215.164 432.128 400.000 400.000 800.000

400.000

529 77/4 A+0 188.588 190.745 379.333 184.836 187.702 372.538 400.000 400.000 800.000

400.000

530 77/5 A+3 209.255 209.690 418.945 212.298 212.876 425.173 400.000 400.000 800.000

400.000 ROAD

531 77/6 A+0 190.310 198.119 388.429 187.124 197.501 384.625 400.000 400.000 800.000


Sum of adjustment of span

Span (m)

TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI Weight Span Hot Weight Span Cold



400.000 LT LINE

532 77/7 A+3 201.881 198.972 400.853 202.499 198.634 401.133 400.000 400.000 800.000

400.000

533 77/8 A+0 201.028 190.182 391.210 201.366 186.954 388.320 400.000 400.000 800.000

400.000

534 77/9 A+3 209.818 211.641 421.459 213.046 215.469 428.514 400.000 400.000 800.000

400.000 LT LINE , ROAD

535 78/0 16d03'43" LT C+0 4000.000 188.359 189.578 377.936 184.531 189.584 374.115 400.000 379.120 779.120

379.120 RIVER, ROAD

536 78/1 A+3 189.542 189.614 379.156 189.536 192.773 382.310 379.120 360.010 739.130

360.010 ROAD

537 78/2 A+0 170.396 194.022 364.418 167.237 198.630 365.867 360.010 360.010 720.020

360.010

538 78/3 A+0 165.988 174.333 340.321 161.380 169.182 330.562 360.010 380.000 740.010

380.000 RIVER

539 78/4 A+0 205.667 172.257 377.924 210.818 169.710 380.528 380.000 360.010 740.010

360.010 ROAD

540 78/5 A+0 187.753 181.467 369.220 190.300 181.951 372.251 360.010 359.990 720.000

359.990

541 78/6 A+0 178.523 168.408 346.931 178.039 167.888 345.927 359.990 339.980 699.970

339.980

542 78/7 A+0 171.572 166.747 338.320 172.092 167.792 339.884 339.980 327.140 667.120

327.140 ROAD, CANAL

543 79/0 06d30'09" RT B+0 2866.260 160.393 174.192 334.585 159.348 173.455 332.803 327.140 352.870 680.010

352.870 CANAL

544 79/1 A+0 178.678 183.048 361.726 179.415 184.045 363.460 352.870 360.030 712.900

360.030 RIVER

545 79/2 A+0 176.982 179.559 356.541 175.985 179.423 355.407 360.030 359.950 719.980

359.950

546 79/3 A+0 180.391 184.475 364.866 180.527 185.941 366.468 359.950 360.030 719.980

360.030 MANETHU BAKHA RIVER

547 79/4 A+0 175.555 180.779 356.334 174.089 181.030 355.119 360.030 360.030 720.060

360.030 NALA

548 79/5 A+0 179.251 177.724 356.975 179.000 176.984 355.984 360.030 359.950 719.980

359.950 LT LINE, ROAD

549 79/6 A+0 182.226 175.015 357.241 182.966 173.372 356.338 359.950 360.020 719.970

360.020

550 79/7 A+0 185.005 171.462 356.467 186.648 172.426 359.073 360.020 337.060 697.080

337.060

551 80/0 14d32'04" LT B+0 2849.940 165.598 198.322 363.920 164.634 197.770 362.404 337.060 400.000 737.060


TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI Weight Span Hot Weight Span Cold Sum of adjustment of span

Span (m)



400.000

552 81/0 13d38'51" RT B+0 400.000 201.678 182.636 384.315 202.230 183.020 385.250 400.000 362.940 762.940

362.940 ROAD

553 81/1 A+0 180.304 186.943 367.247 179.920 185.937 365.857 362.940 380.010 742.950

380.010 NALA

554 81/2 A+0 193.067 189.304 382.370 194.073 189.080 383.153 380.010 379.970 759.980

379.970

555 81/3 A+0 190.666 185.842 376.509 190.890 185.819 376.709 379.970 371.830 751.800

371.830

556 82/0 36d08'14" RT D+0 1494.750 185.988 185.809 371.797 186.011 186.386 372.397 371.830 368.110 739.940

368.110 NALA

557 82/1 A+0 182.301 192.547 374.848 181.724 193.368 375.092 368.110 380.100 748.210

380.100 NALA

558 82/2 A+0 187.553 177.301 364.854 186.732 176.408 363.140 380.100 360.040 740.140

360.040

559 82/3 A+0 182.739 192.321 375.060 183.632 193.096 376.728 360.040 379.930 739.970

379.930 ROAD , LT LINE

560 82/4 A+0 187.609 185.222 372.831 186.834 186.931 373.765 379.930 360.050 739.980

360.050

561 82/5 A+0 174.828 188.262 363.090 173.119 187.702 360.821 360.050 379.930 739.980

379.930

562 82/6 A+0 191.668 178.908 370.576 192.228 178.542 370.770 379.930 360.040 739.970

360.040

563 82/7 A+0 181.132 189.016 370.148 181.498 188.706 370.203 360.040 379.920 739.960

379.920 ROAD

564 82/8 A+0 190.904 193.208 384.112 191.214 194.245 385.459 379.920 380.110 760.030

380.110 NON RIVER

565 82/9 A+0 186.902 179.281 366.183 185.865 179.064 364.929 380.110 359.880 739.990

359.880 LT LINE

566 82/10 A+0 180.599 180.027 360.627 180.816 180.030 360.846 359.880 360.040 719.920

360.040

567 82/11 A+0 180.013 187.684 367.697 180.010 186.906 366.917 360.040 380.100 740.140

380.100 NON RIVER

568 82/12 A+0 192.416 196.887 389.302 193.194 197.561 390.755 380.100 389.670 769.770


569 83/0 18d37'26" RT C+0 4837.920 192.783 157.346 350.130 192.109 152.351 344.460 389.670 345.080 734.750

345.080

570 84/0 01d28'10" RT B+3 345.080 187.734 110.600 298.334 192.729 110.806 303.534 345.080 219.950 565.030

219.950 N C RAIL WAY LINE, LT LINE

571 85/0 01d56'38" RT B+3 219.950 109.350 192.609 301.959 109.144 195.892 305.036 219.950 365.250 585.200



Span (m)



365.250 ROAD

572 85/1 A+0 172.641 191.860 364.501 169.358 192.491 361.849 365.250 379.880 745.130

379.880 LT LINE ROAD

573 85/2 A+0 188.020 172.805 360.825 187.389 173.697 361.086 379.880 340.180 720.060

340.180 ROAD

574 85/3 A+0 167.375 178.777 346.152 166.483 178.406 344.889 340.180 359.810 699.990

359.810 LT LINE

575 85/4 A+0 181.033 188.924 369.956 181.404 188.552 369.955 359.810 380.110 739.920

380.110

576 85/5 A+0 191.186 191.056 382.242 191.558 190.364 381.922 380.110 386.320 766.430


577 86/0 19d57'04" LT C+0 2211.550 195.264 176.448 371.712 195.956 176.329 372.285 386.320 353.620 739.940

353.620 LT LINE

578 86/1 A+0 177.172 171.913 349.086 177.291 171.494 348.785 353.620 346.380 700.000

346.380 ROAD , WATER BODY

579 87/0 11d36'18" RT B+0 700.000 174.467 194.377 368.844 174.886 193.554 368.441 346.380 393.760 740.140

393.760 LT LINE

580 87/1 A+3 199.383 205.412 404.795 200.206 207.211 407.416 393.760 399.880 793.640

399.880 ROAR , WATER BODY

581 87/2 A+0 194.468 190.200 384.668 192.669 186.966 379.635 399.880 400.080 799.960

400.080

582 87/3 C+3 209.880 34.452 244.332 213.114 6.341 219.456 400.080 239.920 640.000

239.920 132 KV. TR. LINE

583 87/4 C+18 205.468 295.561 501.029 233.579 299.631 533.209 239.920 566.360 806.280

566.360

584 88/0 11d54'39" RT D+12 2000.000 270.799 186.310 457.110 266.729 209.142 475.872 566.360 233.720 800.080

233.720 LT LINE , NH-2

585 89/0 40d12'25" LT C+0 233.720 47.410 191.928 239.338 24.578 189.271 213.849 233.720 400.020 633.740

400.020 LT LINE , CANAL

586 89/1 A+3 208.092 210.243 418.334 210.749 213.618 424.367 400.020 399.950 799.970

399.950

587 89/2 A+0 189.707 181.017 370.725 186.332 181.348 367.680 399.950 360.020 759.970

360.020

588 89/3 A+0 179.003 189.718 368.720 178.672 186.345 365.017 360.020 399.950 759.970

399.950

589 89/4 A+3 210.232 208.695 418.928 213.605 211.543 425.147 399.950 400.070 800.020

400.070

590 89/5 A+0 191.375 169.118 360.492 188.527 158.978 347.506 400.070 399.920 799.990

399.920

591 90/0 43d46'01" RT D+9 2359.930 230.802 170.505 401.307 240.942 186.991 427.933 399.920 240.710 640.630



Span (m)



240.710 132 K.V

592 91/0 47d20'08" LT D+0 240.710 70.205 200.119 270.325 53.719 200.270 253.989 240.710 399.320 640.030

399.320 ROAD

593 91/1 A+0 199.201 188.451 387.652 199.050 184.644 383.694 399.320 400.060 799.380

400.060

594 91/2 A+3 211.609 209.932 421.541 215.416 213.210 428.626 400.060 399.920 799.980

399.920 ROAD

595 91/3 A+0 189.988 200.033 390.022 186.710 200.034 386.745 399.920 400.060 799.980

400.060

596 91/4 A+3 200.027 200.039 400.066 200.026 200.060 400.086 400.060 399.950 800.010

399.950

597 91/5 A+0 199.911 188.254 388.165 199.890 187.622 387.512 399.950 380.350 780.300

380.350

598 92/0 04d27'16" LT B+0 2379.660 192.096 199.899 391.995 192.728 199.866 392.593 380.350 400.000 780.350

400.000 LT LINE , ROAD

599 92/1 A+0 200.101 200.826 400.927 200.134 201.097 401.232 400.000 400.000 800.000

400.000

600 92/2 A+0 199.174 199.892 399.066 198.903 199.857 398.759 400.000 400.000 800.000

400.000

601 92/3 A+0 200.108 187.708 387.816 200.143 183.667 383.810 400.000 400.000 800.000

400.000 ROAD

602 92/4 A+3 212.292 209.184 421.476 216.333 212.204 428.537 400.000 400.000 800.000

400.000

603 92/5 A+0 190.816 189.437 380.253 187.796 185.965 373.761 400.000 400.000 800.000

400.000 ROAD

604 92/6 A+3 210.563 210.809 421.372 214.035 214.362 428.398 400.000 400.000 800.000

400.000 ROAD

605 92/7 A+0 189.191 190.981 380.172 185.638 188.016 373.653 400.000 400.000 800.000

400.000 ROAD

606 92/8 A+3 209.019 210.280 419.299 211.984 213.659 425.644 400.000 400.000 800.000

400.000

607 92/9 A+0 189.720 189.757 379.477 186.341 186.390 372.731 400.000 400.000 800.000

400.000

608 92/10 A+3 210.243 209.532 419.774 213.610 212.665 426.275 400.000 400.000 800.000

400.000

609 92/11 A+0 190.468 183.320 373.788 187.335 177.836 365.171 400.000 400.000 800.000

400.000

610 93/0 33d41'47" RT D+3 4800.000 216.680 206.492 423.172 222.164 211.974 434.138 400.000 379.630 779.630

379.630 CANAL

611 93/1 A+0 173.138 186.727 359.865 167.656 185.661 353.316 379.630 379.940 759.570



Span (m)



379.940 ROAD

612 93/2 A+0 193.213 192.213 385.427 194.279 192.917 387.196 379.940 380.150 760.090

380.150 ROAD

613 93/3 A+0 187.937 188.109 376.045 187.233 187.495 374.729 380.150 379.950 760.100

379.950 ROAD

614 93/4 A+0 191.841 189.285 381.127 192.455 189.060 381.515 379.950 379.940 759.890

379.940 ROAD

615 93/5 A+0 190.655 187.896 378.550 190.880 188.501 379.381 379.940 372.110 752.050

372.110

616 94/0 45d49'31" RT D+0 2271.720 184.214 62.318 246.532 183.609 42.051 225.661 372.110 247.930 620.040

247.930 500 KV. D/S TR. LINE

617 95/0 14d44'35" LT B+12 247.930 185.612 201.575 387.188 205.879 205.128 411.006 247.930 381.540 629.470

381.540

618 96/0 13d54'06" RT C+9 381.540 179.965 101.868 281.832 176.412 96.160 272.572 381.540 238.460 620.000

238.460 LIT LINE, 400 KV.D/S TR. LINE

619 97/0 14d21'58" LT B+12 238.460 136.592 169.137 305.730 142.300 168.839 311.139 238.460 340.090 578.550

340.090 LT LINE

620 97/1 A+12 170.953 152.404 323.356 171.251 163.068 334.319 340.090 239.930 580.020

239.930 LT LINE, 400 KV.S/C TR. LINE

621 97/2 C+6 87.526 212.319 299.846 76.862 219.670 296.532 239.930 379.920 619.850

379.920 CANAL , ROAD

622 97/3 A+0 167.601 178.590 346.190 160.250 178.115 338.364 379.920 360.070 739.990

360.070 LT LINE

623 97/4 A+0 181.480 147.392 328.872 181.955 136.593 318.549 360.070 360.480 720.550

360.480

624 98/0 11d07'55" RT B+9 1680.490 213.088 107.975 321.063 223.887 104.114 328.000 360.480 239.440 599.920

239.440 LT LINE, 400 KV. S/C TR. LINE

625 99/0 09d24'57" LT B+12 239.440 131.465 217.705 349.170 135.326 233.386 368.713 239.440 340.010 579.450

340.010

626 99/1 A+0 122.305 190.852 313.157 106.624 191.127 297.751 340.010 380.030 720.040

380.030 ROAD

627 99/2 A+0 189.178 171.047 360.224 188.903 166.461 355.364 380.030 369.990 750.020

369.990

628 100/0 09d 02' 58" RT B+9 1090.030 198.943 126.243 325.286 203.529 126.776 330.305 369.990 250.055 620.045

250.055 132 KV N.C. RAILWAY

629 101/0 38d 42' 52" LT D+9 250.055 123.712 207.841 331.553 123.279 220.306 343.585 250.055 339.849 589.904

339.849

630 101/1 A+0 132.008 188.989 320.998 119.543 188.652 308.195 339.849 380.029 719.878

380.029 ROAD

631 101/2 A+0 191.040 173.140 364.179 191.377 174.146 365.522 380.029 340.160 720.189



Span (m)



340.160

632 101/3 A+0 167.020 159.390 326.411 166.014 159.198 325.212 340.160 319.952 660.112

319.952

633 102/0 17d 46' 11" LT C+0 1379.990 160.562 198.587 359.149 160.754 198.111 358.865 319.952 400.073 720.025

400.073 MATAL ROAD

634 102/1 A+0 201.486 190.257 391.742 201.962 187.068 389.030 400.073 399.911 799.984

399.911

635 102/2 A+3 209.655 209.798 419.452 212.843 213.152 425.995 399.911 399.190 799.101

399.190

636 103/0 27d 23' 38" RT C+0 1199.174 189.392 198.851 388.244 186.038 198.471 384.509 399.190 279.983 679.173

279.977

637 103/1 A+0 201.164 110.687 311.850 201.544 101.039 302.583 279.983 280.063 560.046

280.063

638 104/0 42d 7' 0" RT D+6 560.040 169.376 120.679 290.056 179.024 120.910 299.934 280.063 239.954 520.017

239.954 132 KV

639 105/0 49d 55' 05" LT D+6 239.954 119.275 219.124 338.398 119.044 225.411 344.455 239.954 400.000 639.954

400.000 ROAD

640 106/0 18d 6' 47" LT C+0 400.000 180.876 148.295 329.171 174.589 149.145 323.734 400.000 291.417 691.417

291.417 MATAL ROAD,CANAL,LT LINE

641 106/1 A+0 143.122 147.434 290.557 142.272 146.598 288.870 291.417 299.956 591.373 ROAD, ROAD

299.956

642 106/2 A+0 152.522 167.884 320.406 153.358 167.187 320.545 299.956 340.011 639.967

340.011

643 106/3 A+0 172.127 165.395 337.522 172.824 166.068 338.892 340.011 326.696 666.707

326.696

644 107/0 18d 48' 6" LT C+0 1258.080 161.301 196.265 357.566 160.628 196.138 356.767 326.696 393.297 719.993

393.297

645 107/1 A+0 197.032 188.977 386.010 197.159 188.655 385.814 393.297 378.913 772.210

379.913 ROAD

646 107/2 A+0 190.936 175.849 366.785 191.258 174.472 365.730 378.913 360.438 739.351

360.078 LT LINE

647 107/3 A+0 184.229 188.636 372.865 185.606 188.202 373.808 360.438 379.913 740.351

379.913

648 107/4 A+0 191.277 189.464 380.740 191.711 189.282 380.992 379.913 380.034 759.947

380.034

649 107/5 A+0 190.570 190.532 381.103 190.752 190.707 381.459 380.034 380.000 760.034

380.000 LT LINE

650 107/6 A+0 189.468 196.951 386.419 189.293 197.588 386.880 380.000 390.031 770.031

390.031 ROAD, LT LINE, ROAD

651 107/7 A+0 193.080 198.004 391.084 192.443 198.992 391.435 390.031 390.000 780.031



Span (m)



390.000

652 107/8 A+0 191.996 189.045 381.041 191.008 188.730 379.738 390.000 380.005 770.005

380.005

653 107/9 A+0 190.960 198.954 389.914 191.275 198.612 389.887 380.005 399.991 779.996

399.991 CANAL

654 107/10 A+0 201.037 189.780 390.817 201.379 189.702 391.081 399.991 380.035 780.026

380.035 LT LINE

655 107/11 A+0 190.255 178.469 368.724 190.333 177.972 368.306 380.035 359.956 739.991

359.956

656 107/12 B+0 181.487 172.502 353.989 181.984 173.324 355.308 359.956 339.999 699.955

339.999

657 107/13 A+0 167.497 172.236 339.734 166.675 172.972 339.646 339.999 340.000 679.999

340.000

658 107/14 A+0 167.764 175.768 343.532 167.028 174.379 341.408 340.000 359.985 699.985

359.985

659 107/15 A+0 184.217 182.420 366.637 185.606 183.208 368.814 359.985 360.048 720.033

360.048 ROAD

660 107/16 A+0 177.628 187.967 365.594 176.840 187.308 364.147 360.048 379.943 739.991

379.943

661 107/17 A+0 191.976 188.261 380.237 192.635 187.688 380.323 379.943 380.005 759.948

380.005 LT LINE

662 107/18 A+0 191.744 178.631 370.376 192.317 178.173 370.490 380.005 360.048 740.053

360.048

663 107/19 A+0 181.417 180.660 362.077 181.875 180.879 362.754 360.048 359.986 720.034


664 107/20 A+0 179.326 181.529 360.855 179.107 182.038 361.146 359.986 359.956 719.942

359.956

665 107/21 A+0 178.427 178.758 357.185 177.918 178.337 356.254 359.956 360.076 720.032

360.076

666 107/22 A+0 181.318 188.239 369.558 181.739 187.853 369.592 360.076 378.827 738.903

378.827 ROAD

667 108/0 28d 26' 45" RT C+0 8552.126 190.588 190.667 381.255 190.974 190.721 381.695 378.827 381.001 759.828

381.001

668 108/1 A+0 190.334 183.817 374.151 190.279 183.444 373.724 381.001 369.901 750.902

369.901 ROAD, NALA

669 108/2 A+0 186.084 162.565 348.649 186.457 161.761 348.217 369.901 330.024 699.925

330.024

670 108/3 A+0 167.459 179.846 347.305 168.263 179.774 348.037 330.024 360.134 690.158

360.134

671 108/4 A+0 180.288 182.624 362.912 180.360 183.499 363.860 360.134 359.921 720.055



Span (m)



359.921

672 108/5 A+0 177.297 188.024 365.321 176.422 187.394 363.815 359.921 379.880 739.801

379.880 METAL ROAD

673 108/6 B+0 191.856 190.519 382.375 192.486 190.778 383.265 379.880 379.461 759.341

379.461

674 108/7 A+0 188.942 191.024 379.966 188.682 191.249 379.931 379.461 380.681 760.142

380.681

675 108/8 A+0 189.657 187.456 377.113 189.432 186.639 376.072 380.681 379.880 760.561

379.880 METAL ROAD

676 108/9 A+0 192.424 180.568 372.992 193.241 180.733 373.974 379.880 360.133 740.013

360.133 METAL ROAD

677 108/10 A+0 179.565 180.786 360.351 179.400 181.026 360.426 360.133 360.113 720.246

360.113

678 108/11 A+0 179.326 196.324 375.650 179.086 196.982 376.068 360.113 388.645 748.757

388.645

679 108/12 A+0 192.321 179.667 371.987 191.663 177.904 369.566 388.645 370.059 758.703

370.059

680 109/0 1d 54' 37" LT B+0 4799.832 190.392 198.865 389.257 192.155 198.313 390.468 370.059 401.092 771.151

401.092

681 109/1 A+0 202.227 198.378 400.605 202.779 197.846 400.625 401.092 399.992 801.084

399.992

682 109/2 A+0 201.614 188.275 389.889 202.146 184.418 386.564 399.992 400.014 800.006

400.014

683 109/3 A+3 211.739 209.959 421.698 215.596 213.231 428.827 400.014 400.013 800.027

400.013

684 109/4 A+0 190.054 187.994 378.048 186.782 184.048 370.831 400.013 399.993 800.006

399.993

685 109/5 A+3 211.999 212.558 424.557 215.945 216.684 432.629 399.993 400.014 800.007

400.014

686 109/6 A+0 187.456 186.042 373.498 183.330 181.455 364.785 400.014 399.992 800.006

399.992 LT LINE

687 109/7 A+3 213.950 213.856 427.805 218.537 218.408 436.945 399.992 400.014 800.006

400.014

688 109/8 A+0 186.158 197.796 383.954 181.606 196.851 378.456 400.014 401.343 801.357

401.343 LT LINE - 2

689 110/0 20d 29' 21" LT C+0 3602.467 203.547 200.158 403.705 204.492 200.210 404.703 401.343 398.644 799.987

400.000 LT LINE - 2

690 110/1 A+0 199.842 178.851 378.692 199.790 171.898 371.687 398.644 400.045 798.689

400.000 METAL ROAD, LT LINE - 2

691 110/2 A+0 221.149 171.203 392.353 228.102 161.736 389.838 400.045 401.311 801.356



Span (m)



400.000 NALA

692 111/0 37d 51' 17" LT D+9 1200.000 228.797 111.617 340.414 238.264 109.081 347.344 401.311 238.667 639.978

238.667 500 KV LINE

693 112/0 55d 35' 52" RT D+9 238.667 127.050 232.692 359.742 129.586 245.080 374.666 238.667 390.023 628.690

390.023 ROAD

694 112/1 A+0 157.331 204.205 361.536 144.943 207.235 352.178 390.023 389.976 780.000

389.976 ARIND RIVER

695 112/2 A+0 185.772 184.160 369.931 182.742 182.234 364.976 389.976 380.033 770.009

380.033

696 112/3 A+0 195.873 194.411 390.284 197.799 194.230 392.029 380.033 389.922 769.955

389.922

697 112/4 A+0 195.511 194.500 390.011 195.691 194.320 390.011 389.922 390.099 780.021

390.099

698 112/5 A+0 195.599 194.282 389.881 195.780 194.101 389.881 390.099 389.665 779.764

389.665

699 112/6 B+0 195.383 194.617 390.000 195.563 194.437 390.000 389.665 390.333 779.998

390.333

700 112/7 A+0 195.716 194.420 390.135 195.896 194.240 390.136 390.333 389.932 780.265

389.932

701 112/8 A+0 195.512 194.494 390.007 195.692 194.314 390.006 389.932 390.088 780.020

390.088

702 112/9 A+0 195.594 190.607 386.200 195.774 190.819 386.593 390.088 379.922 770.010

379.922

703 112/10 A+0 189.315 181.145 370.460 189.103 181.512 370.614 379.922 360.058 739.980

360.058

704 112/11 A+0 178.913 178.389 357.302 178.546 177.875 356.422 360.058 359.902 719.960

359.902

705 112/12 A+0 181.513 183.794 365.307 182.027 184.804 366.831 359.902 361.441 721.343

361.441 METAL ROAD

706 113/0 0d 00' 20" RT B+0 4961.395 177.647 189.585 367.232 176.637 186.162 362.798 361.441 400.000 761.441

400.000

707 113/1 A+3 210.415 210.701 421.116 213.838 214.219 428.057 400.000 400.000 800.000

400.000 ROAD

708 113/2 A+0 189.299 186.609 375.908 185.781 182.207 367.988 400.000 400.000 800.000

400.000

709 113/3 A+3 213.391 206.670 420.061 217.793 208.863 426.656 400.000 400.000 800.000

400.000

710 113/4 A+0 193.330 187.708 381.038 191.137 183.667 374.804 400.000 400.000 800.000

400.000

711 113/5 A+3 212.292 211.658 423.950 216.333 215.491 431.824 400.000 400.000 800.000



Span (m)



400.000

712 113/6 A+0 188.342 181.240 369.582 184.509 175.073 359.582 400.000 400.000 800.000

400.000 ROAD - 2

713 113/7 A+3 218.760 211.338 430.098 224.927 215.066 439.993 400.000 400.000 800.000

400.000

714 113/8 A+0 188.662 191.975 380.637 184.934 189.337 374.271 400.000 400.000 800.000

400.000

715 113/9 A+3 208.025 212.754 420.779 210.663 216.946 427.610 400.000 400.000 800.000

400.000

716 113/10 A+0 187.246 187.651 374.897 183.054 183.591 366.645 400.000 400.000 800.000

400.000

717 113/11 A+3 212.349 207.290 419.639 216.409 209.697 426.106 400.000 399.937 799.937


718 114/0 2d 27' 45" RT D+0 4799.937 192.647 188.921 381.568 190.240 185.279 375.519 399.937 400.000 799.937

400.000

719 114/1 A+3 211.079 211.119 422.198 214.721 214.774 429.495 400.000 400.000 800.000

400.000 ROAD

720 114/2 A+0 188.881 190.907 379.788 185.226 187.917 373.143 400.000 400.000 800.000

400.000

721 114/3 A+3 209.093 212.076 421.170 212.083 216.046 428.129 400.000 400.000 800.000

400.000 ROAD

722 114/4 A+0 187.924 202.555 390.479 183.954 203.395 387.348 400.000 400.000 800.000

400.000 NALA

723 115/0 18d 16' 43" LT C+0 2000.000 197.445 197.927 395.372 196.605 197.246 393.851 400.000 400.000 800.000

400.000

724 115/1 A+0 202.073 190.640 392.713 202.754 187.563 390.318 400.000 400.000 800.000

400.000

725 115/2 A+3 209.360 208.871 418.231 212.437 211.787 424.224 400.000 400.000 800.000

400.000 ROAD

726 115/3 A+0 191.129 190.374 381.503 188.213 187.210 375.422 400.000 400.000 800.000

400.000

727 115/4 A+3 209.626 208.857 418.483 212.790 211.769 424.560 400.000 400.000 800.000

400.000 CANAL

728 115/5 A+0 191.143 191.126 382.268 188.231 188.208 376.439 400.000 400.000 800.000

400.000

729 115/6 A+3 208.874 210.270 419.144 211.792 213.646 425.438 400.000 400.000 800.000

400.000 ROAD - 2

730 115/7 A+0 189.730 190.849 380.580 186.354 187.841 374.195 400.000 400.000 800.000

400.000

731 115/8 A+3 209.151 210.010 419.161 212.159 213.301 425.460 400.000 400.000 800.000



Span (m)



400.000

732 115/9 A+0 189.990 190.445 380.435 186.699 187.304 374.003 400.000 400.000 800.000

400.000

733 115/10 A+3 209.555 209.784 419.339 212.696 213.001 425.697 400.000 400.000 800.000

400.000

734 115/11 A+0 190.216 199.029 389.245 186.999 198.710 385.709 400.000 400.000 800.000

400.000

735 116/0 1d 40' 33" LT B+0 4800.000 200.971 189.066 390.036 201.290 189.745 391.034 400.000 374.000 774.000

374.000

736 116/1 A+0 184.934 185.122 370.056 184.255 184.505 368.760 374.000 374.000 748.000

374.000

737 116/2 A+0 188.878 190.951 379.829 189.495 192.250 381.745 374.000 374.000 748.000

374.000

738 116/3 A+0 183.049 182.180 365.230 181.750 180.596 362.346 374.000 374.000 748.000

374.000 ROAD

739 116/4 A+0 191.820 187.952 379.771 193.404 188.265 381.668 374.000 374.000 748.000

374.000 CANAL - 2

740 116/5 A+0 186.048 187.764 373.813 185.735 188.015 373.751 374.000 374.000 748.000

374.000

741 116/6 A+0 186.236 186.946 373.182 185.985 186.928 372.913 374.000 374.000 748.000

374.000

742 116/7 A+0 187.054 199.696 386.750 187.072 203.870 390.941 374.000 374.000 748.000

374.000

743 116/8 A+0 174.304 189.450 363.755 170.130 189.096 359.226 374.000 381.059 755.059

381.059

744 117/0 33d 28' 15" RT D+0 3373.059 191.609 191.796 383.405 191.963 189.099 381.063 381.059 400.000 781.059

400.000

745 117/1 A+3 208.204 208.470 416.673 210.901 211.254 422.155 400.000 400.000 800.000

400.000

746 117/2 A+0 191.530 188.059 379.589 188.746 184.133 372.879 400.000 400.000 800.000

400.000 ROAD

747 117/3 A+3 211.941 209.815 421.756 215.867 213.041 428.908 400.000 400.000 800.000

400.000 ROAD ,LT LINE

748 117/4 A+0 190.185 187.796 377.981 186.959 183.784 370.742 400.000 400.000 800.000

400.000 ROAD

749 117/5 A+3 212.204 209.858 422.063 216.216 213.099 429.316 400.000 400.000 800.000

400.000

750 118/0 37d 24' 35" RT D+0 2400.000 190.142 144.232 334.373 186.901 144.703 331.604 400.000 285.593 685.593

285.593

751 118/1 A+0 141.361 139.344 280.706 140.890 139.132 280.022 285.593 279.979 565.572



Span (m)



279.979

752 119/0 15d 07' 16" RT C+6 565.572 140.635 101.014 241.648 140.847 95.688 236.535 279.979 234.428 514.407

234.428 400 KV

753 120/0 25d 46' 26" LT C+3 234.428 133.414 203.201 336.615 138.740 206.624 345.364 234.428 385.576 620.004

385.576

754 121/0 26d 56' 36" LT C+0 385.576 182.375 189.137 371.513 178.952 185.566 364.518 385.576 400.000 785.576

400.000

755 121/1 A+3 210.863 206.960 417.823 214.434 209.248 423.682 400.000 400.000 800.000

400.000

756 121/2 A+0 193.040 189.612 382.652 190.752 186.197 376.949 400.000 400.000 800.000

400.000 CANEL, ROAD

757 121/3 A+3 210.388 211.837 422.225 213.803 215.728 429.531 400.000 400.000 800.000

400.000 ROAD

758 121/4 A+0 188.163 189.619 377.782 184.272 186.206 370.478 400.000 400.000 800.000

400.000

759 121/5 A+3 210.381 211.085 421.466 213.794 214.730 428.523 400.000 400.000 800.000

400.000

760 121/6 A+0 188.915 188.841 377.755 185.270 185.172 370.442 400.000 400.000 800.000

400.000 ROAD

761 121/7 A+3 211.159 213.226 424.385 214.828 217.573 432.402 400.000 400.000 800.000

400.000

762 121/8 A+0 186.774 184.001 370.775 182.427 178.741 361.167 400.000 400.000 800.000

400.000 CANEL

763 121/9 A+3 215.999 211.847 427.846 221.259 215.742 437.001 400.000 400.000 800.000

400.000

764 121/10 A+0 188.153 189.713 377.866 184.258 186.332 370.590 400.000 400.000 800.000

400.000

765 121/11 A+3 210.287 209.521 419.808 213.668 212.652 426.320 400.000 400.000 800.000

400.000 GAS LINE

766 122/0 20d 47' 57" LT C+0 4800.000 190.479 192.122 382.601 187.348 191.913 379.261 400.000 385.517 785.517

385.517

767 122/1 A+0 193.395 190.670 384.065 193.604 190.901 384.505 385.517 379.935 765.452

379.935

768 122/2 A+0 189.265 189.098 378.363 189.034 188.711 377.745 379.935 380.548 760.483

380.548

769 122/3 A+0 191.450 197.978 389.428 191.837 197.391 389.228 380.548 399.526 780.074

399.526

770 122/4 A+0 201.548 182.790 384.338 202.135 183.687 385.822 399.526 360.122 759.648 ROAD

360.122

771 122/5 A+0 177.332 190.890 368.221 176.435 191.182 367.617 360.122 379.998 740.120



Span (m)



379.998

772 122/6 A+0 189.108 188.082 377.190 188.816 187.455 376.271 379.998 379.974 759.972 ROAD

379.974

773 122/7 A+0 191.892 197.417 389.310 192.519 198.150 390.668 379.974 390.380 770.354

390.380

774 122/8 A+0 192.963 195.557 388.519 192.230 197.444 389.674 390.380 379.636 770.016

379.636

775 122/9 A+0 184.079 186.227 370.306 182.193 183.343 365.536 379.636 389.994 769.630

389.994

776 122/10 A+0 203.767 185.008 388.775 206.650 183.367 390.017 389.994 379.999 769.993

379.999 ROAD, NALA, LT LINE

777 122/11 A+0 194.991 191.893 386.884 196.632 192.508 389.140 379.999 380.047 760.046

380.047 LT LINE

778 123/0 27d 22' 52" RT C+0 4585.676 188.154 125.701 313.855 187.539 125.932 313.471 380.047 250.000 630.047

250.000 N. H

779 124/0 12d 33' 53" LT D+0 250.000 124.299 193.685 317.984 124.068 193.910 317.978 250.000 386.000 636.000

386.000

780 124/1 A+0 192.315 193.293 385.609 192.090 193.390 385.480 386.000 386.000 772.000

386.000

781 124/2 A+0 192.707 188.241 380.947 192.610 186.642 379.252 386.000 386.207 772.207

386.207

782 125/0 11d 27' 01" LT B+0 1158.207 197.966 185.580 383.547 199.565 185.501 385.065 386.207 371.647 757.854

371.647

783 125/1 A+0 186.067 181.491 367.558 186.146 181.955 368.102 371.647 360.160 731.807

360.160

784 125/2 A+0 178.669 190.075 368.743 178.205 190.126 368.331 360.160 379.837 739.997

379.837

785 125/3 A+0 189.762 180.636 370.398 189.711 180.833 370.543 379.837 360.073 739.910

360.073

786 125/4 A+0 179.437 186.494 365.931 179.240 188.644 367.884 360.073 359.907 719.980

359.907

787 125/5 A+0 173.413 181.295 354.708 171.263 181.710 352.973 359.907 360.066 719.973

360.066

788 125/6 A+0 178.771 178.355 357.127 178.356 176.166 354.522 360.066 370.031 730.097

370.031

789 125/7 A+0 191.676 170.225 361.901 193.865 167.012 360.877 370.031 359.999 730.030

359.999

790 125/8 A+0 189.774 159.095 348.869 192.987 153.882 346.868 359.999 349.908 709.906

349.908

791 125/9 A+0 190.812 171.032 361.844 196.026 171.359 367.385 349.908 340.073 689.981



Span (m)



340.073

792 126/0 16d 43' 21" LT C+0 3611.700 169.041 200.624 369.665 168.714 200.829 369.543 340.073 400.000 740.073

400.000

793 126/1 A+0 199.376 184.887 384.263 199.171 179.919 379.090 400.000 400.000 800.000

400.000

794 126/2 A+3 215.113 204.530 419.643 220.081 206.019 426.100 400.000 400.000 800.000 ROAD

400.000

795 126/3 A+0 195.470 186.579 382.049 193.981 182.167 376.148 400.000 400.000 800.000

400.000

796 126/4 A+3 213.421 214.746 428.167 217.833 219.593 437.426 400.000 400.000 800.000

400.000

797 126/5 A+0 185.254 197.899 383.153 180.407 197.148 377.555 400.000 400.364 800.364

400.364

798 126/6 A+0 202.465 190.635 393.100 203.216 187.557 390.772 400.364 399.996 800.360 NALA

399.996

799 126/7 A+3 209.361 213.408 422.769 212.439 217.815 430.254 399.996 400.000 799.996

400.000

800 126/8 A+0 186.592 189.215 375.807 182.185 185.669 367.854 400.000 400.000 800.000 ROAD

400.000

801 126/9 A+3 210.785 208.460 419.245 214.331 211.241 425.572 400.000 400.000 800.000

400.000

802 126/10 A+0 191.540 193.374 384.914 188.759 191.195 379.954 400.000 400.000 800.000

400.000

803 126/11 A+3 206.626 209.002 415.629 208.805 211.962 420.767 400.000 400.000 800.000 ROAD

400.000

804 127/0 12d 21' 41" RT B+0 4800.360 190.998 193.721 384.719 188.038 191.657 379.695 400.000 400.000 800.000 ROAD

400.000

805 127/1 A+3 206.279 212.123 418.403 208.343 216.109 424.452 400.000 400.000 800.000 ROAD

400.000

806 127/2 A+0 187.877 189.373 377.250 183.891 185.879 369.770 400.000 400.000 800.000

400.000

807 127/3 A+3 210.627 211.530 422.157 214.121 215.321 429.441 400.000 400.000 800.000

400.000

808 127/4 A+0 188.470 190.408 378.878 184.679 187.254 371.934 400.000 400.000 800.000

400.000

809 127/5 A+3 209.592 209.612 419.205 212.746 212.773 425.518 400.000 400.000 800.000

400.000

810 127/6 A+0 190.388 189.906 380.293 187.227 186.587 373.815 400.000 400.000 800.000

400.000

811 127/7 A+3 210.094 195.730 405.824 213.413 194.326 407.739 400.000 400.000 800.000



Span (m)



400.000

812 127/8 A+3 204.270 197.364 401.635 205.674 196.498 402.172 400.000 400.000 800.000

400.000

813 127/9 A+0 202.636 190.371 393.006 203.502 187.205 390.707 400.000 400.000 800.000

400.000

814 127/10 A+3 209.629 205.767 415.396 212.795 207.663 420.458 400.000 400.000 800.000 ROAD

400.000

815 127/11 A+0 194.233 202.208 396.441 192.337 202.933 395.271 400.000 400.000 800.000

400.000

816 128/0 9d 0' 04" RT B+0 4800.000 197.792 200.022 397.815 197.067 200.687 397.754 400.000 396.000 796.000

396.000

817 128/1 A+0 195.978 200.679 396.657 195.313 201.560 396.873 396.000 396.000 792.000 ROAD - 2

396.000

818 128/2 A+0 195.321 196.921 392.241 194.440 196.566 391.006 396.000 396.000 792.000

396.000

819 128/3 A+0 199.079 195.396 394.475 199.434 194.539 393.973 396.000 396.000 792.000 ROAD

396.000

820 128/4 A+0 200.604 195.613 396.218 201.461 194.829 396.290 396.000 396.000 792.000

396.000

821 128/5 A+0 200.387 198.817 399.204 201.171 199.086 400.257 396.000 396.000 792.000

396.000

822 128/6 A+0 197.183 197.578 394.761 196.914 197.766 394.680 396.000 394.013 790.013

394.013

823 128/7 A+0 196.435 192.435 388.870 196.247 190.279 386.527 394.013 397.987 792.000 LT LINE

397.987

824 128/8 A+0 205.552 166.669 372.220 207.708 157.020 364.727 397.987 392.039 790.026

392.039

825 129/0 54d 48' 44" RT D+9 3560.039 225.370 152.456 377.826 235.019 162.432 397.451 392.039 244.222 636.261

244.222 500 K V

826 130/0 55d 00' 00" LT D+6 244.222 91.766 219.505 311.271 81.790 225.917 307.707 244.222 400.000 644.222

400.000

827 131/0 21d 35' 37" LT C+0 400.000 180.495 197.982 378.477 174.083 197.641 371.724 400.000 398.036 798.036

398.036

828 131/1 A+0 200.054 219.556 419.611 200.395 226.972 427.367 398.036 394.000 792.036

394.000

829 131/2 A+0 174.444 197.513 371.957 167.028 197.682 364.710 394.000 394.000 788.000

394.000

830 131/3 A+0 196.487 195.063 391.550 196.318 194.427 390.745 394.000 394.000 788.000

394.000

831 131/4 A+0 198.937 184.459 383.396 199.573 180.337 379.910 394.000 394.000 788.000



Span (m)



394.000

832 131/5 A+3 209.541 206.078 415.619 213.663 209.062 422.726 394.000 394.000 788.000 ROAD

394.000

833 131/6 A+0 187.922 198.246 386.168 184.938 198.655 383.593 394.000 394.000 788.000

394.000

834 131/7 A+0 195.754 195.091 390.845 195.345 194.463 389.808 394.000 394.000 788.000 ROAD

394.000

835 131/8 A+0 198.909 196.620 395.530 199.537 196.495 396.032 394.000 394.000 788.000 ROAD

394.000

836 131/9 A+0 197.380 185.065 382.445 197.505 181.141 378.646 394.000 394.000 788.000

394.000

837 131/10 A+3 208.935 213.914 422.849 212.859 219.474 432.333 394.000 394.000 788.000 CANEL, ROAD

394.000

838 131/11 A+0 180.086 191.840 371.926 174.526 190.144 364.670 394.000 394.000 788.000 ROAD

394.000

839 132/0 22d 29' 0" RT C+0 4732.036 212.425 192.089 404.514 217.496 189.543 407.039 394.000 399.668 793.668

399.668

840 132/1 A+3 207.579 212.835 420.414 210.125 217.128 427.253 399.668 399.554 799.222

399.554 NALA

841 132/2 A+0 186.719 197.090 383.808 182.426 196.461 378.888 399.554 398.000 797.554

398.000

842 132/3 A+0 200.910 197.723 398.633 201.539 197.303 398.842 398.000 398.000 796.000

398.000 ROAD

843 132/4 A+0 200.277 197.713 397.990 200.697 197.290 397.986 398.000 398.000 796.000

398.000

844 132/5 A+0 200.287 198.062 398.349 200.710 197.753 398.464 398.000 398.000 796.000

398.000 ROAD

845 132/6 B+0 199.938 186.406 386.344 200.247 182.265 382.512 398.000 398.000 796.000

398.000

846 132/7 A+3 211.594 210.083 421.678 215.735 213.727 429.462 398.000 398.000 796.000

398.000

847 132/8 A+0 187.917 188.350 376.267 184.273 184.849 369.122 398.000 398.000 796.000

398.000 ROAD

848 132/9 A+3 209.650 210.686 420.336 213.151 214.528 427.679 398.000 398.000 796.000

398.000

849 132/10 A+0 187.314 198.302 385.616 183.472 198.073 381.545 398.000 398.000 796.000

398.000

850 132/11 A+0 199.698 186.267 385.965 199.927 182.081 382.008 398.000 398.000 796.000

398.000

851 132/12 A+3 211.733 209.027 420.760 215.919 212.323 428.242 398.000 398.000 796.000



Span (m)



398.000

852 133/0 4d 38' 32" RT B+0 5177.222 188.973 185.565 374.539 185.677 182.075 367.752 398.000 392.365 790.365

392.365

853 133/1 A+3 206.800 209.351 416.150 210.290 212.429 422.719 392.365 399.974 792.339

399.974

854 133/2 A+0 190.623 188.369 378.992 187.545 187.823 375.368 399.974 380.058 780.032

380.058

855 133/3 A+0 191.689 189.221 380.910 192.235 185.682 377.917 380.058 399.974 780.032


856 133/4 A+3 210.753 209.155 419.908 214.292 212.935 427.228 399.974 395.310 795.284

395.310

857 134/0 48d 33' 47" LT D+0 1967.681 186.155 140.219 326.374 182.375 139.505 321.879 395.310 284.784 680.094

284.784

858 134/1 A+0 144.565 111.291 255.856 145.279 101.860 247.140 284.784 279.956 564.740

279.956

859 135/0 39d 57' 27" LT D+6 564.740 168.665 135.664 304.329 178.096 141.593 319.688 279.956 235.260 515.216

235.260 500 KV

860 136/0 50d 26' 36" RT D+3 235.260 99.596 210.947 310.543 93.667 214.546 308.213 235.260 400.000 635.260

400.000

861 137/0 31d 18' 08" RT D+0 400.000 189.053 190.957 380.010 185.454 187.984 373.438 400.000 400.000 800.000

400.000

862 137/1 A+3 209.043 209.420 418.463 212.016 212.517 424.533 400.000 400.000 800.000

400.000

863 137/2 A+0 190.580 192.535 383.114 187.483 190.080 377.563 400.000 400.000 800.000

400.000 ROAD

864 137/3 A+3 207.465 211.382 418.847 209.920 215.124 425.043 400.000 400.000 800.000

400.000

865 137/4 A+0 188.618 191.244 379.862 184.876 188.365 373.241 400.000 400.000 800.000

400.000 NALA

866 137/5 A+3 208.756 203.172 411.928 211.635 204.214 415.849 400.000 400.000 800.000

400.000

867 137/6 A+3 196.828 216.006 412.835 195.786 221.268 417.054 400.000 400.000 800.000

400.000

868 138/0 19d 52' 04" RT C+0 2800.000 183.994 183.148 367.142 178.732 182.275 361.007 400.000 371.607 771.607

371.607

869 138/1 A+0 188.459 182.341 370.800 189.332 182.453 371.785 371.607 364.000 735.607


870 138/2 A+0 181.659 182.185 363.844 181.547 182.246 363.793 364.000 364.000 728.000

364.000 ROAD

871 138/3 A+0 181.815 185.552 367.367 181.754 186.720 368.474 364.000 364.000 728.000



Span (m)

43TOWER LOC. ANGLE OF TURN TYPE OF SEC Crossing Details


364.000 ROAD

872 138/4 A+0 178.448 181.993 360.441 177.280 181.990 359.271 364.000 364.000 728.000

364.000

873 138/5 A+0 182.007 180.596 362.604 182.010 180.135 362.145 364.000 364.000 728.000

364.000 NALA

874 138/6 A+0 183.404 182.244 365.648 183.865 182.325 366.190 364.000 364.000 728.000

364.000

875 139/0 49d 01' 33" LT D+0 2555.607 181.756 181.922 363.678 181.675 181.058 362.733 364.000 369.104 733.104

369.104 NALA , ROAD

876 139/1 A+0 187.182 179.947 367.129 188.046 179.915 367.962 369.104 360.089 729.193

360.089 LT LINE ,ROAD

877 139/2 A+0 180.142 190.386 370.528 180.174 190.514 370.688 360.089 379.991 740.080

379.991

878 139/3 A+0 189.605 185.575 375.181 189.477 185.766 375.243 379.991 369.992 749.983

369.992

879 139/4 A+0 184.417 183.906 368.323 184.226 183.553 367.779 369.992 369.962 739.954

369.962

880 139/5 A+0 186.056 189.077 375.133 186.409 188.775 375.184 369.962 379.992 749.954

379.992

881 139/6 A+0 190.915 183.792 374.707 191.217 180.108 371.325 379.992 389.991 769.983

389.991

882 139/7 A+3 206.199 205.526 411.725 209.883 208.987 418.870 389.991 389.992 779.983

389.992

883 139/8 A+0 184.466 193.098 377.564 181.005 192.909 373.914 389.992 387.345 777.337

387.345

884 140/0 12d 20' 59" LT B+0 3396.458 194.247 184.825 379.072 194.436 184.328 378.764 387.345 372.675 760.020

372.675

885 140/1 A+0 187.850 180.941 368.790 188.347 181.246 369.593 372.675 360.024 732.699

360.024

886 140/2 A+0 179.083 189.175 368.258 178.778 188.908 367.686 360.024 379.975 739.999

379.975

887 140/3 A+0 190.800 179.654 370.454 191.067 179.535 370.602 379.975 360.026 740.001

360.026

888 140/4 A+0 180.372 187.298 367.671 180.491 186.414 366.905 360.026 379.975 740.001

379.975

889 140/5 A+3 192.677 180.634 373.311 193.561 180.838 374.399 379.975 360.024 739.999

360.024

890 140/6 B+0 179.390 178.946 358.336 179.186 178.597 357.783 360.024 360.011 720.035

360.011 ROAD

891 140/7 A+0 181.065 190.999 372.064 181.414 191.329 372.743 360.011 379.990 740.001



Span (m)



379.990 LT LINE

892 140/8 A+0 188.991 184.954 373.945 188.661 184.937 373.598 379.990 370.010 750.000

370.010

893 140/9 A+0 185.056 190.707 375.763 185.073 190.942 376.014 370.010 379.988 749.998

379.988 NALA

894 140/10 A+0 189.281 184.646 373.927 189.046 184.530 373.576 379.988 369.999 749.987

369.999

895 140/11 A+0 185.353 179.002 364.355 185.469 178.673 364.142 369.999 360.003 730.002

360.003

896 140/12 A+0 181.001 182.986 363.987 181.330 182.767 364.097 360.003 367.300 727.303

367.300

897 141/0 14d 26' 28" RT B+0 4800.000 184.314 189.218 373.532 184.533 185.673 370.206 367.300 400.000 767.300

400.000

898 141/1 A+3 210.782 197.978 408.760 214.327 197.313 411.639 400.000 400.000 800.000

400.000 ROAD

899 141/2 A+3 202.022 210.182 412.204 202.687 213.529 416.216 400.000 400.000 800.000

400.000 LT LINR

900 141/3 A+0 189.818 189.211 379.029 186.471 185.664 372.135 400.000 400.000 800.000

400.000

901 141/4 A+3 210.789 200.782 411.571 214.336 201.039 415.375 400.000 400.000 800.000

400.000

902 141/5 A+3 199.218 200.843 400.061 198.961 201.120 400.081 400.000 400.000 800.000

400.000

903 141/6 A+3 199.157 210.398 409.555 198.880 213.816 412.696 400.000 400.000 800.000

400.000 ROAD

904 141/7 A+0 189.602 190.657 380.259 186.184 187.586 373.770 400.000 400.000 800.000

400.000 NALA

905 141/8 A+3 209.343 210.347 419.690 212.414 213.749 426.163 400.000 400.000 800.000

400.000

906 141/9 A+0 189.653 188.204 377.856 186.251 184.325 370.577 400.000 400.000 800.000

400.000

907 141/10 A+3 211.796 198.059 409.855 215.675 197.420 413.095 400.000 400.000 800.000

400.000

908 141/11 A+3 201.941 208.952 410.893 202.580 211.895 414.474 400.000 400.000 800.000


909 142/0 00d 09' 48" LT B+0 4800.000 191.048 195.282 386.330 188.105 194.931 383.036 400.000 392.699 792.699

392.699

910 142/1 A+0 197.417 189.040 386.457 197.768 188.722 386.490 392.699 380.017 772.716

380.017

911 142/2 A+0 190.977 181.100 372.077 191.295 181.462 372.757 380.017 359.998 740.015



Span (m)



359.998

912 142/3 A+0 178.898 188.565 367.463 178.536 188.090 366.626 359.998 380.018 740.016

380.018

913 142/4 A+0 191.453 166.262 357.715 191.928 158.472 350.400 380.018 379.912 759.930

379.912 ROAD

914 142/5 A+0 213.650 188.979 402.629 221.440 188.641 410.081 379.912 380.016 759.928

380.016

915 142/6 B+0 191.037 185.188 376.225 191.375 183.603 374.978 380.016 380.018 760.034

380.018 ROAD

916 142/7 A+0 194.830 189.259 384.089 196.415 192.298 388.713 380.018 360.026 740.044

360.026

917 142/8 A+0 170.767 188.955 359.723 167.728 188.609 356.337 360.026 380.018 740.044

380.018

918 142/9 A+0 191.063 179.455 370.517 191.409 175.985 367.394 380.018 380.018 760.036

380.018

919 142/10 A+3 200.563 199.264 399.827 204.033 202.324 406.357 380.018 379.911 759.929

379.911 NALA

920 142/11 A+0 180.647 180.131 360.778 177.587 180.156 357.744 379.911 360.104 740.015

360.104 ROAD

921 142/12 A+0 179.973 164.130 344.103 179.948 156.619 336.567 360.104 373.952 734.056

373.952

922 143/0 36d 49' 07" LT D+6 4886.707 209.822 104.722 314.544 217.333 98.704 316.036 373.952 246.055 620.007

246.055 220 KV LINE

923 144/0 45d 08' 43" RT D+9 246.055 141.333 220.840 362.173 147.351 230.977 378.329 246.055 380.005 626.060

380.005

924 144/1 A+0 159.165 194.931 354.096 149.028 196.564 345.592 380.005 379.926 759.931

379.926

925 144/2 A+0 184.995 191.613 376.608 183.362 192.133 375.495 379.926 380.062 759.988

380.062

926 144/3 A+0 188.449 175.587 364.036 187.929 174.072 362.000 380.062 360.391 740.453

360.391 RIVER

927 144/4 A+0 184.804 194.606 379.410 186.319 192.899 379.219 360.391 399.597 759.988

399.597 ROAD, ROAD, LT LINE, RIVER

928 144/5 A+3 204.991 200.265 405.256 206.698 203.648 410.346 399.597 379.951 779.548

379.951

929 144/6 B+0 179.686 187.402 367.088 176.303 186.538 362.841 379.951 380.062 760.013

380.062

930 144/7 A+0 192.660 191.688 384.348 193.524 192.233 385.756 380.062 380.063 760.125

380.063

931 144/8 A+0 188.375 194.380 382.755 187.830 192.543 380.373 380.063 399.938 780.001



Span (m)



399.938 ROAD

932 144/9 A+0 205.558 189.387 394.945 207.395 185.913 393.308 399.938 399.912 799.850

399.912

933 144/10 A+3 210.525 199.235 409.759 213.999 202.256 416.255 399.912 380.089 780.001

380.089

934 144/11 A+0 180.854 186.452 367.307 177.833 186.921 364.754 380.089 370.056 750.145

370.056

935 144/12 A+0 183.604 183.446 367.049 183.135 183.931 367.066 370.056 363.943 733.999

363.943

936 145/0 15d 09' 14" RT C+0 4953.995 180.497 190.917 371.414 180.012 187.931 367.943 363.943 400.000 763.943

400.000

937 145/1 A+3 209.083 210.981 420.064 212.069 214.920 426.989 400.000 398.000 798.000

398.000

938 145/2 A+0 187.019 190.870 377.888 183.080 187.868 370.948 398.000 400.000 798.000

400.000

939 145/3 A+3 209.130 205.395 414.526 212.132 207.498 419.630 400.000 398.000 798.000

398.000

940 145/4 A+0 192.605 197.580 390.185 190.502 196.784 387.287 398.000 400.000 798.000

400.000

941 145/5 A+3 202.420 204.112 406.531 203.216 205.792 409.007 400.000 398.000 798.000

398.000

942 145/6 A+0 193.888 191.001 384.889 192.208 188.043 380.251 398.000 400.000 798.000

400.000 LT LINE , ROAD , RIVER

943 145/7 A+3 208.999 198.983 407.982 211.957 198.977 410.935 400.000 398.000 798.000

398.000

944 145/8 A+3 199.017 206.195 405.212 199.023 208.231 407.254 398.000 400.000 798.000

400.000

945 145/9 A+0 193.805 203.258 397.063 191.769 204.658 396.426 400.000 398.000 798.000

398.000

946 145/10 A+0 194.742 164.529 359.271 193.342 153.229 346.571 398.000 397.801 795.801

397.801

947 146/0 45d 14' 44" LT D+9 4387.801 233.272 159.475 392.747 244.572 170.867 415.439 397.801 249.640 647.441

249.640 LT LINE , 220 K V D/C T.L

948 147/0 27d 26' 41" RT C+3 249.640 90.165 208.419 298.585 78.773 211.187 289.960 249.640 400.000 649.640

400.000

949 147/1 A+0 191.581 194.270 385.851 188.813 192.387 381.199 400.000 400.000 800.000

400.000 RIVER , LT LINE

950 147/2 A+3 205.730 213.182 418.911 207.613 217.515 425.129 400.000 400.000 800.000

400.000

951 147/3 A+0 186.818 188.015 374.833 182.485 184.075 366.559 400.000 400.000 800.000



Span (m)



400.000

952 147/4 A+3 211.985 209.410 421.395 215.925 212.504 428.429 400.000 400.000 800.000

400.000 RIVER

953 147/5 A+0 190.590 189.454 380.044 187.496 185.987 373.483 400.000 400.000 800.000

400.000

954 147/6 A+3 210.546 208.325 418.871 214.013 211.062 425.075 400.000 400.000 800.000

400.000

955 147/7 A+0 191.675 188.278 379.953 188.938 184.424 373.362 400.000 400.000 800.000

400.000

956 147/8 A+3 211.722 214.870 426.593 215.576 219.759 435.335 400.000 400.000 800.000

400.000

957 147/9 A+0 185.130 197.883 383.013 180.241 197.188 377.429 400.000 400.000 800.000

400.000

958 147/10 A+0 202.117 185.996 388.113 202.812 181.392 384.205 400.000 400.000 800.000

400.000 NH 93 ,LT LINE

959 147/11 A+3 214.004 210.111 424.115 218.608 213.435 432.043 400.000 400.000 800.000

400.000 ROAD ,LT LINE

960 148/0 02d 05' 01" LT B+0 4800.000 189.889 189.326 379.215 186.565 185.817 372.381 400.000 400.000 800.000

400.000 ROAD

961 148/1 A+3 210.674 211.254 421.928 214.183 214.954 429.137 400.000 400.000 800.000

400.000

962 148/2 A+0 188.746 188.996 377.742 185.046 185.378 370.424 400.000 400.000 800.000

400.000 LT LINE

963 148/3 A+3 211.004 210.529 421.534 214.622 213.991 428.613 400.000 400.000 800.000

400.000 LT LINE

964 148/4 A+0 189.471 199.248 388.719 186.009 199.001 385.011 400.000 400.000 800.000

400.000

965 148/5 A+0 200.752 190.607 391.358 200.999 187.519 388.517 400.000 400.000 800.000

400.000

966 148/6 A+3 209.393 209.181 418.574 212.481 212.199 424.681 400.000 400.000 800.000

400.000

967 148/7 A+0 190.819 194.237 385.056 187.801 192.342 380.143 400.000 400.000 800.000

400.000

968 148/8 A+3 205.763 210.448 416.212 207.658 213.883 421.541 400.000 400.000 800.000

400.000

969 148/9 A+0 189.552 189.151 378.702 186.117 185.584 371.701 400.000 400.000 800.000

400.000

970 148/10 A+3 210.849 208.045 418.895 214.416 210.690 425.106 400.000 400.000 800.000

400.000

971 149/0 52d 48' 09" RT D+0 4400.000 191.955 162.719 354.674 189.310 162.188 351.497 400.000 328.670 728.670



Span (m)



328.670 ROAD

972 149/1 A+0 165.951 168.902 334.853 166.482 168.572 335.054 328.670 339.811 668.481

339.811

973 149/2 A+0 170.909 129.626 300.535 171.239 120.660 291.899 339.811 313.797 653.608

313.797

974 150/0 07d 51' 20" LT B+6 982.278 184.171 136.189 320.361 193.137 141.511 334.649 313.797 240.000 553.797

240.000 RAIL LINE

975 151/0 07d 32' 37" RT C+3 240.000 103.811 189.915 293.725 98.489 198.730 297.218 240.000 326.200 566.200


976 151/1 A+0 136.285 171.792 308.077 127.470 172.366 299.837 326.200 340.087 666.287

340.087 ROAD

977 151/2 A+0 168.295 149.059 317.354 167.721 148.772 316.493 340.087 299.862 639.949

299.862

978 151/3 A+0 150.803 123.661 274.465 151.090 114.999 266.089 299.862 300.023 599.885

300.023

979 152/0 2d 22' 28" LT B+6 1266.172 176.362 121.013 297.374 185.024 121.487 306.512 300.023 239.139 539.162

239.139 132 K V T.L LINE

980 153/0 13d 30' 05" LT B+6 239.139 118.126 183.617 301.743 117.652 191.218 308.870 239.139 320.992 560.131

320.992

981 153/1 A+0 137.375 159.206 296.581 129.774 158.953 288.727 320.992 319.955 640.947

319.955

982 153/2 A+0 160.749 143.278 304.027 161.002 140.438 301.440 319.955 303.835 623.790

303.835

983 154/0 31d 34' 33" RT D+3 944.782 160.557 86.413 246.970 163.397 75.984 239.380 303.835 236.276 540.111

236.276 220 K V T L LINE

984 154/1 A+9 149.863 185.433 335.296 160.292 197.103 357.396 236.276 299.866 536.142

299.866

985 154/2 A+0 114.433 180.185 294.619 102.763 181.057 283.819 299.866 355.070 654.936

355.070 SH- 84 ROAD

986 155/0 DEAD END A+0 891.212 174.885 174.013 355.070

( B ) 182029.717

369325.493



Length of the Line (AP70/0 -

AP155/0) (m) :

Total length of Line (m) [ A +B ]


Span (m)

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. 10

220 KV. 2

400 KV. 5

500 KV. 2

CROSSING SCHEDULE

Sl. No. Major Xing No. of Xing Remarks

From To

1 Railway Line 4 75/0 76/0 Banda to Kanpur.(non electrification)

84/0 85/0 Jhansi to Kanpur.(non electrification)

100/0 101/0 Tundla to Kanpur.(non electrification)

150/0 151/0 Shikohabad toFarrukhabad.(non electrification)

2 National Highway 5 001/0 002/0 NH 76

70/0 71/0 NH 86

88/0 89/0 NH 2

123/0 124/0 NH 91

147/10 147/11 NH 93

3 State Highway 2 13/4 13/5

154/2 155/0 Shikdhabad to Mainpuri.

4 500 kV 4 94/0 95/0 Rhind nagar to Delhi (S/C)

111/0 112/0 Rhind nagar to Delhi.(D/C)

135/0 136/0 Rohtak to Delhi.(S/C)

129/0 130/0 Rhind nagar to Delhi.(D/C)

5 400 kV 5 42/0 43/0 RHD. To KNP.(S/C)

96/0 97/0 Kanpur to Ettawah.(D/C)

97/1 97/2 Auriyya to Kanpur.

98/0 99/0 Agra to Kanpur.(S/C)

119/0 120/0 Unnao to Anpara.(S/C)

6 220 kV 3 143/0 144/0 Phaphund to Mainpuri.(D/C)

146/0 147/0 Phaphund to Mainpuri.(D/C)

154/0 154/1 Mainpuri to Firozadad.(S/C)

7 132 kV 10 003/0 004/0 Tower no 82 Tower no 83.

20/0 21/0 R S Tower no 50 to Tower no 51.

24/0 25/0 K S Tower no 37 to Tower no 38

48/0 49/0 Tower no 179 to Tower no 180.

61/0 62/0 M U Tower no 82 to Tower no 83

72/0 73/0 (S/C)

87/3 87/4 Mitalila to Kanpur. (S/C)

100/0 101/0 Tower no 100 to Tower no 101 (D/C)

104/0 105/0 Phaphund to Kanpur (S/C)

Major Croxing Details of 765 kV Tr. Line from Bara to Mainpuri

Location Number

152/0 153/0 Mainpuri T L (S/C)

8 Major River 1 007/1 007/2 Yamuna River

TYPE OF TOWER NO.OF TOWERA+0 656

A+3 153

A+6 3

A+9 2

A+12 1

B+0 60

B+3 4

B+6 3

B+9 2

B+12 3

C+0 37

C+3 9

C+6 4

C+9 2

C+12 1

C+18 2

D+0 21

D+3 4

D+6 5

D+9 9

D+12 1

SPL + 0 2

SPL + 90 2

TOTAL TOWER = 986

AP 1 TO AP 155

TYPE OF TOWER NO.OF TOWERA+0 656

A+3 153

A+6 3

A+9 2

A+12 1

B+0 60

B+3 4

B+6 3

B+9 2

B+12 3

C+0 37

C+3 9

C+6 4

C+9 2

C+12 1

C+18 2

D+0 21

D+3 4

D+6 5

D+9 9

D+12 1

SPL + 0 2

SPL + 90 2

AP 1 TO AP 155

TOTAL TOWER = 986

TOWER SUMMERY

,.

iI

':)0.. ,

Page 2 of4

'f.,: .•...~

~f" i, "\...,. , L, ~; i$»:";~~ •. ,

'j;l~'~' , '

TOWER SPOTTING DATA FOR:l . 765KV SIC TRANSMISSION LINE FOR WIND'ZONE 4 (47m/sec)

,

..-c-

lower TypeSr.No. Description: "

~', " A 8. , ' C D

,; , •.

1 MAXIMUM ANGl~ OF D~YIATION"j.

OQ-2° 00' •. 15° - 30° 30' -,600,, "i

f .DOWNWARDS ,OOWNWARDi DOWNWARD 1 DOWNWARD I

UPWARD UPWARD . UPwARDI" ,. 'il,

.._.,

l " ~AAX I MIN MAXIMIN MAX I MIN",: ., MAX I MIN

•2 VERTICAL lOAD liMITATION ON W~IGHT

, SPAN (FOR BOTH GW & CON~UCTOR)•. ,

, (I) ON BOTH SPANS (m) 600 1200, 6001200 600/0 60010(Ii) ON ONE SPAN (m) 360/100

~360/100 360/-200 3601-300, ,

)Cv. Anole~Spa Dev. Annle.Soon Dev. AnnIe-Soan ev. Anole-Soo,•.

" 0° - 800 15°-800 30'. 800 ' 60° - 800PERMISSIBLESUM OF ADJACENT SPANS IN & below 29' - 838 59'.834METERS FOR VARIOUS DEYIATION ANGLES 28',875 58'.868

I (SUBJECTTO AVAILABILTY OFMINIMUM , .270 - 913' 57'.902SPECIFIED LIVE METAL CLEAR..).NCES). , 26'.951 56'.9363

, 25' ..989 ','

'I" PERMISSIBLEONE SPAN FOR YARIOUS •. 550' - 971DEVIATION ANGLES SHouLD NOT EXCEED

", , 24'-1027 54'.100560% OF THE YALUE SHOWN fOR SUM OF 23' -1065 53'.1040ADJACENT SPANS 22'.1103 52' - 1075

21'.1142 51'-111020'.1180 50°-1145

"

&beldw 49'.1181& below

4 +18j+2Sm Extn. for tower type B • ,~.'>l'.

PERMISSIBLESUM OF ADJACENT SPANS IN 5'.600METERS FOR VARIOU~ DEVIATION ANGLES 4' ..640

(SUBJECT TO AYAllABllTY OF MINIMUM 3° - 680SPECIFIED LIVE METAL CLEARANCES). 2'.720PERMISSIBLE ONE SPAN FOR YARIOUS lO~760

, DEVIATION ANGLES SHOULD NOT EXCEED O' - 80060% 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'- 720

•. METERS FOR VARIOUS DEViAtiON ANGLES 49'.762(SUBJECT TO AVAllABllTY OF MINIMUM

, •.... . 48'.804, SPECIFIED LIVE METAL CLEARANCES). 47' - 846

PERMISSIBLE ONE SPAN FOR VARIOUS , 46° - 883DEVIATION ANGLES SHOULD NOT EXCEED 45'.93060% OF THE VALUE SHOWN FOR SUM OF .. & belowADJACWT SPANS'

I~ :l,

r,•.-

oo()

(){}

r:',.~

(;)

()

(',~f)

i! 0..

0-f).'0Q

Q

r.(,."

General Details: .

i Normal Span:

Desinn Wind Soon

NCBWC

ii All spans are in meteriii AU loads are in Kgs

A400240

400

8400240

C400240

o400240

,.•

•(

L

0()

C(,

011

(}

L(;

()

(>III

C;

0C

•Iv The towers ore clossified as follows:

Type ofDeviation limit Typical useTower

A 0° To be used as tangent tower with IVI suspensionstrinn

0°_15' Tobe used as angle tower with VVV insulator

B ~..__ ...__ ..._ ..._._- "-- .~.~~£L."'_"__M'_" __ ---""--""~ __ '____ '_'_:;n"" ____ ' ..

0° To be used for major obstacle crossing at 0 withWV insulator sfrinoTo be used as medium angle tower with tensionL':15~9.!.~!..~.~~£I...__..._...____ .__..__...._ ..__..........._.___

0°_3d' To be used as tension tower for uplift forcesresulting from an uplift span upto 200m underCbroken wire condition

..........._._ ....._.__ ...._ .....- ~~£!I9.b:~!2~~!)9i~:~Tcosf2S!~::£Q~Q~H!2."6~:::=:::==0° To be used with a deviation limit as a

transnoo;ition towerTo be used as Jorge angle tower with tension~~~?-!.9.~.~~~~..~.______ ...___._.__..__.,..._.~.._-

30°_60° To be used as tension tower for uplift forcesresulting from an uplift sppn upto 300m underbroken wire condition

....__ ._...._--,_ ......__ .~,~~~!~6::~9~~!::r.~L9!i![~sC.9~~:s£6:~Ef£~:=~::=--=~:0 ......._,........__Q~..".._.._._. ,~_<?:2:E:~.~~_c::!e'?,.~~.~_~.____ .__ .____..,_.___......_..,__._

0°-30° Dead end with aO_lsOdeviation 0'.1 line side and00-lEfJ deviation on sub-station side (slack span)

._-....~._......_--_._._ ..~.

Anchor lower for river crossing with 0° deviationon crossing side and 0°_30° devialion on line side

ElECTRICAL CLEARANCE FOR RAILWAY CROSSING:

••.Prior approval of Railway Authority is10be 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 10be obtained in each case,•••For elecfrified railways or railways proposed 10be electrified. the clearance between the highest

traction conductor & the crossing ]65KV conductor shall not be less than 18.0M under maximumsag tension condition

II-- The railway crossing span sholl be limited to 300M••.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

Broken wire Conditions:

. ...."

~ ."

The number of consecutive spans between the sedion poinfs sholl notexeed 15. or 5 Km in plain tertoin and10 spans or 3 Kms in.hilly terrair;'l.A section point shall comprise of tension point with C type or 0 type towersas applicable. <;

."

TELECOMMUNICATION LINE CROSSING:The angle of crossing shall be 9Snear' fo 90 deg as possible. However. deviation to the extent of 60 deg maybe permitted underexeptiondHy difficull situations. fOf'C::rossing angle below 60 deg; mol1er shall be referredto the authorities. Minimum clearance between 765KV conductors dnd telecommunication lines shall be7.5m with maximuni conductor sag.

For all National Highway C(bSsi~gs,tension tower is to be used and fhe Crossing span is tiOI 10 exeed 250m.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 MinimumSpedfied Live Metal cieor6nce & Minimum Ground Clearance are available.

. ~ Ii . .Tower type C shail be used for: transposion with 0 deg deviation with modification of Cross-arms.

~~ ,r~ . "

Extra ground clearohce for oiHndividual span 10be prOVided when equivalent :span is less than the normalspan {400m} and shall be colculcifed as pet formula as follows:

" '- 'j"' •. ' , ,

~' [(2.181 /8)XSpan1)x(1 IT," TIT,)Wherein, !1 t

T1 = Tension as per stringing chart of sSOCT2=oTension'os per sag "templote of aSOc

if "Vertical load of individual spans are acting downwards for suspension fowers ..

IMinimum ground clearance required: 15m

".ii'..

Suspension Tower (A & B) I' Anyone phase loll sub-conductorsJ or eorthwirebroken

Medium Angle Tower {C} Anyone phose (Oilsub-conductors) or earthwire, broken. AU phases (oil sub-eonduclors) ond earthwires

Large Angle I Dead End Towel (bIDE)broken on the one span and an phases {all, sUbconductorsJ and eorthwires intact in IheadjaCent span .

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Design 'Load Tensions:

ForGround Wire: 3079:Kgs (at 3:tC & 75%Wind) for Tower types A B. 83775,:Kgs(at 32°C & Full Wind) for Tower type, C & 0

!~ .~

DeviationAnglf?"f . "I(,~ 0 '1SJ 30Tension K ,. at 32° FW. ."13775 3743 3646

, 4t t . . 'For Conductor: 7895Kgs (01 32"C & 75% Wind) for Tower type, A & 8.

,. 9677:Kgs (at 32°C & FullWind) for Tower type, C & 0~~. ~

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Deviation AngleTansion Kas ot 32° tW

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PROJECT: 765KV SIC TRANSMISSION LINECllENT: 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 35.05

WT Of CONDUCTOR: Kg/m 2.181

ULTIMATE TENSILE STRENGTH: ):9 15704

MODULUS OF ELASTICITY : Kg/mm2 6322..MAX WORKING SPAN : 400m

MIN TEMPERATURE: 'c 0

EVERY DAYTEMPERATURE : °c 32

MAX TEMPERATURE: °c 85

COEFF Of LINEAR EXPANSION: f'c 2. I 2E-05

INITIAL F.O.S OR SAG (m)

TYPE 'F' FOR FOS : F

: FOS 4.545 FILL ANY OF THE ISAG

TWO ROW:

INITIAL TEMP: °c 32

INITIAL WIND PRESSURE: Kg/m2 0

RADIAL ICE FORMATION: mm 0

WINO TEMPICE SAG - STRESS TENSION F.O.S

PRESSURE FORMATIONSPAN

(Kg/m')(OCI Imm)

1m} IKg/cm2j (Kg) (%) 1m)

INI 0 32 0 12.626 476.54 3455 22 400

1= 205 32 0 - 1334.73 9677 62 400

75% 154 32 0 - 1088.90 7895 50 400

36% 74 0 0 . 771.78 5595 36 400

0 0 0 11.164 538.94 3907 25 400

. 0 85 0 14.835 405.56 2940 19 400

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 Fwc = PlCdC.GC CdC: 1.00

= 205 Kg/m' Gc: 2.285

100% wind pressure af everyday temperolure : 205 Kg/m'

75% wind pressure at minimum temperature: 154 Kg/m'

36% wind pressure at minimum temperature: 74 Kg/m'

PROJECT; 765KV SIC TRANSMISSION LINECUENT: UPPTCL

WIRE: EARTHWIRE IGSW))~:

q;jAG TENSION CALCULATIONJ{'.!:

Cdc: 1.20Gc: 2.387

257 Kg/m'193 Kg/m'93 Kg/m'

Wind zone- 4Reliobility level- 2

Terrqin Category- 2 (K2= 1.00)

47 m/see

879 N/m'89,6 Kg/m'

Basic wind speed Vb ::

=Design wind pressure Pd =

100% wind pressure af everyday temperature:75% wind pressure at mini~umtemperature:36% wind pressure at minimum temperature:

pressure on conductor Fwe = Pd"Cdc .Gc257 Kg/m'

NAME OF THE CONDUCTOR: GSW 7/3.66 Earlhwire

AREA: mm' 73.65 7/3.66

OJA: mm 10.98WT: Kg/m 0.583

ULTIMATE TENSILE STRENGTH: Kg 6972MODULUS OF ElASTICITY: Kg/mm1 19361

MAX WORKING SPAN: m 400MIN TEMPERATURE: 'c 0

EVERY DAY TEMPERATURE: 'c 32MAX TEMPERATURE: 'c 40

COEFF OF UNEAREXPANSION : fc 1.15E-05INITIAL F.O.s .OR SAG (m)

TYPE 'F' FOR FOS :

FOS FILL ANY OF THE

SAG 10.Q47 lWOROW

INITIAL TEMP: 'c 0INITIAL WIND PRESSURE: Kg/m2 0

RADIAL ICE FORMATION: mm 0'l{.;;t...;., .. ;

';., WINDTEMP iCE SAG STRESS TENSION F.O.s SPAN''.~RESSURE FORMATION

" IKg/m'I l'q (mm)(m) (Kg/cm2

) (Kg) 1%1 (m)

0 0 0 10.047 1575.76 1161 17 400257 32 0 5125.74 3775 54 400

c~",193 32 0 4181.15 3079 44 400~;93 0 0 2730.68 2011 29 400

0 32 0 10,915 1450.44 1068 15 4000 40 0 11.127 1422.85 1048 15 400

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PROJECT: 765KV SIC TRANSMISSION LINECLIENT: UPPTCL

WIRE: PHASE CONDUCTOR

SAG TENSION CALCULATION

NAME OF THE CONDUCTOR: 42/4.57+7/2.54 Phase Conductor..AREA: mm' 725 "QUAD ACSR BERSfMIS"

DIA: mm 35.05WT OF CONDUCTOR: Kg/m 2.181

ULTIMATE TENSILE STRENGTH: Kg 15704MODULUS Of ELASTICITY: Kg/mm2 6322

MAX WORKING SPAN: m 400MIN TEMPERATURE : 'c 0

EVERYDAYrEMPERATURE: 'c 32MAXTEMPERATURE: 'c 85

COEfF OF LINEAR EXPANSION: f'c 2.12E.Q5INITIAL F.0.5 OR SAG (ml

TYPE 'P FOR FOS : F: ros 4.545 FILL ANY OF THE I

SAG TWO ROW:INITIALTEMP: 'c 32

INIflAL WIND PRESSURE: Kg/m2 0RADIAL ICE FORMA nON: mm 0

WINDTEMP ICE SAG STRESSPRESSURE It::NSIQN F.O.S SPANI'c)

FORMATION(Kg/cm2) (Kg)

IKg/m') Imm)1m) 1%) (m)

INI 0 32 0 12.626 476.54 3455 22 400100% 205 32 0 - 1334.73 9677 62 40075% 154 32 0 . 1088.90 7895 50 40036% 74 0 0 - 771.78 5595 36 400

0 0 0 11.164 538.94 3907 25 4000 85 0 14.835 405.56 2940 19 400

Noles:Basic wind speed Vb = 47 m/sec Wind zone- 4

Reiiabilily level- 2Design wind pressure Pd = 879 N/m' Terrain Category- 2 (K2=l.oo)

= 89.6 Kg/m'

Wind pressure on conductor Fwe = Pd~Cdc-Gc CdC: 1.00

= 205 Kg/m' Go: 2.285

100% wind pressure at everyday temperature: 205 Kg/m'75% wind pressure at minimum temperature : 154 Kg/m'36% wind pressure at m~nil11umtemperature: 74 Kg/m'

'.i --_.I' .":t~------------------------------I •":--

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_IllHiZr.ml. , 1/1 . 1I:f:'i. , t

SAG TEMPLATE

765Kv Sic BARA-MAINPURITRANSMISSION LINE

-=TENSIc"CTNO WITENSJ(NO WI~T

Uttar Pradesh Power TransmissionCorporation Limited.

TENSllRACTNO.21/ECTD/L/OB 09 Dld.12.09.0B

_____ ':RACTORRuma Enterprises & ConsultantsSAG E: Pvl. Ltd. Guwahati.GROUl\

. IU.nI,;b.NOR XlI liOOI

.nll wnMAX S 17 01 t 0 OIl.I.:irCltlKG 00 I

CONDUCTOR PROPERTIES

MATERIAL ACSR BERSIMISNOMINAL SIZESTRAJ-'DINGS 42/4.5'+'/2.54

DlAM£TEn. (mm) 35.050

AREA (sq.mm 725.000WEIGHT (kg/m) 2.161

UTS (kg) 15704.000

ELASTICITY(kg/sq.mm) 6322.000

U-ExPANSiON V.C) 0.00002120 '

f. 5'.'.1,

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o 0 ("~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. Lenoth len. Anole of Oet.1 N2S.'2'41.2' E8'"39'231" 566126.017 2788522.801

2 N2S"12'469" E81"39'18.0" 565983177 2788696655 225.009 225.009 30" 12' 45" R Nh 76 l' KV :1No.j

3 N25'14'00.5" E81"39'05,3",

565617.023 2790958.846 2291.632 2516,641 15" 36' 43" L 33KV (1NO) I4 N25'14'06,9" ES1"39'02.'" 565526345 2791155038 216133 2732774 01' 19' 56" R 132 KVTil i5 N2S"'4'43.r i E81°3B'44.S' 565035737 2792284.779 1231669 3964,':'42 02' 00' 55" L f\;1~ ,,6 N25'16'03.2" E81'38'036" 563871 768 2794726292 i 2704.777 6669,219 30~ 06' 15" L ROAD (3NOS,).CANEL (1NO; NAlApNo'

,

7 N2s"'8'15.7" E81.34'32.9~ 557961 660 2798774.041 7163355 13832574 07' 41' 37'" R ROAD (3Nosl.', KV, CANEL.(2Nos.)

0 N25-18'45.7" E81-33'S54" 556908,833 2799725350 1418.955 I 15251529 10' 19' 45~ R YAMUNA RIVER

9 N25-'!9'43.0" E81-33'082" 555582.690 280i449.214 2174.939 17426468 18' 59' 06" L ROAD(2Nos.) i10 N25'20'01.7" E81~32'37.2" 5S4713.301 2802023.439 1041.908 18468,376 25" 47' 55" L ROAD (2Nos.). 14 Il;V (2Nos.l.33 KV

11 N25'20'16.0" E81'30'43,8" 551542.746 2802449065 3198.997 21667373 01'52'18" R ROAD (5No'S) 11 KV (4Nos.). I12 N25'20'314" E81'29'063" 548787.193 2802911.060 2794,014 24461 387 24" 34' 45" R ROAD (3Nos.), 11 KV (2Nos.), CANEL

13 N2S"21'14.3" E81'2T56.0" 546843358 2804226.973 2347,364 26808.751 39" 32' 42" R ROAD {3Nos j, CANEL 11 Il;V

14 N25'22'27 2" E81'2T32.7" 54518G.498 2806464.810 2332248 29141000 43' 18' 25" L K1LNA! NADI (i Tt...,es,j, \1 KV SIH15 N2S"23'11 f E81'26'09,6" 5~3859.858 2807826.283 2595711 31836710 41"51'50- R ROAD {2Nos j. NALA

I 16 N25'25'163" E8.1"2S'26.r 542637.792 2811655.191 4019202 35855913 35"11'59" L ROAD (3Nos ..:KILNAHAI RIVER. CANEL. l T LINE (2Nos)

17 N25'25'40 0" E81"24'S2.1" 541679.021 2812380.274 1202.076 37057989 14' 02' 56" L ROAD (2Nos.), 11KV (2Nos.)

18 N25'26'30A" E81'22'41.2" 538018.864 2813937.681 3977 720 41035,709 55' 15' 15" R 11 KV (2Nos.), ROAD {<lNos.}

19 N25'28'37.0" E81'22'12,9" 537217.657 2817813.~4 3957.955 44993.664 21" 55'18" L 11 KV(2Nos.), ROAD (o1Nos.)

20 N25'30'15,1" E81'21'01.5" 535215,631 2820826.902 3617.669 48611.334 22' 24' 39" R t 1 KV. ROAD (<lNos.), 33 KV

21 N25'30'22.6" E81"20'59,9" 535170,655 2821054.260 231.764 48843.097 36' 00' 08" L 132 KVTIt. , 11 KV

22 N2S"31'47,3" ED1'19'19,9" 532364840 2823653.190 3824.531 52867628 18' 32' 35" L 11 KV. ROAD

23 N25'32'35.5" E81'17'22.7" 529097,559 2825126.002 3583.911 56251.539 20' 23' 00" R '1 KV (2No'SI. ROAD

24 N25'33'33.3" E81'15'18.3" 527298.380 2826903207 2528.534 58780.074 06' 32' 55" R ROAD

25 N25'33'3S,6" E81'16'D,?" 527167865 2827065.516 208.275 58988.348 27' 41' 05" R 132KVTIl.

25 N2S"34'24.S" E81'16'03,8" 526889.821 2828480274 1441.821 60430,169 40.28' 52" L ROAD (2Nos.), 33 KV.

27 N25'35'45,2" E81.'4'12.0" 523766.867 2830955,510 3984.928 64415.097 06' 19' 50" R ROAD

28 N25'36'53.5" E81'12'55,3" 521651,305 2833051.277 2977.891 67392,988 14' 55' 51" L ROAD 12Nos.), 11 KV

29 N25'36'59,9" E81'12'44,0" 521306.566 2833248.709 397.271 67790,259 26' 29' 45" R NIL30 N25'37'41.4" E81'12'13.5" 520456,132 2834523.665 1532.564 59322.823 26" 05' 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,'10',O.2" 5170'5.669 2836526.046 3980.743 73303566 07. 37' 58" R ROAD (3N::I5)

32 N25'40'06.4" E8"08'17.3" 513863.674 2838973.847 3990.840 77294.406 01' 51' 09" l 11 KV (2No5,j, ROAD.

33 N2S'4"21.6" E8,'06'23.3" 510682.892 2841283.127 3930.667 81225.073 08' 23' 33" l ROAD (3Ncs.), 11 KV, POND, NALA

34 N25'42'129" E8l'04'35.'" 507666.529 2942859.2'4 3403.306 84628.380 03' 30' '2" l 11 K:V. CANEL, ROAD (5Nos,), 33KV.

35 N25'43'04,2" E8l'02'28.5" 504137.971 2844436.843 3865.'83 88493.563 06' '0' 56" R 33 KV, LG CANEL. ROAD 2 (Nos", LT LINE.

36 N25'43'53.5" E81'OO'55.3" 50,540.374 2845952.790 3007.591 9'501.154 OS' 52' 54" R ROAD

37 N25'44'20,3" E8,'OO"4,8" 500412.254 2846776.890 1397.03' 92898'85 OS' 36' 22" l ROAD

38 N25'44'40.4' E80'59'37.'" 499362.645 294739£.200 1218.730 94116915 OS" 45' 44" l POND. ROAD. CANEL

39 N2S"45'21.2" E80'57'59.6" 496646'00 2848650.268 2992.039 97108.955 00' 48' 30' R CANEL, ROAD (2Nos,). 11 KV

40 N25'45'53.6' E80.S6'44.8" 494563.866 2849647.364 2308667 99417.621 0" 22' 57" R ROAD. CANEL.

41 N25"46'40.5" E80'55'02,8" 491723,99' 2851092.552 3186.440 102604.06' 12'18' 17" l ROAD (3Nos..). CANEL (2Nos.l

42 N25'46'53.9" E80'54'04,O" 490085.'71 285'506.203 '748,609 '04352.670 26' 00' 13" l ROAD (2Nos.1.

43 N25'46'52.4" E80'53'56,2" 48986714' 285'460.504 222.768 104575.438 19' '0' 40" R ROAD, 400 KV Til

44 N25'46'58,5" E80'53'02.6" 488375.671 2851648.222 '503,237 106078.674 24" 46' 44" R 11101, NALA POND

45 N25'48'0.0" E80'5"'3.3" 485333009 2853545979 3585.983 109664.657 11.55'20~ l ROAD

45 N25'49'Ol.6" E80'48'05.9" 480119.393 2855445.682 5549.276 115213.933 25' 20' 56" R ROAD (SN05), 11 KV (2NOS.)

47 N25'5O'33.0" E80'46'260" 477342.70' 2858260.339 3953.060 119166.993 09' 28' 37" l 11 J<V (3Nos.), ROAD (3NC5.). POND

48 N25'51'19,9" E80"4S'14.1" 475343.590 2859707.559 2467.973 12'634.9£6 07' 45' 37' R 33 KV, ROAD

49 N25'Sl'24.6" ESO" 45'08.6" 475191.444 2859852.761 210,3'4 12'845.260 04' 22' 24" l 132KVTIl..

50 N25'52'51.9" E80'43'102" 471899860 2862545636 4252.902 126098.183 17' 42' 22" l ROAD (2Nos.), 11 KY.

51 N25'53'04.'" E80c42'35.9" 470945,521 2662923354 1026.296 127124.478 07' 45' 06" l ROAD (3Nos.), LT LINE (2No!>.), 11 KV (2Nos.)

52 N25'53'16.5" E80'41'396" 469387,374 2863306.951 '604.671 128729.149 20. 03' 42~ R ROAD, 11 KV. POND.

53 N2S"S4'44.3" ERO'39'14.5" 465351.793 28660'7.960 486'.634 133590.783 09' 50' 11" R ROA:J (5Nos.), 11 KV 13NOS..).LT LINE

54 N25"56'1'.0" E80"3i'33.8" 462555274 2868693.041 3869.958 137460.741 15' 04' 22" R 11KV {3NOS). CANEL , ROAD

55 N25'57'29.3" E80'36'41 ,0" 461094.593 2871105.045 2619.6'4 140280.556 '6' 08' 46" l ROAD (3NOS.), LT LINE (2Nos.) .

56 N25'59'15,2' E80'34'32,9" 457543.526 2874376.759 4828.477 145109.033 04" 52' 5'" l ROAD (4No5.1, 11 KV (2Ncs.)

57 N26'OO'58.3" E80'32'04,?" 4534j5.204 2877560.573 5'97.594 150306.626 13' 03' 06" l ROAD {3NOS.),ll KV, NALA

58 N16'O",9.4" E80'31'13.5" 4520'2,237 2878215.736 1566.548 151673.175 24' OS' 45" R ROAD (2Nos.), LT LINE, 11 KV (2NO!>.).

59 N26'02'11.3" E80'30'22.6" 450611.388 2879816.929 2127.466 154000,66' 07'17' 05" R 11 KV (2No!>.), ROAD (5NOS.), LT LINE

60 N26'04'06,6" E80"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 N26'05'39.3" E80'2T09.9" 445276.725 2686255.266 4120.516 162405.865 49' '" 10" R ROAD (BNos.). 11 KV (4NO$). NALA ":

'j

,~4!

'"', .'r'" t"'--',..

, --',,,'-r"",:,-. --:,,'~,: c -'," :-J~--,-.:r-" .. '-',:','.,-'-: '-'i..'- _-'-<,:- ~~;--' ,--~ ,'_.~~;:~~:~j--'.--';...-'-"~i;'-~.)-0-<0-!:~Aoex Latitude Lonaitude Eastina Northing Section Cum sec. Def1action Side Remarks .No. Length Len: Angle of Oaf, .. ~.'"62 N26"05'47,6" E80.27'10.4" 445291,565 2886493.479 238,675 162644,540 54e.58' 34~ L 132 KV TIL

N26'01'06.0" , 2888917.279 1G6530,S63 b1' S8' 49': . - ~~,63 E80'25'20.7" 442254,071 3886.023 R ; ROAD (3Nos.), NALA, 1 t KV(3NOS.) .IT L1Nfo:. .!C ..•••- N26"01'47,0" .. E80'24'27,1,"" '440771,377 1951.1171 "K'- 'C" -

,

'NALA ..ROAD, 1'1Kv. .' . ~64 2890186,696 ' 168482.435 14" 40' 35" •...,.,

65 N26"08'49.2" . - E80"23'38,8" 43g439,884 2892105,882 2335,676, 170818,110 .06" 58' 13" L, ~ - L"F LINE (3Nos'.). ROAD (2NOS.l, NALA ~ .••••• -.::.t ••.

66 N26"10'23,4" E80"22'04,8" 436844,712 2895015.854 3899.233 174717,343 11,0':11' 14" L CANEL. NALA (3Nos.). ROAD {5Nos.), 11KV. -;;';'@.-'-~'" ' , - . " ~--~') __....._,~_x_~~......._- ~~-: 01~'33"58'; , ,

,",:,,-..- - - . ,,' . -.-. ","""'''",'._.- i ,...,.;;:.,,;. ,'"67 N26'11'39:5" E80"20'12,0" • 433725,359 289737H3S 3910.359 178627.703 R RIND RIVER (2Times.).NAt.A (2Nos.},ROAO (2NOS.k1 i KV. :1'"",

68 N26"13'08.2" E80"18'07.8" 430292.466 2900119,633 4395,863 183023,566 08" 02' 09" R ROAD (2Nos.), RIND RIVER.

N26'14'411,7"' ,

4272. 179 187295,745 ..~ 11 KV :'ROAO 12NOS.),CT liNE,' ',;c:,:;;~ .,69 E80'16'21.6" 427361.947 2903228,262 10.34; 43" ,R ' .,'" -' - - . " L' ';',"

, ",424964.370 , 191748.192

.."70 N26"16'60,04810", E80'14'54,04124" 2906973.640 4452.447 17~54'15" ROAD. RIND RIVER. ",-

" ".---- , --71 N26'16'57:11782" E80"14'44,37247" 424687.475 2907192,700 346.283 . 192093.47,6, 30"31'52,20" R - . .-::-~~

72 ' N26'l1'09,59939" E80'14'39,2162:l" 424546.717 2907677.530 409.764 192503.239 33;11:2<.87" .'-.-'- ~ '"-,, ,m-*-";~'n';;;"C~ .••••..:r' NH.86:~'-'~~'----; 'w>?~;';' , ,.:. "."J1,

~242S5,838.. - .b~~l~" • ~,' .':'~73 t:>f2S"1?,16,.3~~.1 =. : E80~14'29,04434" 2907787,029 350.404. .192853:643. ': 0., . - "';: "1'''LT LINE, 1-VR c:. c

E80'14'09,8 i544" 423734.886 2908183,051 662,377 ' 193516.020 9"20'19,85" - . 132KVTL, . - -- ,74 N26'17'29.12581" ,5 --•.-

,'423468.491 'C " , '\." ,75 N26'l1'33,5590S" E80' I 4'00, I 8003" 2908321.015 300.001 193816,021 38'26'45,51" ,"- -~76 N26'17'32,01846" E80'13'51.69628" 423232,941 2908275,015 240,000 194056,020 27"37'54.69" L

"

77 N26"17'48.85958" E80"12'47,54129" 421456.954 290se03.844 1853,039 ' 195909,059 3'53'30,30" R BANDA e.G. RAILWAY LINE, NALA,

78 N26~18'33.57580" E80~1Q'32.09243" 417709.631 2910202.948 4000,000 199909.059 16'3'43,09" R lTlINE,2VR ~i,79 N26'18'40.13896" E80"08'48,98198" 414851.920 2910423.422 2866,203 202775.262 6"30'8,84" L 4 VR, 2 l T LINE, CANAL ;~

80 N26'18'57.06731" E80"07'07,92759" 412053.470 2910963,032 2850.000 205625.262 14"32'4.21" R :lVR, RIND RIVER, CA,'JAl

8f N26'18'56,15764" E80'06'53,53678" 411654,268 2910937,774 400,000 206025.263 13"38'51.26" L 4 VR, NALA; 1'-tT LINE .

82 N26'19'04.28623" E80."06'00,38725" 410182.351 2911198,032 1494.749 20752ClOl1 36~8'14.32" R 500 KV Tl

83 N26'20'56.93636" E80'03'58,63432:' 406831.653 2914687,775 4837,921 212357.933 18"37'26.49" R 1-VR. 1.CANAl

84 ,N26"21 '07,04876" , E80"03'53,25011" 406684,662 2914999.983 345,080 212703,013 0 R NON.RIVt:R, 3-l T LINE, 4-VR, ,

N26"21'13.41302" 219,950 212922,963 1"56'31.51'., ,~

85 E80'03'49,63587" 406585,900 2915196.513 5

86 N26"22'18.47542" E80'03'15.71904" 405660.469 2917205,119 2211.543 215134.505 19~57'3.76n .- R 2-l T LINE, Jhansl - kanp1.lf BG. railway line: ,87 N26'22'34,53341" E80"02'57,82487" 405188,196 2917702,781 700.000 215834,505 11'36'18,29" L

.:4.vR, 5-l T (ciNE ' '. ,

88 N26'23'28,73450" E80"02'17,98194" 404076.488 2919378.541 1999.999 217834,505 11'54'39,13" R I VR,

89 N26"23'37.80040" . E80"02'13,99646" 403968.136 2919658.291 300,000 218134.505 40"12'25.12" R 2.l T LINE, 132 KV Tl

90 N26"24'10.56966" N26'24'10,56966" 402094,571 2920680,676 2134,366 220268,871 43'46'0,94" L 1.LT LINE, NH.2 ",;,

N26"24'22,93063",

401973.542 400.000,

, 91 E80'Ol '01 ,62890" 2921061.927 220668,871 47'207.69" R 4-l T LINE, 2-CANAL

92 N26"24'55.13941" E79'59'43.53916" 399817.754 2922069.584 2379.663 223048.534 4'21'16,35" L .132 KV n, ,

o 0

II

'". ~

~"

..•....•..'

...•

. ~'

400 KVTL

2-ROAOS

5-VR. ;.LT LINE

4--VR, CANAL

500 KV liNE

-.-;' -,-YR,- -

,J:-ROAD, 2-CANAL, ,-GAS LINE

132 KV TL,

VR4.ROAO, '.LT UNE, NALA

6-VR. 6-LT LINE, '-CANAl

4.VR', NALA

3-LT LINE

. 4.lTUNE,1.NALA, 1.ROAD

500 KVTl

2.RQAD, 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

....'.

c'1.LT LINE, 400 KV DC Tl

,,,,,V 3-LT, ',400 KVR CANAL' .'H

'-i- 1.lT,1-400KVTL,

~"I' 1.vR',!; --(~

ELECTRIFIED BG RAilWAY UNE. 132 KV Tl~-=~...,:;.-;~- -~. 1.VR.~~-.=::;;;;i~---" .. _',:~-..,-",i-;.L-._--,",,",,"~ '-'_!!

,227848.534. 33'41'46.56" L

230120.251' 45'49'30.52" R -

230420.250 14"44'35.21" R

230749.716 13'54'6.23" L

231149.716 '13'33'3607" R'

232668.665 11'25'12.56" L

233068,665 9'42'57.38" IRS'

233919.186 9'2'51.54" L

234319.186 38'42'53.3'" R

235628.184 17'46'11.09" L

'236826.184 '21'23'37.92" "L--

2:i122e.1IW 42'7'0.35"'~- R'

237628.164 49"55'5.35" R

238028,164 18'6'47.24" L

239286.264 18'48'6.23" L

24783e.390 28'26'45.34" L

252638.390 1'54'36.61" R

25624o.e57 20'29'20.56" L

257440.856 37'51'16.96" L

257840.856 55'35'52.38" L

262640.857 0 R

'267440.856 2'27'45.20" S

269440,657 18'16'42.53" R

274240.857 ,'40'33.31" L

277613.915 33"28'14.93" L

280013,914 31'23'53.24' R

280413.914 15'7'57,65" R

280813.915 25'46'25.96" R

281213,915 26'56'35.70", L

286013.915 20'47'56.85" L

290599,591 21'22'51.11" L

4800,000

2271.717

300,000

329.466

400.000

1518.949

400.000

850.520

400.000

1308.998

1200.000

400.000

400,000

400.000

1258.081

8552.12,>

4800.000

3602.467

1200.000

400.000

4800.000

4800.000

2000.000

4800.000

3373.058

2399.999

400.000

400.000

400.001

4800.000

4585.676

93 N26'25'48.85668": E79.'57'00,86612" 395324602 2923758,247

94 N26'26'48.45493" E79'56"2.45553" 393998.770 2925602.933

95 N26'26'58.06759" E79'56'14.27045" 394051.478 2925898.266

96 N26'27'08.73308" E19'56'13.21353". 394024.918 2926226.660

97 N26'27'21.5803~" E79'56'15,42421" 39408940, 2926621.42,

98 N26'28'10.71503', E79'56'10.10791" 393954.688 2928134.390

99 N26'28'23.65410" "E79'56'l1.50967" '393996.a02 2928532.167

100 N26'28'51.22423" E79'56'09.28884" 393942.326 2929380.941

. 101 N26'29'04.17699" E79'56'10.52296" '393979,198 2929779.182

102 N26'29'39.52362" E79'55'44.21161" 393260.375 2930872.757

"r63 ..N26'30'O:i.15442" E19'55'10~24153"" 392326:362 2931626'163.. ,,- .. ~ .. _",.

104 N26'30'15.61264" E79'55'04.32537'~ 392165.485 2931992:3e5'

105 N26'30'27.98204" E79'55'08.77060" 392291.754 2932371.932

106 N26'30'39.00704" E79'55'01.11385" 392082.655 2932712.921

107 N26'31'05.22631" E79'54'26.23875" 391124.154 . 2933527.815

108 N26'32'45.11473" E79'49'31.88984" 383170.855 2936671.679

109 N26'34'43.70539° E79~47'45.18941" 380086.395 2940349.465

110 N26'36'10.10534" E79'46'17.31205" 377680,746 2943030.998

111 N26°35'21.84794" E79745'38,67878" 376617.449 2943581.234

112 N26'36'25,41326" E79'45'24.47340" 376223.620 2943516.128

113 N26'38'15.31800" E79'43'21,30855". 372850.999 2946931.400

114 : N26°40'05.17943" E79°41'18.96603" 369477'.841 2950346.338

115 N26'40'52.88590" E79'57'00.86612" 368134.793 2951828.304

116 N26'42'08.34728" E79'56'12.45553" 363958.601 2954194.014

.117 N26'42'58.51826" E79'56".4.27045" 360976.529 2955770.929

118 N20'44'00.53241" E79'50'13,21353" 359825.155 2957870.715

119 N20'44'19.40118" E79'56'15.42421'" 359885.864 2958272.081

120 N26'44'31.34607" E79'56'10.10791" 360047.681 2958637.889

121 N20'44'44.33184" E79'50'11.50967". 360034,339 2959037.667

122 N26'47'00.09874" E79'56'09,28884" 357717.906 2963241.729

123 N26'48'35,26957" E79'56'10.52296" 354222.947 2966210.514

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,

:r:.', .,..~ ~~_ ~ _',_

- ~ ••• - C'----0....-0- ~>-e~::~,._<~._8_r~._-~_._':-:....' -':-_'- '-,,:,:)---!.:-~.. \..__.0_' , , , ''''-. <}-- '- ;--, ;--', .. ' .

Apex Latitude Lon~itude Eastina NorthinQ Section Cum sec. Deflaction Side Remarks

No, LenQlh Len. Annie of Def.

124 N26'48'42.75128" E7ge31'56.18530~ 354' 28.193 2966441.862 250.000 290849.S91 12"33'52.56" R 3.ROAD. '.NALA

125 N2G-49'13.39107" E79.31'31.82552" 353466568 2967392490 1158206 292007.797 11.27'0.87" L NH-9TA

126 N26'50'334926'" E7g.29'56.2143T' 35C855.966 2969888,314 3611.700 295619499 16"43'21.35" L

127 N2S'S1'42.60438" E79'2T20.32598' 346578.745 29,72066.704 4800.000 300419498 12-21'41.15" L

129 N26'53'20.00570" E79"25'04.48499" 342867030 2975110.250 4800.000 305219498 9.0'4.00" R II-ROA.D.2.CANAt

129 N2S"S4'41.73116" E79'23'4134169" 340604734 2977654.0Ih 3404.260 308623758 54'48'44.27" R 2.RO!..Dl.NALA

130 N2oDS4'54,42344" E79"23'44.45439" 340595,833 2978043.555 400,000 309023.758 50'0'0.00" R 5-ROAO, l-l TUNE

131 N2SGS5'04.72S09" E79'23'35.52591" 340456.026 2978363699 399,999 309423758 21'35'3664" L 500 KVTL I

132 N2SGS6'23.53475" E79°2j'08,3337j" 336424.373 2980841.1 B6 4732036 314155,794 :2OG49'52.63" L 1.CANAl I

'33 N26~58'38.40930" E79°19'16.14683" 333385.259 2985032,535 5177.221 319333,015 4°38'32,27" R 5.ROAD,2.CANAl

134 ;426G59'32,56784" E79.'8'3825912" 332362.915 2986713.779 1967,681 321300,696 48.33'47.49" R 3-ROAO, 1~NALA.

135 N26'59'34.70294" E79.'8'23.94459" 331969.155 2986784,157 400,000 321700696 39GS7'26.89" L '.ROAD, 1.NALA

136 N26'59'28,OO821" E79G18'11.4S6:li" 331622.132 298658S,222 400,000 322100.697 50'26'3633" L

137 N25'59'32.50117" E79., i'57,81 031" 331247.75& 2Q8672611ap 400,000 322500.697 31.j8'7,80" R 500 KV TL

. 2~8-~9~1f5'l-~'.. 1<", ..19'-~r2'4,03" ..) ,"0' ""J ,," .)) :

138 N27"OO'43.34768" E79.'6'54.09481 '. 329520,888 2800.000 326300,697 R

139 N27'02'OaS1S7" E79G16'23.9196S" 328722234 2991357.769 2565611 32785G.308 49.1'32.80" R 2-ROAD, 1~NALA

140 N27"02'43.14931" E79'14'2963292" 32559033' 299267 t .964 3396.458 331252,766 12.20'58.80" L 2.ROAD, ~.CANAl, RIND RIVER

141 N27'03'09.16635" E79'11'3789863" 320869.400 2993539.610 4800.000 336052.766 14~26'27.66" L 2-ROAD, RIND RIVER

142 N27'04'12,65390" E79'08'58,79S7S" 316514,003 2995557,163 4800,000 340852.766 0 R 1-ROAD, l-NALA, ,. LT LINE

143 N2rOS'17,6477T' E79'06'1697697" 312085,807 2997623.798 4886706 345739,473 36'49'6.67" S 4.ROAO,2-CANAL, 1.l T LINE

144 N27'05'1479867" E79.06'02.S1121" 311694.260 2997541.999 400.000 346139.473 45.8'43.15" L 3-ROQD, 1-CANAl

'45 N27'06'38,51878" E7g.03'35.80900" 307684.466 3000180,475 4800.000 350939.473 15°9'13,89" R 220 KV Tl

146 N27'08'20.18926" E79.01'52,08024" 304876.602 3003354.085 4237.440 355176.913 45"14'43.74" R 3-ROAD. 1.l T LINE. RIND RIVER

147 N27'08'20.72300" E79"01'3i.56772~ 304477.247 3003376.787 400.000 355576.913 27'26'4109" L 1-ROAO,2-LT LINE. RIND RIVER

148 N27'09'38,19082' E78:59'06.2857A~ 300349.885 3005827.274 4800.000 360376.913 2'5', ,26" R 1- LT UNE, 1.220 KV TL

149 mr10'44.60207" E78"56'44.76853" 296487.299 3007934.506 4400,000 364776913 52'48'927" L J-ROAO.2-l TUNE, RIND RIVER

150 N27"11'16.07194" E78'56'38,86602" 296340.706 3008905,784 982278 365759.191 7'51'20.28" R 1.ROAD, 2.lT LINE,

151 N27'11'2351256" E78'56'36,26186" 296272.790 3009135,974 240.000 365999.191 7G32'36.98" L 1-ROAD

152 N27.11 '58.89132" E7S"SG'29.40279" 296101.886 3010227,993 1105.312 367104503 2'22'2813" R 8G RAilWAY LINE

153 N27'12'1'.59,54" E78'S6'26,32898" 296023718 3010620.281 400.000 367504.503 13'30'483" L 1.CANAL, 1-ROAD

154 N27'12'39,24398" E78'56'11,43569" 295627.867 3011478.136 944782 368449285 31'34'33.18" L 132 't0I Tl,

155 N27'13'OO.04371" E78"56'K74254" 295733,471 3012363.069 .891,212 369340.497 0 Gantry 1-220 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 (190.782km)

AVERAGE SPAN- 372m. LOA No.-909-V.J.P.K./T-5(G) dated 01.09.2008.

SL. NO. DESCRIPTION UNIT QUANTITY

1. TOTAL LINE LENGTH KMS 190.782

Plain terrain KMS 190.782

Hilly terrain KMS 0

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 0

4 CHECK SURVEY KMS 190.782

5 SOIL INVESTIGATION

a. All kinds of soil except fissured rock & hard rock 511

b. Fissured Rock 0

c. Hard Rock LOC 0

d. River Crossing 2

6. BECNHING

a. All kinds of soil except fissured rock & hard rock CU M 0

b. Fissured Rock 0

c. Hard Rock 0

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 Including 2 No. River xing tower

type DA+85 FITTINGS INCLUDING TACK WELDING AND

SUPPLY AND APPLICATION OF ZINC RICH PANT.

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. 0

(v) DA+18 M Extn. 0

(vi) DA+25 M Extn. 0

b. Tower Type DB/B 18


(II) DB+3 M Extn. NOS.

2

(iii) DB+6 M Extn. 0

(iv) DB+9 M Extn. NOS. 0

(v) DB+18 M Extn. NOS 0

(vi) DB+25 M Extn. NO 0 PROJECT MANAGER (SKP) J.E. (CIVIL) S.D.O EXE. ENGINEER Page 1 of 23


c. Tower Type DC/C 41


(ii) DC+3 M Extn. NOS. 4

(iii) DC+6 M Extn. 0

(iv) DC+9 M Extn. 3

(v) DC+18 M Extn. NOS 0

(vi) DC+25 M Extn. NOS 0

d. Tower Type DD/D 61


(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. 0

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 0


Legs at standard -1.5 M level NOS. 0

Legs at standard level 0



b. DA/A Standard -4.5M Towers (w.r.t. Centre of tower

location)







c. DA/A Standard -3M Towers (w.r.t. Centre of tower

location)







d. DA/A Standard - 1.5M Towers (w.r.t. Centre of tower

location)







PROJECT MANAGER (SKP) J.E. (CIVIL) S.D.O EXE. ENGINEER Page 2 of 23


e. DA/A Standard Towers (w.r.t. Centre of tower

location) for Legs levels from 6m to +3m







f. DA/A Standard 1.5 M Towers (w.r.t. Centre of tower

location)







DA/A Standard 3.0 M Towers (w.r.t. Centre of tower

g.

location)







h. DA/A Standard Towers (w.r.t. Centre of tower

location) for Legs lever from +4.5m to +pm level





i. DNA Standard Towers +4.5 M (w.r.t. Centre of tower

location)





j. DA/A Standard Towers +6.5 M (w.r.t. Centre of tower

location)





k. DA/A Standard Towers +7.5 M (w.r.t. Centre of tower

location)

Legs at standard -4.5 M level NOS. ' 0

. Legs at standard -6.0 M level 0



PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 3 of 23


I. DA/A Standard Towers +9.0 M (w.r.t. Centre of tower

location)





a. DB/B Standard-6m towers (w.r.t. center of tower

location.







b. DB/B Standard-4.5m towers (w.r.t. center of tower

location.







c. DB/B Standard-3M towers (w.r.t. center of tower

location.







d. DB/B Standard-1.5m towers (w.r.t. center of tower

location.



Legs,at standard -1.5 M level 0




e. DB/B Standard Towers (w.r.t. Centre of tower








PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O EXE. ENGINEER Page 4 of 23


f. DB/B Standard 1.5 M Towers (w.r.t. Centre of tower location)







q. DB/B Standard 3.0 M Towers (w.r.t. Centre of tower location)







h. DB/B Standard Towers (w.r.t. Centre of tower location) for

Legs lever from +4.5m to +9m level 0





i. DB/B Standard Towers +4.5 M (w.r.t. Centre of tower

location)





DB/B Standard Towers +6.0 M (w.r.t. Centre of tower j.

location)





k. DB/B Standard Towers +7.5 M (w.r.t. Centre of tower

location)





I. DB/B Standard Towers +9.0 M (w.r.t. Centre of tower

location)





a. DC/C Standard-6m towers (w.r.t. center of tower location.









b. DC/C Standard-4.5m towers (w.r.t. center of tower location.







c. DC/C Standard-3M towers (w.r.t. center of tower location.







d. DC/C Standard-1.5m towers (w.r.t. center of tower location.







e. DC/C Standard Towers (w.r.t. Centre of tower location) for

Legs levels from 6m to +3m







f. DC/C Standard 1.5 M Towers (w.r.t. Centre of tower location)







g. DC/C Standard 3.0 M Towers (w.r.t. Centre of tower location)




Legs at standard level NOS. 0



h. DC/C Standard Towers (w.r.t. Centre of tower location) for

Legs lever from +4.5m to +9m level NOS.







0

i. DC/C Standard Towers +4.5 M (w.r.t. Centre of tower

location) .





j. DC/C Standard Towers +6.0 M (w.r.t. Centre of tower

location)





k. DC/C Standard Towers +7.5 M (w.r.t. Centre of tower

location)





I. DC/C Standard Towers +9.0 M (w.r.t. Centre of tower

location)





a. DD/D Standard-6m towers (w.r.t. center of tower location.







b. DD/D Standard-4.5m towers (w.r.t. center of tower location.







c. DD/D Standard-3M towers (w.r.t. center of tower location.


Legs at standard -3:'0 M level 0







d. DD/D Standard-1.5m towers (w.r.t. center of tower location.







e. DD/D Standard Towers (w.r.t. Centre of tower location) for








f. DD/D Standard 1.5 M Towers (w.r.t. Centre of tower location)







q. DD/D Standard 3.0 M Towers (w.r.t. Centre of tower location)







h. DD/D Standard Towers (w.r.t. Centre of tower location) for

Legs lever from +4.5m to +9m level





i. DD/D Standard Towers +4.5 M (w.r.t. Centre of tower

location)





DD/D Standard Towers +6.0 M (w.r.t. Centre of tower j.

location)







k. DD/D Standard Towers +7.5 M (w.r.t. Centre of tower location)



Legs at standard -7.5 M level I NOS. 0


I. DD/D Standard Towers +9.0 M (w.r.t. Centre of tower location)





Level difference between shortest and longest legs in any tower shall not exceed 3.0 M



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 0

ii Wet 266

iii Partially Submerged 39

iv Fully Submerged 15

v Drv Fissured Rock NOS. 0

vi Submerged Fissured Rock 0

vii Hard Rock 0

viii Sandy Soil 17

ix WBC 2

b. Tower Type DA/A +3M Extn. 47

i Dry 0

ii Wet 40


iv Fully Submerged NOS. 1

v Drv Fissured Rock 0


vii Hard Rock 0

viii Sandy Soil 1

ix WBC 2

c. Tower Type DA/A +6 M Extn. 3

i Dry 0

ii Wet 1

iii Partially Submerged NOS. 1




vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

d. Tower Type DA/A +9M Extn. 0

i Dry 0

ii Wet . 0


iv Fullv Submerged NOS. 0

v Dry Fissured Rock 0


vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

e. Tower Type DA/A +18 M Extn. 0

i Dry 0

ii Wet 0




vi) Submerged Fissured Rock 0



vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

f. Tower Type DA/A +25M Extn. 0

i) Dry 0

ii) Wet 0

iii) Partially Submerged 0


v Dry Fissured Rock NOS. 0


vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

g. Tower Type DB/B STANDARD 16

i Dry 0

ii Wet 14





vii Hard Rock 0

viii Sandy Soil 1

ix WBC 0

h. Tower Type DB/B +3M Extn. 2

i Dry 0

ii Wet 2





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

i. Tower Type DB/B +6 M Extn. 0

i) Dry 0

ii) Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

j. Tower Type DB/B +9M Extn. 0

iJ Dry 0

iiJ Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0



k. Tower Tvpe DC/C STANDARD 34

i Dry 0

ii Wet 22

iii Partially Submerqed 9

iv Fullv Submeraed NOS. 1


vi Submeraed Fissured Rock 0

vii Hard Rock 0

viii Sandy Soil 1

ix WBC 1

I. Tower Type DC/C +3M Extn. 4

i Dry 0

ii Wet 3

iii Partiallv Submerged 1




vii ) Hard Rock 0

viii ) Sandy Soil 0

ix) WBC 0

m. Tower Tvpe DC/C +6 M Extn. 0

i) Dry 0

ii Wet 0


iv Fully Submerqed 0


vi Submerqed Fissured Rock 0

vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

n. Tower Tvpe DC/C +9M Extn. 3

(i Dry 0

ii Wet 1


iv Fullv Submerqed NOS. 2



vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

o. Tower Type DD/D STANDARD 29

i Dry 0

ii Wet 17




vi Submerged Fissured Rock NOS. 0

vii Hard Rock 0

viii) Sandy Soil 6

ix) WBC 0


SL. NO.

DESCRIPTION UNIT QUANTITY

p. Tower Type DD/D +3M Extn. 9

i Dry 0

ii Wet 7





vii Hard Rock 0

viii Sandy Soil 1

ix WBC 0

q. Tower Type DD/D +6 M Extn. 6

i Dry 0

ii Wet 3



0

v Dry Fissured Rock

NOS.

0


Vii Hard Rock 0

Viii Sandy Soil 1

ix WBC 0

r. Tower Type DD/D +9M Extn. 4

i Dry 0

ii Wet 2



v

Dry Fissured Rock

NOS. 0


vii Hard Rock 0

Viii Sandy Soil 0

ix WBC 0

s. Tower Type DD/D +18 M Extn. 7

i Dry 0

ii Wet 2



v Dry Fissured Rock

0


Vii Hard Rock 0

Viii Sandy Soil 0

ix WBC 0

t. Tower Type DD/D +25M Extn. 6

i

Dry 0

ii Wet 2


iv Fully Submerged

NOs.

0

v Dry Fissured Rock

0

vi

Submerged Fissured Rock

0

- vii

Hard Rock

0

viii Sandy Soil 2

ix WBC 0




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 0

ii Wet 0


iv Fully Submeraed 0

v) Dry Fissured Rock NOS. 0


vii) Hard Rock 0

viii) Sandy Soil 0

ix WBC 0

b. Tower Type DA/A STANDARD-4.5M Tower

i) Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

c. Tower Tvpe DA/A -3.0M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

d. Tower Type DA/A -1.5 M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC . 0

e. Tower Type DNA STANDARD Tower

. i

Dry

0

ii Wet 0







vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

f. Tower Type DA/A STANDARD +1.5M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

q. Tower Type DAIA +4.5M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

h. Tower Type DAIA +3 M Extn.

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

i. Tower Type DAIA +6 M Extn.

i Dry 0

ii Wet 0

Hi Partially Submerged 0




vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

i. Tower Type DAIA +7.5 M Extn.

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0



k. Tower Type DA/A +9.0 M Tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

a. Tower Type DB/B STANDARD-6M tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

b. Tower Type DB/B STANDARD-4.5M Tower

i Drv 0

ii Wet 0





vii Hard Rock ' 0

viii Sandy Soil 0

ix WBC 0

c. Tower Type DB/B –3.0M Tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

d. Tower Type DB/B –1.5 M Tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0



e. Tower Type DB/B STAMDARD Tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

f. Tower Type DB/B STANDARD + 1.5M tower

i Drv 0

ii Wet 0


iv Fully Submerqed NOS. 0



vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

g. Tower Type DB/B +4.5M Tower

i Drv 0

ii Wet 0





vii Hard Rock ' 0

viii Sandy Soil 0

ix WBC 0

h. Tower Type DB/B +3.0M Tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

i. Tower Type DB/B +6 M Tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0



j. Tower Tvpe DB/B +7.5 M Extn.

i Dry 0

ii Wet 0

iii Partially SubmerQed 0

iv Fullv Submerged 0



vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

k. Tower Type DB/B +9.0 M Tower

i) Drv 0

ii Wet 0

iii) Partiallv Submerged 0

iv) Fully Submerged NOS. 0

v) Dry Fissured Rock 0


vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

a. Tower Tvpe DC/C STANDARD-6M tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

b. Tower Type DC/C STANDARD-4.5M Tower

i Dry 0

ii Wet 0

iii Partiallv SubmerQed 0




vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

c. Tower Tvpe DC/C -3.0M Tower

i Dry 0

ii Wet 0





vii Hard Rock - 0

Viii Sandy Soil 0

ix WBC 0



d. Tower Type DC/C -1.5 M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

e. Tower Type DC/C STANDARD Tower

i Dry 0

ii Wet 0

iii Partiallv Submerqed 0




vii Hard Rock 0

viii } Sandy Soil 0

ix ) WBC 0

f. Tower Type DC/C STANDARD +1.5M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

q. Tower Type DC/C +4.5M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

h. Tower Type DC/C +3.0 M tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0



i. Tower Type DC/C +6 M Extn.

(i) Dry 0

(ii) Wet 0

(Iii) Partially Submerged 0

(iv) Fully Submerged 0

(v) Dry Fissured Rock NOS. 0

(vi) Submerged Fissured Rock 0

(vii} Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0

i. Tower Type DC/C +7.5 M Extn.

(i) Dry 0

(ii) Wet 0

(iii) Partiallv Submerqed 0

(iv) Fully Submerqed NOS. 0

(v) Dry Fissured Rock 0


(vii) Hard Rock 0

(viii) Sandv Soil 0

(ix) WBC 0

k. Tower Type DC/C +9.0 M Tower

(i) Dry 0

(ii) Wet 0

(iii) Partiallv Submerged 0

(iv) Fully Submerqed 0


(vi) Submerqed Fissured Rock 0

(vii) Hard Rock 0

(viii) Sandv Soil 0

(ix) WBC 0

a. Tower Type DD/D STANDARD-6M tower

(i) Dry 0

(ii) Wet 0

(Iii) Partiallv Submerged 0

(Iv) Fully Submerged 0



(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0

b. Tower Type DD/D STANDARD-4.5M Tower

(i) Dry 0

(ii) Wet 0

(III) Partially Submerged 0

(iv) Fully Submerged NOS. 0



(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0

PROJECT MANAGER (SKP) J.E.(CIVIL) S.D.O. EXE. ENGINEER Page 20 of 23.


c. Tower Type DD/D -3.0M Tower

(i) Dry 0

(ii) Wet 0

(iii) Partially Submerged 0

(Iy) Fully Submerged 0



(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0

d. Tower Type DD/D -1.5 M Tower

(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0

e. Tower Type DD/D STANDARD Tower

(i) Dry 0

(ii) Wet 0


(Iy) Fully Submerged NOS. 0



(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0

f. Tower Type DD/D STANDARD +1.5M Tower

(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0

q. Tower Type DDID +4.5M Tower

(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0



h. Tower Type DD/D +3.0 M tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

i. Tower Type DD/D +6 M Extn.

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

j. Tower Type DD/D +7.5 M Extn.

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

k. Tower Type DD/D +9.0 M Tower

i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0

9 EARTHING OF TOWERS

(SUPPLY AND INSTALLATION)

a. Pipe Type NOS. 509

b. Counterpoise type NOS. 2(RLY X-ING)

c. River crossing locations NOS. 2

10 PROTECTION OF TOWER FOOTING


a. Random rubble Stone Masonry Revetment in 1:5 CUM 0

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 0

(Mesh size 100mm X 100mm)



c. M 150 (1 :2:4) mixed concrete for top seal cover of revetment. CUM 0

d. Back filling / leaving of volume enclosed by Revetment. CUM 0

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. 190.782

STRINGS EQUIPMENT.

13 AVIATION SIGNAL SUPPLY AND ERECTION

a. Painting of Normal tower above 45m from ground level. NOS. 0

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. Span 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 0

reinforcement and all other related works NOS.

i. Normal open cast foundation NOS. 0

ii. Cast-in-situ based pile foundation NOS. 2

iii. Cast-in-situ based pile foundation for normal tower. NOS. 0

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 0

ii. 1 Medium +4 low intensity SETS 2

iii. Span markers. IN SPAN NOS. 2 (SPAN)

15.1 i Special foundation other than pile foundations i.e., foundations with chimney extensions.+2 Mtr.

NOS. 3 (Raised Chimney)


Uttar Pradesh Power Transmission Company Ltd.

Left Right Total Left Right Total Left Right Total

1 0/0 DE+0 542 158.857 170 0 142 142 0 149 149 0 340 340 PS DEAD END (PROPOSED MAINPURI S/S)

340 SH-84 X-ing(Agra to Mainpuri) bet. Km 37 & 38

2 0/1 D+6 340 158.113 271 197.7 72.3 270 191 79 270 340 202 542 PS

202 220KV D/C MAINPURI SHIKOHABAD LINE

3 1/0 D+9 26° 36' 17"L 793 542 158.311 298 129.2 237 366 122 227 349 202 395 597 PS

395

4 1/1 A+0 937 158.656 396 158.2 185 343 168 188 356 395 398 793 PS

398 Tar Road X-ing (NAGLAPUNA to NAGLAKHARRA)

5 2/0 C+3 26° 43' 54"L 395 1334 158.808 396 213.2 219 432 210 213 423 398 395 793 PS

395 Tar Road X-ing (BADANPURA to NAGLAHARRA)

6 3/0 D+0 42° 6' 8"L 955 1729 157.078 357 175.8 151 327 181 154 335 395 320 715 PS

320

7 3/1 A+0 2049 158.617 320 168.6 161 330 166 161 327 320 320 640 WET

320 cart track

8 3/2 A+0 2369 158.405 318 158.8 160 319 159 159 319 320 315 635 WET

315

9 4/0 D+0 38° 23' 0"R 346 2684 157.968 331 155.1 177 332 156 176 332 315 346 661 WET

346

10 5/0 D+0 56° 2' 50"R 220 3030 157.209 283 169 107 276 170 108 278 346 220 566 WET

220 132KV D/C MAINPURI SHIKOHABAD LINE

11 6/0 D+0 54° 50' 37"L 373 3250 157.525 296 112.6 188 301 112 188 300 220 373 593 WET

373

12 7/0 D+0 31° 42' 9"L 3201 3623 157.194 386 184.9 188 373 185 191 376 373 400 773 WET

400

13 7/1 A+3 4023 156.859 400 211.9 214 426 209 210 419 400 400 800 WET

400

14 7/2 A+0 4423 156.767 400 186.2 187 373 190 190 380 400 400 800 WET

400

15 7/3 A+3 4823 156.675 400 213 209 422 210 207 417 400 400 800 WET

400 Tar Road X-ing(SATHANI- MAINPURI)

16 7/4 A+0 5223 157.676 400 191 187 378 193 191 384 400 400 800 WET

400

17 7/5 A+3 5623 157.481 400 212.6 214 427 209 211 420 400 400 800 WET

400

18 7/6 A+0 6023 157.285 400 185.7 187 373 189 191 380 400 400 800 WET

400

19 7/7 B+3 6423 157.090 401 212.6 214 427 209 211 420 400 401 801 WET

401

20 8/0 C+0 26° 53' 6"R 366 6824 157.017 384 186.8 181 368 190 182 372 401 366 767 WET

366

21 9/0 D+0 52° 12' 25"R 211 7190 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 10/0 D+3 46° 34' 44"L 720 7401 157.103 286 129 193 322 123 190 313 211 360 571 WET

360

23 10/1 A+0 7761 157.497 360 167 167 334 170 170 340 360 360 720 WET

360

24 11/0 D+3 4° 11' 60"R 955 8121 157.109 305 192.9 148 341 190 142 332 360 250 610 WET

250 Under construction Railway X-ing(GWAILOR to MAINPURI)

25 11/1 D+0 8371 156.939 300 102.3 174 276 108 174 282 250 350 600 WET

350 Tar Road X-ing(HARCHANDPUR to SH-83)

26 11/2 A+0 8721 157.104 353 175.8 179 355 176 179 354 350 355 705 WET

Tower Schedule (765kv S/C Mainpuri S/S to Unnao S/S.)

AVERAGE SPAN- 372m.

Adjacent Span

Remark(Ground Feature on 32 m both side from center line with crossing detailsFoundation

Wind

Span

(m)

Wt. Span (Cold) Wt. Span (Hot)Deviation Angle

(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

SKP PROJECTS, VADODARAPage 1 of 19



Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

355 SH-83 X-ing(ETAWAH to Mainpuri) bet. Km 49 & 50

27 12/0 B+0 12° 42' 38"R 2196 9076 156.841 360 176.3 189 365 177 187 364 355 365 720 WET

365 canal crossing

28 12/1 A+0 9441 155.530 365 176.1 180 356 178 181 358 365 365 730 WET

365

29 12/2 A+0 9806 156.027 365 184.9 179 364 184 180 364 365 365 730 WET

365 Tar Road X-ing

30 12/3 A+0 10171 156.774 365 186.2 183 369 185 183 368 365 365 730 WET

365 Tar Road X-ing(JIJHAI to MAINPURI)

31 12/4 A+0 10536 156.850 365 182.1 183 365 182 183 365 365 365 730 WET

365 Tar Road X-ing

32 12/5 A+0 10901 156.806 368 182.3 174 356 182 177 359 365 371 736 WET

371

33 13/0 D+3 40° 0' 6"L 214 11273 156.333 293 197.9 131 329 195 125 320 371 214 585 WET

214 132KV D/C MAINPURI-ETAWAH LINE

34 14/0 D+0 11° 22' 39"R 2229 11486 156.498 292 83.11 185 268 89 185 274 214 370 584 WET

370

35 14/1 A+0 11856 156.549 370 185.2 187 373 185 187 372 370 370 740 WET

370 Tar Road X-ing(UDETPUR to BICHHIYA)

36 14/2 A+0 12226 156.069 370 182.7 185 368 183 185 368 370 370 740 WET

370 canal crossing

37 14/3 A+0 12596 156.043 373 184.9 187 372 185 187 372 370 375 745 WET

375 11kv line

38 14/4 A+0 12971 156.044 373 187.5 185 373 188 185 373 375 370 745 WET

370 11kv line

39 14/5 A+0 13341 155.987 372 184.7 101 285 185 122 307 370 374 744 PS

374 11kv line

40 15/0 D+18 48° 41' 23"L 218 13715 156.005 296 273.3 210 483 252 185 437 374 218 592 FS

218 220KV D/C MAINPURI ETAWAH LINE

41 16/0 D+6 45° 18' 42"R 2645 13933 155.759 281 8.221 206 214 33.1 198 231 218 345 563 WET

345

42 16/1 A+0 14278 155.292 340 138.9 152 291 147 156 303 345 335 680 PS

335 Tar Road X-ing(KISHANI to MAINPURI)

43 16/2 A+3 14613 155.256 368 183.4 214 398 179 211 390 335 400 735 PS

400 FOUR 33KV LINES

44 16/3 A+0 15013 155.074 400 185.7 188 374 189 191 380 400 400 800 PS

400 11kv line

45 16/4 A+3 15413 154.800 400 212.2 215 427 209 211 420 400 400 800 PS

400 Tar Road X-ing(JAGIR to MAINPURI)

46 16/5 A+0 15813 154.528 388 185.3 188 373 189 188 377 400 375 775 PS

375 11kv line

47 16/6 A+0 16188 154.487 382 187.3 196 383 187 196 383 375 390 765 PS

390 Tar Road X-ing

48 17/0 C+0 15° 43' 8"R 4641 16578 154.245 387 193.7 194 388 194 193 388 390 385 775 WET

385 33KV LINE

49 17/1 A+0 16963 153.961 385 191.2 194 385 192 194 385 385 385 770 WET

385 Tar Road X-ing

50 17/2 A+0 17348 153.589 388 190.8 194 385 191 194 385 385 390 775 WET

390 canal crossing

51 17/3 A+0 17738 153.810 388 196 186 382 196 187 383 390 385 775 WET

385

52 17/4 A+0 18123 155.244 385 199.2 196 395 198 195 393 385 385 770 PS

385

53 17/5 A+0 18508 154.492 375 189 181 370 190 181 371 385 365 750 PS

365 Tar Road X-ing(JAGIR to BAVAT)

54 17/6 A+0 18873 154.868 356 184.3 173 357 184 173 357 365 346 711 PS

346




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

55 17/7 A+0 19219 154.960 373 173.5 194 367 173 195 369 346 400 746 PS

400 Tar Road X-ing(JAGIR to SAGAMAL)

56 17/8 A+3 19619 153.401 400 206.5 213 419 205 209 414 400 400 800 PS

400 CART TRACK

57 17/9 A+0 20019 153.588 400 187.4 189 377 191 192 383 400 400 800 FS

400

58 17/10 A+3 20419 152.946 400 210.6 211 421 208 208 416 400 400 800 FS

400 Tar Road X-ing & NALA CROSSING

59 17/11 A+0 20819 153.559 400 189.3 201 390 192 201 393 400 400 800 FS

400 canal crossing

60 18/0 B+0 10° 8' 7"L 5265 21219 153.344 388 199 189 388 199 189 388 400 375 775 FS

375

61 18/1 A+0 21594 153.012 375 185.9 190 376 186 189 376 375 375 750 WET

375

62 18/2 A+0 21969 152.498 378 185 190 375 186 190 376 375 380 755 WET

380

63 18/3 A+0 22349 152.464 378 189.8 188 377 190 188 377 380 375 755 WET

375

64 18/4 A+0 22724 152.431 375 187.3 188 375 187 188 375 375 375 750 WET

375

65 18/5 A+0 23099 152.398 375 187.3 188 375 187 188 375 375 375 750 WET

375

66 18/6 C+0 SECTION TOWER 23474 152.364 375 187.3 189 377 187 189 376 375 375 750 PS

375

67 18/7 A+0 23849 152.009 375 185.8 188 374 186 188 374 375 375 750 WET

375 Tar Road X-ing( KHAJURI to TARAPUR)

68 18/8 A+0 24224 151.925 375 187.1 189 376 187 189 376 375 375 750 WET

375

69 18/9 A+0 24599 151.539 375 185.7 186 372 186 186 373 375 375 750 WET

375

70 18/10 A+0 24974 151.841 378 188.9 189 378 189 189 378 375 380 755 WET

380

71 18/11 A+0 25354 152.099 378 191.2 188 379 191 188 379 380 375 755 WET

375 Tar Road X-ing( NAGLA-PARORA to HUSNPUR)

72 18/12 A+0 25729 151.948 375 186.8 189 375 187 188 375 375 375 750 WET

375 11kv line

73 18/13 A+0 26104 151.730 378 186.5 106 292 187 127 313 375 380 755 PS

380

74 19/0 D+18 49° 15' 20"L 223 26484 151.592 302 274.3 180 454 253 163 416 380 223 603 FS

223 500kv HVDC RIHAND TO DADRI LINE X-ing Bet. T.NO.1227 & 1228

75 20/0 D+9 57° 30' 37"R 2347 26707 152.082 307 43.33 238 282 60.2 228 288 223 390 613 WET

390 Tar Road X-ing( PUDARI to MAINPURI)

76 20/1 A+0 27097 151.647 393 151.7 200 351 162 199 362 390 395 785 WET

395

77 20/2 A+0 27492 151.148 393 195.2 198 393 196 197 393 395 390 785 WET

390

78 20/3 A+0 27882 150.534 390 192.2 196 388 193 196 388 390 390 780 WET

390

79 20/4 A+0 28272 150.382 390 194.3 195 389 194 195 390 390 390 780 WET

390 Tar Road X-ing(BAKHATPUR to MAINPURI)

80 20/5 A+0 28662 150.370 391 194.9 182 377 195 185 380 390 392 782 WET

392 POND

81 21/0 D+3 38° 7' 27"L 418 29054 150.509 405 210.3 210 420 207 210 417 392 418 810 WET

418 Tar Road X-ing(KUSMARA to MAINPURI)

82 22/0 C+3 27° 39' 44"R 908 29473 150.292 359 208.2 170 378 208 165 374 418 300 718 WET

300

83 22/1 A+0 29773 149.904 300 129.8 148 278 135 149 283 300 300 600 WET




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

300

84 22/2 C+0 30073 150.234 304 152 7.73 160 151 44 195 300 308 608 PS

308 Tar Road X-ing

85 23/0 D+25 49° 36' 5"L 242 30381 150.456 275 300.7 176 476 264 162 427 308 242 551 PS

242 400kv D/C ALIDABAD TO MAINPURI LINE X-ing Bet. T.NO.949 & 950

86 24/0 D+18 54° 20' 35"R 355 30624 150.087 299 66.72 268 335 80.2 246 326 242 355 598 PS

355

87 25/0 C+0 16° 8' 36"R 1135 30979 150.109 368 87.07 191 278 110 191 300 355 380 735 WET

380 11kv line

88 25/1 A+0 31359 149.952 377 189.3 187 377 189 187 377 380 375 755 WET

375

89 25/2 A+0 31734 149.994 377 187.7 191 379 188 191 378 375 380 755 WET

380 Tar Road X-ing(HARCHANDPUR to NAGLAKOTHI)

90 26/0 B+0 13° 55' 27"L 3581 32114 149.771 390 188.8 203 392 189 202 391 380 400 780 WET

400 canal crossing

91 26/1 A+0 32514 149.083 400 196.9 189 386 198 192 390 400 400 800 WET

400

92 26/2 A+3 32914 148.430 400 210.5 210 421 208 208 416 400 400 800 WET

400 cart track

93 26/3 A+0 33314 149.091 400 189.5 205 395 192 204 396 400 400 800 WBC

400 11kv line

94 26/4 A+0 33714 147.886 400 194.6 185 379 196 189 385 400 400 800 WET

400 11kv line

95 26/5 A+3 34114 148.265 400 215.1 213 428 211 210 421 400 400 800 WET

400

96 26/6 A+0 34514 148.333 400 186.9 188 375 190 191 381 400 400 800 WET

400 nala crossing

97 26/7 A+3 34914 148.022 400 212 213 425 209 210 419 400 400 800 WET

400

98 26/8 A+0 35314 148.059 390 186.7 190 377 190 190 380 400 381 781 WET

381 Tar Road X-ing(NAGALATARA to PARASRAMPUR)

99 27/0 B+0 6° 1' 10"L 3081 35694 148.141 385 190.7 197 388 191 197 387 381 390 771 WET

390 cart track

100 27/1 A+0 36084 147.624 393 192.6 205 398 193 203 397 390 395 785 WET

395

101 27/2 A+0 36479 145.898 395 189.7 197 387 192 197 389 395 395 790 WET

395 11kv line

102 27/3 A+0 36874 145.978 395 197.9 194 392 198 195 393 395 395 790 WET

395 Tar Road X-ing

103 27/4 A+0 37269 145.220 395 200.9 205 406 200 203 403 395 395 790 WET

395

104 27/5 A+0 37664 143.636 395 190.3 199 389 192 199 391 395 395 790 WET

395 tree plantation

105 27/6 D+0 38059 143.978 318 195.9 81.2 277 196 91 287 395 240 635 WET

240 SH-92 X-ing(BEVAR(nh-91) to KUSMARA) bet. Km 16 & 17

106 27/7 D+6 38299 143.174 358 158.8 253 412 149 250 399 240 476 716 PS

476 ISAN RIVER CROSSING

107 28/0 C+9 23° 1' 59"R 2580 38775 144.347 423 222 144 366 226 154 380 476 370 846 WET

370 11kv line

108 28/1 A+0 39145 144.971 370 225.6 182 408 216 183 398 370 370 740 WET

370

109 28/2 A+0 39515 145.598 370 188 178 366 187 180 367 370 370 740 WET

370 CART TRACK

110 28/3 A+0 39885 147.027 370 191.9 188 380 190 187 377 370 370 740 WET

370

111 28/4 A+0 40255 146.491 360 182.4 180 363 183 179 362 370 350 720 WET

350 Tar Road X-ing(MADHUKARPUR to KUSMARA)




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

112 28/5 A+0 40605 145.470 350 169.8 163 333 171 166 337 350 350 700 WET

350

113 28/6 A+3 40955 144.786 375 186.8 218 405 184 214 397 350 400 750 WET

400 cart track & 11KV LINE

114 29/0 C+0 21° 44' 5"L 5607 41355 143.766 388 182 189 371 186 189 375 400 375 775 WET

375 Tar Road X-ing(HARIPUR to KUSMARA)

115 29/1 A+0 41730 143.486 375 186.2 189 375 186 189 375 375 375 750 PS

375

116 29/2 A+0 42105 143.144 375 185.9 189 374 186 188 375 375 375 750 PS

375 NALA CROSSING

117 29/3 A+0 42480 142.934 365 186.5 180 367 187 180 366 375 355 730 PS

355

118 29/4 A+0 42835 142.404 365 174.8 184 358 175 185 360 355 375 730 PS

375 CART TRACK

119 29/5 A+0 43210 143.233 385 191.5 196 388 190 197 387 375 395 770 WET

395 NALA CROSSING

120 29/6 A+0 43605 143.468 385 198.6 188 386 198 188 386 395 375 770 PS

375 CART TRACK

121 29/7 A+0 43980 143.407 375 187.2 185 373 187 186 373 375 375 750 PS

375 CART TRACK

122 29/8 C+0 SECTION TOWER 44355 143.849 375 189.6 188 377 189 188 377 375 375 750 PS

375 Tar Road X-ing(NAGTHA to HARIPUR)

123 29/9 A+0 44730 143.839 375 187.5 184 372 187 185 372 375 375 750 PS

375 CART TRACK

124 29/10 A+0 45105 144.529 375 190.8 181 372 190 183 373 375 375 750 PS

375 Tar Road X-ing

125 29/11 A+0 45480 145.883 375 194 186 380 192 186 379 375 375 750 PS

375 CART TRACK

126 29/12 A+0 45855 146.177 380 188.9 191 380 189 192 380 375 385 760 WET

385

127 29/13 A+0 46240 146.416 388 193.6 200 394 193 199 392 385 390 775 WET

390 CART TRACK

128 29/14 A+0 46630 145.288 361 189.8 162 351 191 163 354 390 332 722 WET

332 canal crossing

129 30/0 B+0 10° 39' 30"R 3127 46962 146.157 366 170.9 188 359 170 191 361 332 400 733 WET

400 CART TRACK

130 30/1 A+3 47362 145.892 400 212.3 213 425 209 209 419 400 400 800 WET

400 11kv line

131 30/2 A+0 47762 146.085 400 187.4 196 384 191 197 388 400 400 800 WET

400 Tar Road X-ing(BHISANNAGAR to RAMNAGAR)

132 30/3 A+3 48162 143.958 400 203.9 215 419 203 211 414 400 400 800 WET

400

133 30/4 A+0 48562 143.629 400 185.1 185 370 189 189 378 400 400 800 WET

400

134 30/5 A+3 48962 143.932 400 214.8 210 425 211 207 419 400 400 800 WET

400 canal crossing

135 30/6 A+0 49362 144.723 390 190.1 191 381 193 191 383 400 380 780 WET

380 11kv line

136 30/7 A+0 49742 144.559 364 189.2 173 362 189 173 362 380 347 727 WET

347 Tar Road X-ing(BHADAI to MAHKAMPUR)

137 31/0 B+0 5° 55' 2"R 1486 50089 144.705 361 174.3 189 363 174 188 363 347 375 722 WET

375

138 31/1 A+0 50464 144.451 375 186.3 193 379 187 192 378 375 375 750 WET

375

139 31/2 A+0 50839 143.278 375 181.9 185 367 183 186 369 375 375 750 WET

375

140 31/3 A+0 51214 143.780 368 189.9 183 373 189 183 372 375 361 736 WET




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

361 11kv line

141 32/0 C+0 27° 43' 16"L 4043 51575 143.203 366 177.7 180 358 178 182 360 361 370 731 WET

370 POND

142 32/1 A+0 51945 144.161 370 189.6 186 375 188 185 374 370 370 740 WET

370 Tar Road X-ing(RANGPUR to KATHOLI)

143 32/2 A+0 52315 144.057 370 184.5 185 369 185 185 369 370 370 740 WET

370 CART TRACK

144 32/3 A+0 52685 144.124 370 185.3 192 377 185 190 375 370 370 740 WET

370

145 32/4 A+0 53055 142.781 370 178.5 193 371 180 191 371 370 370 740 WET

370

146 32/5 A+0 53425 141.218 370 177.4 180 358 179 181 361 370 370 740 WET

370

147 32/6 A+0 53795 142.188 370 189.7 191 381 189 190 378 370 370 740 WET

370

148 32/7 A+0 54165 140.883 370 178.7 184 362 180 184 364 370 370 740 WET

370

149 32/8 A+0 54535 141.132 370 186.2 182 369 186 183 369 370 370 740 WET

370 Tar Road X-ing( KUSHALPUR to BHAWANIGARH)

150 32/9 A+0 54905 141.659 370 187.6 185 372 187 185 372 370 370 740 WET

370

151 32/10 A+0 55275 141.689 357 185.1 184 369 185 181 366 370 343 713 WET

343 Tar Road X-ing

152 33/0 B+0 14° 33' 35"L 1569 55619 139.278 367 159.2 203 362 162 201 363 343 390 733 WET

390 Tar Road X-ing( USMANPUR to BHOJPUR)

153 33/1 A+0 56009 137.622 393 187.4 197 385 189 197 387 390 395 785 WET

395

154 33/2 A+0 56404 137.637 393 197.6 197 395 198 196 394 395 390 785 WET

390

155 33/3 A+0 56794 137.207 392 193 192 385 194 193 387 390 394 784 PS

394 CART TRACK

156 34/0 B+0 10° 49' 49"R 3162 57188 138.283 397 202 203 405 201 202 403 394 400 794 WET

400

157 34/1 A+0 57588 137.721 400 197.5 186 383 198 189 387 400 400 800 WET

400

158 34/2 A+3 57988 137.949 400 214.5 209 424 211 207 418 400 400 800 WET

400

159 34/3 A+0 58388 138.884 400 190.8 198 389 193 198 391 400 400 800 FS

400

160 34/4 A+0 58788 139.352 400 202.1 188 390 202 191 393 400 400 800 WET

400 11kv line

161 34/5 A+0 59188 141.960 385 211.7 181 393 209 182 391 400 370 770 WET

370 11kv line

162 34/6 A+0 59558 142.821 383 189.2 198 387 188 198 386 370 395 765 WET

395

163 34/7 A+0 59953 142.669 396 196.8 200 397 197 199 396 395 397 792 PS

397 11kv line

164 35/0 C+0 29° 58' 48"R 6140 60351 142.449 391 197.7 190 388 198 191 389 397 385 782 WET

385 Tar Road X-ing( SAURIKH to BHOJPUR)

165 35/1 A+0 60736 143.013 385 195.1 193 388 194 193 387 385 385 770 WET

385

166 35/2 A+0 61121 142.960 358 192.3 167 360 192 167 359 385 330 715 WET

330 33KV LINE

167 35/3 A+0 61451 142.500 350 162.5 187 350 163 187 350 330 370 700 WET

370

168 35/4 A+0 61821 142.009 375 182.6 204 387 183 201 384 370 380 750 WET

380 CART TRACK




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

169 35/5 A+0 62201 138.979 390 175.7 206 382 179 205 384 380 400 780 WET

400

170 35/6 A+0 62601 137.560 400 193.6 194 388 195 195 391 400 400 800 WET

400

171 35/7 A+0 63001 138.904 400 206 206 412 205 205 409 400 400 800 WET

400 NALA CROSSING

172 35/8 C+0 SECTION TOWER 63401 137.467 400 193.6 198 392 195 199 394 400 400 800 WET

400 NALA CROSSING

173 35/9 A+0 63801 137.863 400 201.8 200 402 201 200 401 400 400 800 WET

400

174 35/10 A+0 64201 137.824 393 199.8 197 397 200 196 396 400 385 785 WET

385

175 35/11 A+0 64586 136.923 385 188.3 188 376 189 189 378 385 385 770 WET

385

176 35/12 A+0 64971 137.911 385 197.1 180 377 196 183 379 385 385 770 WET

385

177 35/13 A+0 65356 140.582 385 204.9 194 399 202 194 396 385 385 770 WET

385

178 35/14 A+0 65741 140.181 375 190.6 182 373 191 182 373 385 365 750 WET

365 Tar Road X-ing( MACHPURWA to KHANPUR)

179 35/15 A+0 66106 140.118 375 182.8 198 381 183 197 379 365 385 750 WET

385 11kv line

180 36/0 B+0 14° 4' 32"L 1072 66491 138.929 372 186.9 174 361 188 176 364 385 360 745 WET

360 11kv line

181 36/1 A+0 66851 140.130 360 186 179 365 184 180 364 360 360 720 WET

360 11kv line

182 36/2 A+0 67211 140.017 356 180.6 173 354 180 174 355 360 352 712 WET

352

183 37/0 B+0 9° 10' 34"R 1990 67563 140.563 376 179 212 391 178 209 387 352 400 752 WET

400

184 37/1 A+0 67963 137.867 400 187.9 211 399 191 208 399 400 400 800 WET

400 CART TRACK

185 37/2 A+0 68363 135.386 400 188.9 201 390 192 201 393 400 400 800 WET

400

186 37/3 A+0 68763 135.105 395 198.7 196 395 199 196 395 400 390 790 WET


187 37/4 A+0 69153 134.870 395 193.9 177 371 194 183 377 390 400 790 WET

400

188 38/0 B+0 10° 33' 10"L 3216 69553 139.927 380 222.6 182 404 217 181 398 400 360 760 WET

360 CART TRACK

189 38/1 A+0 69913 139.589 360 178.3 182 360 179 181 360 360 360 720 WET

360

190 38/2 A+0 70273 139.275 360 178.4 180 358 179 180 359 360 360 720 WET

360

191 38/3 A+0 70633 139.308 360 180.2 164 344 180 168 348 360 360 720 WET

360 Tar Road X-ing( SARAYYA to TALIGRAM)

192 38/4 A+0 70993 142.593 360 196.3 193 389 192 190 382 360 360 720 WET

360 Tar Road X-ing( KHIRYA to TALIGRAM)

193 38/5 A+0 71353 140.047 350 167.3 162 329 170 164 334 360 340 700 WET

340

194 38/6 A+0 71693 141.604 360 178.2 211 389 176 206 382 340 380 720 WET

380 CART TRACK

195 38/7 A+0 72073 137.206 370 169.3 167 336 174 170 345 380 360 740 WET

360 NALA CROSSING

196 38/8 A+0 72433 139.819 348 193 171 364 190 170 360 360 336 696 WET

336

197 39/0 C+0 28° 58' 38"R 1174 72769 139.343 366 165.5 207 372 166 204 371 336 395 731 WET




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

395 CART TRACK

198 39/1 A+0 73164 137.314 387 188.3 206 394 191 202 393 395 380 775 WET

380

199 39/2 A+0 73544 133.914 389 174 196 370 178 197 375 380 399 779 WET

399 NALA CROSSING

200 40/0 C+0 18° 46' 40"L 2104 73942 134.614 374 202.5 179 381 202 178 379 399 350 749 WET


201 40/1 A+0 74292 133.923 335 171.5 147 318 172 150 322 350 320 670 WET

320

202 40/2 A+0 74612 136.334 350 173.5 172 345 170 176 346 320 380 700 WET

380 Tar Road X-ing (BARAI to RIANAPURWA)

203 40/3 A+0 74992 140.222 365 208.3 175 383 204 175 379 380 350 730 WET

350

204 40/4 A+0 75342 140.275 350 175.3 178 354 175 178 353 350 350 700 WET

350

205 40/5 A+0 75692 139.610 352 171.6 174 345 172 175 347 350 354 704 WET

354 Tar Road X-ing (BARAI to TALIGRAM)

206 41/0 D+0 37° 36' 44"L 2479 76047 140.300 352 180.7 174 355 180 175 354 354 350 704 WET

350

207 41/1 A+0 76397 140.427 350 175.6 177 353 175 176 352 350 350 700 WET

350

208 41/2 A+0 76747 140.063 353 173.1 179 352 174 179 352 350 355 705 WET

355

209 41/3 A+0 77102 139.773 355 176 179 355 176 179 355 355 355 710 WET

355 11kv line

210 41/4 A+0 77457 139.387 355 175.6 181 356 176 180 356 355 355 710 WET

355

211 41/5 A+0 77812 138.762 355 174.3 175 349 175 176 351 355 355 710 WET

355 POND

212 41/6 A+0 78167 139.237 357 179.9 187 367 179 185 365 355 359 714 WET

359 Tar Road X-ing (SALAYANPUR to TAHAPUR)

213 42/0 C+0 20° 8' 47"R 7850 78526 137.770 375 172.4 197 370 174 197 371 359 390 749 WET

390 Tar Road X-ing (TALIGRAM to TAHAPUR)

214 42/1 A+0 78916 137.229 390 192.5 189 382 193 191 384 390 390 780 PS

390

215 42/2 A+0 79306 138.444 393 200.6 199 400 199 199 398 390 395 785 PS

395 cart track

216 42/3 A+0 79701 138.058 395 195.7 184 380 196 188 384 395 395 790 WET

395 cart track

217 42/4 A+3 80096 137.947 395 210.6 196 407 207 197 404 395 395 790 WET

395

218 42/5 A+3 80491 138.221 393 198.7 215 414 198 210 409 395 390 785 WET

390

219 42/6 A+0 80881 136.829 390 174.8 187 362 180 189 369 390 390 780 WET

390 Tar Road X-ing (TALIGRAM to TAHAPUR)

220 42/7 A+0 81271 138.588 390 203.1 192 395 201 193 394 390 390 780 WET

390 11kv line

221 42/8 A+0 81661 139.208 393 197.8 203 401 197 202 399 390 395 785 WET

395 Tar Road X-ing (CHANDRAPUR to GADHORA)

222 42/9 A+0 82056 138.008 390 192.1 197 389 193 196 390 395 385 780 WET

385

223 42/10 A+0 82441 136.981 393 187.7 195 383 189 197 385 385 400 785 WET

400


375 Tar Road X-ing

225 42/12 A+0 83216 135.138 388 173.8 199 372 177 199 376 375 400 775 WET

400 Tar Road X-ing (GUSWAPUR to CHACHITAPUR)




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

226 42/13 A+3 83616 132.434 400 201.3 220 421 201 215 416 400 400 800 WET

400

227 42/14 A+0 84016 131.029 400 180.3 195 375 185 196 381 400 400 800 WET

400

228 42/15 A+0 84416 132.189 395 205.2 190 395 204 191 395 400 390 790 WET

390 NALA CROSSING

229 42/16 A+0 84806 133.261 390 199.9 197 397 199 197 395 390 390 780 WET

390

230 42/17 A+0 85196 132.760 390 192.7 198 391 193 197 390 390 390 780 WET

390

231 42/18 A+0 85586 132.140 393 192.2 195 387 193 196 389 390 395 785 WET

395 cart track

232 42/19 A+0 85981 132.655 395 199.8 97.6 297 199 122 322 395 395 790 WET

395

233 43/0 D+18 46° 49' 4"L 700 86376 136.684 372 297.4 248 546 273 230 503 395 350 745 WET

350 400KV S/C PANKI (KANPUR)-HAPUR LINE X-ing Bet. T.NO.213 & 214

234 43/1 A+3 86726 137.373 350 101.7 100 202 120 118 238 350 350 700 WET

350 220KV D/C PANKI -MAINPURI LINE X-ing Bet. T.NO.252 & 253

235 44/0 D+18 28° 37' 26"R 2613 87076 137.185 363 250.9 280 530 232 257 489 350 375 725 PS

375 cart track

236 44/1 C+0 87451 135.916 375 95.45 186 281 118 186 304 375 375 750 PS

375

237 44/2 A+0 87826 136.278 375 189.2 189 378 189 189 377 375 375 750 WET

375

238 44/3 A+0 88201 135.950 375 185.9 178 364 186 180 367 375 375 750 WET

375

239 44/4 A+0 88576 137.902 375 196.8 188 385 195 188 383 375 375 750 WET

375 NALA CROSSING

240 44/5 A+0 88951 137.749 375 186.8 192 378 187 191 378 375 375 750 WET

375 cart track

241 44/6 A+0 89326 136.881 369 183.4 178 361 184 179 363 375 363 738 FS

363

242 45/0 D+0 32° 40' 18"R 6700 89689 137.583 379 184.7 215 399 184 210 394 363 395 758 FS

395

243 45/1 A+0 90084 133.787 395 180.3 168 348 185 175 360 395 395 790 FS

395 cart track

244 45/2 A+6 90479 134.391 363 227.5 172 400 220 170 390 395 330 725 PS

330

245 45/3 A+6 90809 133.071 365 157.8 209 367 160 207 367 330 400 730 FS

400 NALA CROSSING

246 45/4 A+0 91209 136.971 400 190.6 206 396 193 204 397 400 400 800 WET

400 cart track

247 45/5 A+0 91609 135.713 400 194.4 183 378 196 188 383 400 400 800 WET

400 cart track

248 45/6 A+3 92009 136.403 400 216.5 227 443 212 220 432 400 400 800 WET

400 Tar Road X-ing (SAHANAPUR to MAHMUDAPUR)

249 45/7 A+3 92409 130.474 400 173.4 211 385 180 208 388 400 400 800 WBC


250 45/8 C+0 SECTION TOWER 92809 130.973 400 188.8 202 391 192 201 393 400 400 800 WBC

400

251 45/9 A+0 93209 130.587 400 198.3 187 385 199 190 389 400 400 800 WBC

400

252 45/10 A+3 93609 130.496 400 213 215 428 210 211 421 400 400 800 WBC

400 Tar Road X-ing (NUNARI to TARAN PURWA)

253 45/11 A+0 94009 130.100 400 184.8 186 371 189 190 378 400 400 800 WET

400

254 45/12 A+3 94409 130.142 400 213.6 212 426 210 209 419 400 400 800 WET




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

400

255 45/13 A+0 94809 130.443 400 187.9 188 375 191 191 382 400 400 800 WET

400 Tar Road X-ing (TIRWA to KANNOJ)

256 45/14 A+3 95209 130.233 400 212.5 214 426 209 210 420 400 400 800 WET

400

257 45/15 A+0 95609 130.183 400 186.3 198 384 190 198 388 400 400 800 WET

400

258 45/16 A+0 96009 130.647 390 202.1 175 377 202 179 380 400 380 780 WET

380

259 46/0 B+0 11° 46' 33"R 3836 96389 133.876 387 205.2 202 407 201 201 402 380 395 775 WET

395

260 46/1 A+0 96784 132.992 380 193.5 161 354 194 166 361 395 365 760 WET

365 MANGO GARDEN

261 46/2 A+0 97149 137.420 380 204.2 204 409 199 203 402 365 395 760 PS

395 Tar Road X-ing ( BANGAR to SAKRAURI)

262 46/3 A+0 97544 135.902 390 190.6 206 397 192 203 395 395 385 780 WET

385 NALA CROSSING

263 46/4 A+0 97929 132.995 380 179 181 360 182 183 365 385 375 760 WET

375 NALA CROSSING

264 46/5 A+0 98304 134.338 385 193.9 191 385 192 193 385 375 395 770 WET

395

265 46/6 A+0 98699 135.661 390 203.5 191 395 202 192 394 395 385 780 PS

385

266 46/7 A+0 99084 135.893 385 193.6 190 384 193 191 384 385 385 770 WET

385

267 46/8 A+0 99469 136.330 378 194.5 181 375 194 182 376 385 370 755 WET

370 Tar Road X-ing ( BASTA to RATNAPUR SARAIYAN)

268 46/9 A+0 99839 137.252 378 189.5 196 385 188 195 384 370 386 756 WET

386 Tar Road X-ing ( BASTA to RAMNAGAR)

269 47/0 C+0 25° 9' 3"L 3643 100225 136.652 376 190.3 185 375 191 184 375 386 365 751 WET

365 11kv line

270 47/1 A+0 100590 136.175 365 180.2 187 367 181 186 367 365 365 730 WET

365

271 47/2 A+0 100955 135.229 365 177.9 184 362 179 184 363 365 365 730 WET

365 cart track

272 47/3 A+0 101320 134.854 358 180.7 191 372 181 187 368 365 350 715 WET

350

273 47/4 A+0 101670 131.741 365 159.1 177 336 163 180 343 350 380 730 WET

380 NALA CROSSING

274 47/5 A+0 102050 134.431 373 202.7 178 380 200 179 378 380 365 745 WET

365 Tar Road X-ing ( KHALKAPURWA to DHIRPURWA)

275 47/6 A+0 102415 135.392 358 187.2 171 358 186 172 358 365 350 715 WET

350

276 47/7 A+0 102765 136.212 373 179.2 187 366 178 189 367 350 395 745 WET

395 NALA CROSSING

277 47/8 A+3 103160 135.618 373 208.4 196 405 206 191 397 395 350 745 WET

350 Tar Road X-ing ( PAILHANA to HANSAPUR)

278 47/9 A+0 103510 134.496 354 153.9 181 335 159 180 339 350 358 708 WET

358 33KV LINE

279 48/0 C+0 18° 26' 33"R 775 103868 134.157 374 177.3 191 368 178 192 369 358 390 748 WET

390 Tar Road X-ing ( GADLLIA to BHITAURA)

280 48/1 A+0 104258 135.114 388 199.4 193 393 198 193 391 390 385 775 WET

385

281 49/0 B+0 12° 43' 15"L 2304 104643 134.976 393 191.9 190 382 192 193 385 385 400 785 WET

400 Tar Road X-ing ( THATJA to BEHTA)

282 49/1 A+3 105043 134.171 400 209.8 199 409 207 200 407 400 400 800 WET

400




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

283 49/2 A+3 105443 134.317 400 200.7 214 415 200 211 411 400 400 800 WET

400 Tar Road X-ing ( MHASAIA to BEHTA)

284 49/3 A+0 105843 134.167 370 185.9 172 358 189 171 361 400 340 740 WET

340

285 49/4 A+0 106183 133.844 363 168.3 189 357 169 190 359 340 385 725 WET

385

286 49/5 A+0 106568 134.568 382 195.9 191 386 195 190 385 385 379 764 WET

379

287 50/0 B+0 2° 40' 18"R 2767 106948 134.383 387 188.8 193 382 189 194 383 379 395 774 WET

395

288 50/1 A+3 107343 132.379 395 202 215 418 201 211 412 395 395 790 WET

395

289 50/2 A+0 107738 131.414 395 179.5 214 393 184 210 394 395 395 790 WET

395 Tar Road X-ing

290 50/3 A+0 108133 127.788 395 181.1 204 385 185 202 387 395 395 790 WET

395

291 50/4 A+0 108528 126.450 398 191.4 188 379 193 191 384 395 400 795 WET


292 50/5 A+3 108928 126.186 398 212.3 212 424 209 208 418 400 395 795 WET

395

293 50/6 A+0 109323 126.000 394 183 156 340 187 166 353 395 392 787 WET

392

294 51/0 C+3 20° 39' 44"R 2755 109715 131.656 394 235.6 219 454 226 214 439 392 395 787 WET

395

295 51/1 A+0 110110 129.967 395 176.2 189 366 181 191 373 395 395 790 WET

395

296 51/2 A+0 110505 131.771 395 205.7 221 427 204 215 419 395 395 790 WET

395 CANAL CROSSING

297 51/3 A+0 110900 126.625 395 174.2 200 375 180 200 380 395 395 790 WET

395

298 51/4 A+0 111295 125.995 395 194.6 198 392 195 198 393 395 395 790 WET

395

299 51/5 A+0 111690 125.944 395 197.3 198 395 197 198 395 395 395 790 WET

395

300 51/6 A+0 112085 125.829 390 197 192 389 197 192 389 395 385 780 WET

385

301 52/0 C+0 16° 48' 26"L 6576 112470 126.002 385 193.3 195 388 193 194 387 385 385 770 WET

385

302 52/1 A+0 112855 125.532 385 190.3 192 382 191 192 383 385 385 770 WET

385

303 52/2 A+0 113240 125.630 385 193 194 387 193 194 387 385 385 770 WET

385 NALA CROSSING

304 52/3 A+0 113625 125.256 380 190.8 174 365 191 178 369 385 375 760 WET

375 NALA CROSSING

305 52/4 A+3 114000 125.028 385 200.7 214 414 197 210 407 375 395 770 WET

395 Tar Road X-ing (MAKANPUR to AROL)

306 52/5 A+6 114395 125.557 378 181.5 154 335 185 160 346 395 360 755 WET

360

307 52/6 A+0 114755 126.248 373 206.4 190 397 200 191 391 360 385 745 WET

385

308 52/7 A+0 115140 126.716 393 194.7 181 375 194 185 380 385 400 785 WET

400


395

310 52/9 A+0 115935 131.042 398 197.5 185 382 197 188 386 395 400 795 WET

400

311 52/10 A+0 116335 134.461 398 215.3 199 414 212 198 410 400 395 795 WET




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

395 11KV LINE

312 52/11 A+0 116730 134.217 393 196.4 206 403 197 203 400 395 390 785 WET

390

313 52/12 A+0 117120 131.787 390 183.8 185 369 187 188 374 390 390 780 WET

390

314 52/13 A+0 117510 133.940 388 204.9 202 407 202 200 402 390 385 775 WET

385 11KV LINE

315 52/14 A+0 117895 131.926 385 183.1 181 364 185 184 370 385 385 770 WET

385 11KV LINE

316 52/15 A+0 118280 134.334 385 203.7 191 395 201 192 392 385 385 770 SS

385 11KV LINE

317 52/16 A+0 118665 134.613 383 193.8 181 375 193 184 377 385 381 766 SS

381

318 53/0 D+3 46° 20' 28"L 233 119045 133.511 307 199.2 96 295 197 101 298 381 233 614 SS

233

319 54/0 D+6 46° 7' 29"R 2968 119278 133.172 304 137 216 353 132 209 341 233 375 608 SS

375 Tar Road X-ing ( MERWA to NH-91)

320 54/1 A+0 119653 133.196 375 158.9 187 346 166 187 354 375 375 750 SS

375 33KV LINE

321 54/2 A+0 120028 133.197 375 187.5 191 379 188 190 378 375 375 750 WET

375 LT LINE

322 54/3 A+0 120403 132.376 375 183.6 184 368 185 185 370 375 375 750 WET

375

323 54/4 A+0 120778 133.036 375 190.7 186 376 190 186 376 375 375 750 PS

375 Tar Road X-ing ( JHAPAJBAZPUR to NH-91)

324 54/5 A+0 121153 133.418 375 189.3 190 379 189 189 378 375 375 750 WET

375 11KV LINE

325 54/6 A+0 121528 132.866 375 184.9 187 372 186 187 372 375 375 750 SS

375 POND

326 54/7 A+0 121903 133.042 359 188.3 163 351 188 165 353 375 343 718 WET

343 MANGO GARDEN

327 55/0 B+3 6° 11' 15"L 1575 122246 131.644 369 179.7 221 400 178 215 393 343 395 738 WET

395 cart track

328 55/1 A+0 122641 129.523 395 174.3 190 365 180 192 372 395 395 790 WET

395 11KV LINE

329 55/2 A+0 123036 131.076 395 204.5 179 384 203 184 387 395 395 790 WET

395

330 55/3 A+3 123431 132.108 392 215.8 207 423 211 204 416 395 390 785 SS

390

331 56/0 D+0 30° 3' 18"L 1134 123821 132.373 385 182.3 189 371 185 189 375 390 380 770 SS

380 LT LINE

332 56/1 A+0 124201 132.585 380 191 201 392 191 198 389 380 380 760 SS

380 cart track

333 56/2 A+0 124581 130.292 377 179.2 145 324 182 155 337 380 374 754 WET

374

334 57/0 D+6 54° 31' 51"L 210 124955 133.131 292 229.4 -29.5 200 219 4 223 374 210 584 WET

210 UNDER CONSTRUCTION 500KV HVDC BALIA BIWADI LINE

335 58/0 D+25 23° 17' 12"R 2096 125165 129.889 222 239.4 308 548 206 261 467 210 235 445 SS

235

336 58/1 D+0 125400 129.854 328 -73.4 -149 -223 -26.1 -60 -86.4 235 420 655 SS

420

337 58/2 STANDARD+85 125820 129.072 723 569.2 524 1093 480 521 1001 420 1025 1445 PILE

1025 GANGA RIVER CROSSING

338 58/3 STANDARD+85 126845 122.732 720 501.4 573 1074 504 482 986 1025 416 1441 PILE

416

339 59/0 D+0 17° 51' 19"R 759 127261 123.089 395 -157 191 34 -66.4 190 123 416 375 791 SS

375

Railway X-ing (KANPUR to FARRUKABAD) bet. Km 60 & 61 & NH-91 X-ing(KANPUR to

DELHI) bet. Km 365 & 366




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

340 59/1 A+0 127636 122.432 380 184.4 191 375 185 191 376 375 384 759 WET

384

341 60/0 C+0 20° 8' 14"R 1688 128020 122.690 362 193.3 170 363 193 170 363 384 340 724 WET

340 NALA CROSSING

342 60/1 A+0 128360 122.655 340 169.8 171 341 170 171 341 340 340 680 WET

340 NALA CROSSING

343 60/2 A+0 128700 122.412 340 168.7 171 339 169 171 340 340 340 680 WET

340 Tar Road X-ing ( MUNNIPURWA to SH=40)

344 60/3 A+0 129040 122.284 340 169.3 168 337 169 169 338 340 340 680 WET

340 POND

345 60/4 A+0 129380 122.646 334 171.9 162 334 171 162 334 340 328 668 WET

328 cart track

346 61/0 C+0 14° 48' 45"R 2316 129708 123.045 356 166 194 360 165 194 359 328 385 713 WET

385 Tar Road X-ing ( MELA/ALAMSHAH to SH=40)

347 61/1 A+0 130093 122.696 385 190.9 196 387 191 195 386 385 385 770 WET

385 cart track

348 61/2 A+0 130478 121.948 378 189 183 372 190 184 374 385 370 755 WET

370

349 61/3 A+0 130848 122.314 383 186.8 199 386 186 199 385 370 395 765 WET

395 cart track

350 61/4 A+0 131243 121.989 395 196 197 393 196 197 393 395 395 790 WET

395 cart track

351 61/5 A+0 131638 122.118 391 198.1 194 392 198 194 392 395 386 781 WET

386

352 62/0 D+0 33° 6' 3"R 1535 132024 121.961 381 192.3 191 383 193 190 382 386 375 761 WET

375 cart track

353 62/1 A+0 132399 121.269 385 184.2 194 379 185 195 380 375 395 770 WET

395 cart track

354 62/2 A+0 132794 121.965 390 200.7 192 392 200 192 392 395 385 780 WET

385 cart track

355 62/3 A+0 133179 122.116 382 193.2 194 387 193 193 386 385 380 765 FS

380 11kv line

356 63/0 D+0 44° 52' 30"R 255 133558 121.257 317 185.8 57.1 243 187 75 261 380 255 635 FS

255 SH-40 X-ing(BILHOUR to BANGARMAU) bet. Km 6 & 7

357 64/0 C+9 16° 14' 55"L 503 133813 122.291 379 198 255 453 181 255 435 255 503 758 FS

503

358 65/0 C+9 20° 57' 34"L 5418 134317 121.218 444 247.8 240 488 249 228 477 503 385 888 FS

385

359 65/1 A+0 134702 120.049 388 145.2 176 322 157 181 338 385 390 775 WET

390 Tar Road X-ing

360 65/2 A+3 135092 121.083 388 213.5 202 416 209 200 409 390 385 775 WET

385 Tar Road X-ing

361 65/3 A+0 135477 122.006 388 182.8 198 381 185 198 383 385 390 775 WET

390 POND

362 65/4 A+0 135867 121.248 390 191.5 199 390 192 198 390 390 390 780 WET

390 cart track

363 65/5 A+0 136257 120.400 388 191.1 198 389 192 196 388 390 385 775 WET

385

364 65/6 A+0 136642 119.285 388 187.3 188 375 189 190 378 385 390 775 WET

390 POND


370

366 65/8 A+0 137402 121.136 383 186.7 199 386 186 198 385 370 395 765 WET

395 Tar Road X-ing (UMRIA to MARHAPUR)

367 65/9 A+0 137797 120.847 395 196.2 200 396 197 199 396 395 395 790 WET

395 cart track

368 65/10 A+0 138192 120.347 393 195.2 194 389 196 194 390 395 390 785 WET




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

390 Tar Road X-ing (RAJEPUR to MARHAPUR)

369 65/11 A+0 138582 120.613 385 196.2 190 386 196 190 386 390 380 770 WET

380 11KV LINE

370 65/12 A+0 138962 120.593 378 189.9 189 379 190 189 379 380 375 755 WET

375 LT LINE

371 65/13 A+0 139337 120.287 387 186 199 385 186 199 385 375 398 773 WET

398

372 66/0 C+0 29° 30' 59"L 1992 139735 120.360 399 199.4 190 389 199 192 392 398 400 798 WET

400 cart track

373 66/1 A+3 140135 119.609 400 210.1 211 421 208 208 416 400 400 800 WET

400

374 66/2 A+0 140535 120.242 400 189.4 190 379 192 192 384 400 400 800 WET

400

375 66/3 A+3 140935 119.491 399 210.1 211 421 208 208 416 400 398 798 WET

398 cart track

376 66/4 A+0 141333 119.748 396 186.7 196 382 190 196 386 398 394 792 WET

394 Tar Road X-ing (BARWAGAHAT to SH=38)

377 67/0 D+0 38° 14' 35"R 3158 141727 120.076 395 198.7 184 383 198 187 386 394 395 789 WET

395 cart track

378 67/1 A+3 142122 120.034 395 210.9 221 432 208 215 423 395 395 790 WET

395

379 67/2 A+0 142517 117.849 395 174 194 368 180 195 375 395 395 790 WET

395 KALYANI RIVER CROSSING

380 67/3 A+0 142912 117.156 398 200.6 226 427 200 220 419 395 400 795 WET

400

381 67/4 A+3 143312 119.968 400 174 187 361 180 191 371 400 400 800 WET

400 CART TRACK

382 67/5 A+3 143712 122.779 400 212.6 187 400 209 191 400 400 400 800 WET

400 CART TRACK

383 67/6 A+3 144112 125.591 390 212.6 221 434 209 213 423 400 380 780 WET

380

384 67/7 A+0 144492 121.981 386 158.8 208 367 167 205 372 380 393 773 WET

393 11KV LINE

385 68/0 C+0 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+0 145240 119.590 355 178.2 174 353 178 175 353 355 355 710 WET

355 CART TRACK

387 68/2 A+0 145595 120.201 355 180.6 173 353 180 174 354 355 355 710 PS

355 CART TRACK

388 68/3 A+0 145950 121.171 328 182.4 158 340 181 156 337 355 300 655 PS

300

389 68/4 A+0 146250 119.889 303 142.3 162 304 144 160 304 300 305 605 WET

305 Tar Road X-ing (MUNNIKHERA to FATEHPUR)

390 68/5 A+0 146555 118.261 350 142.9 198 341 145 198 343 305 395 700 WET

395 POND

391 68/6 A+0 146950 118.135 390 196.9 193 390 197 193 390 395 385 780 WET

385 11KV LINE

392 68/7 A+0 147335 117.922 389 191.5 196 388 192 196 388 385 394 779 WET

394

393 69/0 C+0 22° 34' 41"R 832 147729 118.028 347 197.2 149 346 197 149 347 394 300 694 PS

300 Tar Road X-ing

394 69/1 A+0 148029 118.163 300 150.8 159 310 151 157 308 300 300 600 WET


395 69/2 A+0 148329 116.578 266 140.5 111 251 143 112 255 300 232 532 SS

232 Tar Road X-ing

396 70/0 D+0 39° 22' 26"L 5319 148561 117.238 306 121.1 184 305 120 186 306 232 380 612 SS

380 11KV LINE




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

397 70/1 A+0 148941 118.428 380 195.6 190 385 194 190 384 380 380 760 SS

380 cart track

398 70/2 A+0 149321 118.492 380 190.3 189 379 190 189 379 380 380 760 WET


399 70/3 A+0 149701 118.743 380 191.2 190 381 191 190 381 380 380 760 WET

380

400 70/4 A+0 150081 118.848 380 190.5 178 369 190 181 371 380 380 760 PS

380

401 70/5 A+0 150461 121.369 380 201.9 187 389 199 188 387 380 380 760 WET

380 MANGO GARDEN

402 70/6 A+0 150841 121.910 380 192.6 193 386 192 192 384 380 380 760 WET

380

403 70/7 C+0 SECTION TOWER 151221 121.273 380 187 192 379 188 191 379 380 380 760 PS

380

404 70/8 A+0 151601 120.935 380 188.4 188 377 189 189 377 380 380 760 WET

380

405 70/9 A+0 151981 121.332 380 191.9 191 383 191 191 382 380 380 760 WET

380

406 70/10 A+0 152361 121.143 380 189.1 189 378 189 189 379 380 380 760 WET

380

407 70/11 A+0 152741 121.336 380 190.9 185 376 191 186 377 380 380 760 WET

380

408 70/12 A+0 153121 122.336 380 194.7 195 390 194 194 387 380 380 760 WET

380

409 70/13 A+0 153501 121.289 380 185.1 192 377 186 191 378 380 379 759 FS

379 CART TRACK

410 71/0 D+0 47° 7' 42"R 607 153880 120.793 340 187.3 154 342 188 153 341 379 300 679 SS

300

411 71/1 A+0 154180 120.063 303 145.6 153 298 147 153 299 300 307 607 FS

307 Tar Road X-ing ( ANDHALIYA to SH=38)

412 72/0 D+0 48° 52' 40"L 387 154487 120.214 347 154.3 192 347 154 193 347 307 387 694 FS

387

413 73/0 C+0 15° 11' 57"L 1011 154874 120.469 364 194.7 170 364 194 170 364 387 340 727 FS

340 CART TRACK

414 73/1 A+0 155214 120.530 340 170.3 169 339 170 169 339 340 340 680 FS

340

415 73/2 A+0 155554 120.718 336 171 172 343 171 171 341 340 331 671 PS

331 NALA CROSSING

416 74/0 D+0 53° 27' 40"R 4122 155885 119.464 353 158.8 188 346 160 188 348 331 375 706 PS

375 POND & CANAL CROSSING

417 74/1 A+0 156260 119.449 375 187.4 186 374 187 186 374 375 375 750 PS

375

418 74/2 A+0 156635 119.743 375 188.9 185 374 189 185 374 375 375 750 WET

375

419 74/3 A+0 157010 120.301 375 190.2 188 378 190 188 377 375 375 750 WET

375 Tar Road X-ing ( RAMNAGAR to SAFIPUR)

420 74/4 A+0 157385 120.170 375 186.9 185 372 187 186 373 375 375 750 FS

375 11KV LINE

421 74/5 A+0 157760 120.699 375 190 187 377 189 187 377 375 375 750 FS

375

422 74/6 A+0 158135 120.655 375 187.7 185 373 188 186 373 375 375 750 FS

375

423 74/7 A+0 158510 121.200 375 190.1 186 376 189 186 376 375 375 750 WET

375 MANGO PLANTATION

424 74/8 A+0 158885 121.602 365 189.4 171 360 189 172 361 375 355 730 FS

355 MANGO PLANTATION & NALA CROSSING

425 74/9 A+0 159240 122.975 370 184.4 201 385 183 199 382 355 385 740 FS




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

385 MANGO PLANTATION & NALA CROSSING

426 74/10 A+0 159625 121.139 383 184 186 370 186 187 373 385 382 767 SS

382 MANGO PLANTATION & 11KV LINE

427 75/0 C+0 28° 2' 10"L 4300 160007 122.190 386 195.9 195 391 195 195 390 382 390 772 SS

390 Tar Road X-ing (SAFIPUR to SAKHAN/MUSALMAN) & POND

428 75/1 A+0 160397 122.220 390 195.1 186 382 195 189 384 390 390 780 SS

390 Tar Road X-ing & MANGO PLANTATION

429 75/2 A+0 160787 124.084 393 203.6 200 403 201 199 400 390 395 785 WET

395 CANAL CROSSING

430 75/3 A+0 161182 123.640 393 195.5 196 391 196 196 392 395 390 785 FS

390 11KV LINE

431 75/4 A+0 161572 123.443 393 194.1 203 397 194 202 396 390 395 785 PS

395 Tar Road X-ing & MANGO PLANTATION

432 75/5 A+0 161967 122.171 393 191.7 197 388 193 196 389 395 390 785 WET

390

433 75/6 A+0 162357 121.822 390 193.4 193 387 194 194 387 390 390 780 PS

390 Tar Road X-ing

434 75/7 A+0 162747 122.234 393 196.9 195 392 196 196 392 390 395 785 WET

395

435 75/8 A+0 163142 122.727 393 199.7 192 391 199 193 392 395 390 785 WET

390 MANGO TREE PLANTATION

436 75/9 A+0 163532 123.440 393 198.3 195 393 197 195 393 390 395 785 WET


437 75/10 A+0 163927 124.041 387 200.2 189 389 200 189 389 395 380 775 WET

380 Tar Road X-ing ( ALLAUDDIN to SHEPUR/KHURD)

438 76/0 D+0 39° 48' 17"L 3195 164307 124.258 390 191 189 380 191 192 382 380 400 780 WET


439 76/1 A+3 164707 123.714 400 211 211 422 208 208 416 400 400 800 WET


440 76/2 A+0 165107 124.335 400 189.3 185 374 192 189 381 400 400 800 WET

400 MANGO TREE PLANTATION & 11KV LINE

441 76/3 A+3 165507 124.661 400 214.9 214 429 211 211 422 400 400 800 WET

400 MANGO TREE PLANTATION & 11KV LINE

442 76/4 A+0 165907 124.465 400 185.7 191 376 189 193 382 400 400 800 WET

400 MANGO GARDEN & Tar Road X-ing (UNWA to JAMALUDINPUR)

443 76/5 A+3 166307 123.555 400 209.4 217 426 207 212 420 400 400 800 WET


444 76/6 A+0 166707 122.848 400 183.4 194 377 188 195 383 400 400 800 WET

400 MANGO GARDEN & Tar Road X-ing (UNNAO to SAFIPUR)

445 76/7 A+3 167107 121.248 397 206.3 216 422 205 211 416 400 395 795 WET

395 MANGO GARDEN & NALA CROSSING

446 77/0 D+0 31° 33' 28"R 2016 167502 120.194 347 178.9 158 337 183 156 340 395 300 695 WET

300

447 77/1 A+0 167802 118.778 340 141.5 188 330 144 189 332 300 380 680 WET

380 Tar Road X-ing & NALA CROSSING

448 77/2 A+0 168182 119.175 360 191.9 178 370 191 176 368 380 340 720 WET

340

449 77/3 A+0 168522 117.620 350 161.8 187 349 164 185 349 340 360 700 PS

360 Tar Road X-ing

450 77/4 A+0 168882 116.228 340 173.1 167 340 175 165 340 360 320 680 PS

320

451 77/5 A+0 169202 114.988 318 153.1 159 312 155 159 314 320 316 636 PS

316 Tar Road X-ing

452 78/0 C+0 24° 35' 48"R 304 169518 114.806 310 157.2 165 322 157 162 319 316 304 621 PS

304 Tar Road X-ing ( RUSLABAD to CHAKAILVANSHI)

453 79/0 D+3 37° 58' 44"R 245 169822 114.008 275 139.1 281 420 142 242 384 304 245 549 PS

245 UNDER CONSTRUCTION 500KV HVDC BALIA BIWADI LINE




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

454 80/0 D+25 40° 50' 34"L 2333 170067 113.720 317 -36.3 80.8 44 3.02 109 112 245 390 635 WET

390

455 80/1 A+0 170457 113.854 390 309.2 194 504 281 194 475 390 390 780 WET

390

456 80/2 A+0 170847 114.003 393 195.7 198 393 196 198 393 390 395 785 WET

395

457 80/3 A+0 171242 114.003 385 197.5 187 384 198 187 384 395 375 770 WET

375

458 80/4 A+0 171617 114.154 383 188.2 197 385 188 196 384 375 390 765 WET

390

459 80/5 A+0 172007 113.734 391 193.1 196 389 194 196 390 390 393 783 WET

393

460 81/0 C+0 22° 14' 28"L 1186 172400 113.819 401 196.7 189 386 197 193 390 393 410 803 WET

410 Tar Road X-ing & TINAI RIVER CROSSING

461 81/1 A+3 172810 114.501 395 221.1 206 427 217 202 419 410 380 790 WET

380 NALA CROSSING

462 81/2 A+0 173190 114.166 388 174.3 199 373 178 199 377 380 396 776 WET

396

463 82/0 D+0 38° 32' 50"R 3996 173586 114.051 398 197.6 188 386 198 191 389 396 400 796 WET

400

464 82/1 A+3 173986 113.730 400 212 210 422 209 208 417 400 400 800 WET

400

465 82/2 A+0 174386 114.433 400 189.7 185 375 192 189 381 400 400 800 WET

400

466 82/3 A+3 174786 114.820 400 215.2 211 426 211 208 420 400 400 800 WET

400

467 82/4 A+0 175186 115.361 400 189 188 377 192 191 383 400 400 800 WET

400

468 82/5 A+0 175586 118.004 400 211.8 186 398 209 190 399 400 400 800 WET

400

469 82/6 A+0 175986 121.067 400 213.7 185 399 210 189 399 400 400 800 WET

400 Tar Road X-ing (RAOW to MAKHI)

470 82/7 A+3 176386 121.400 400 214.9 211 426 211 208 420 400 400 800 WET

400

471 82/8 A+0 176786 121.908 400 188.8 184 372 192 188 379 400 400 800 WET

400

472 82/9 A+3 177186 122.559 398 216.4 207 424 212 205 417 400 396 796 WET

396

473 83/0 D+0 36° 14' 37"L 336 177583 123.550 366 189 156 345 191 159 350 396 336 732 WET

336 CANAL CROSSING

474 84/0 D+3 49° 42' 51"L 220 177919 122.827 278 180.3 110 290 177 110 287 336 220 556 WET

220 Railway X-ing (UNNAO to HARDOI) bet. Km 10 & 11

475 85/0 D+3 38° 8' 54"R 707 178139 122.825 285 110 192 302 110 188 298 220 350 570 WET

350 CART TRACK

476 85/1 A+0 178489 122.537 353 158.2 181 339 162 180 343 350 357 707 WET

357

477 86/0 D+0 45° 51' 18"R 4203 178846 122.037 371 175.8 193 369 176 193 369 357 385 742 WET

385 Tar Road X-ing (PURA to PAWAI)

478 86/1 A+0 179231 121.972 385 192.2 192 384 192 192 384 385 385 770 PS

385

479 86/2 A+0 179616 122.119 385 193.2 193 386 193 193 386 385 385 770 PS

385

480 86/3 A+0 180001 121.949 385 191.7 194 385 192 193 385 385 385 770 WET

385

481 86/4 A+0 180386 121.708 370 191.4 179 370 192 179 370 385 355 740 WET

355

482 86/5 A+0 180741 121.426 375 176.1 196 373 176 197 373 355 395 750 WET




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

395 CANAL CROSSING

483 86/6 A+0 181136 121.657 395 198.5 197 395 198 197 395 395 395 790 SS

395

484 86/7 A+0 181531 121.799 395 198.1 196 395 198 197 395 395 395 790 SS

395 CART TRACK

485 86/8 A+0 181926 122.037 390 198.6 194 393 198 194 392 395 385 780 SS

385

486 86/9 A+0 182311 121.715 385 191 191 382 191 191 383 385 385 770 SS

385 CART TRACK

487 86/10 A+0 182696 122.095 369 194.3 175 369 194 175 369 385 353 738 SS

353

488 87/0 D+0 38° 48' 8"L 2374 183049 122.438 374 178.5 200 379 178 199 377 353 395 748 SS

395

489 87/1 A+0 183444 121.874 395 194.9 199 394 196 198 394 395 395 790 SS

395

490 87/2 A+0 183839 121.594 395 196.2 196 392 197 196 393 395 395 790 SS

395

491 87/3 A+0 184234 121.987 395 199.3 195 394 199 196 395 395 395 790 WET

395

492 87/4 A+0 184629 122.521 395 199.9 199 399 199 198 398 395 395 790 WET

395 Tar Road X-ing (TIKARGARH to MAWAIYA)

493 87/5 A+0 185024 122.259 397 196.3 198 395 197 199 395 395 399 794 WET

399 LT LINE

494 88/0 B+0 11° 3' 48"L 728 185423 122.531 380 200.8 179 380 201 179 380 399 360 759 WET

360 WBM Road X-ing ( TIKARGARH to MHHPATIKHERA)

495 88/1 A+0 185783 122.776 364 181.2 188 369 181 187 368 360 368 728 WET

368 Tar Road X-ing (UNNAO to BIRCHI)

496 89/0 B+0 12° 37' 37"R 1004 186151 121.993 354 180.2 171 351 181 171 352 368 340 708 SS

340

497 89/1 A+0 186491 121.840 340 169.2 171 340 169 171 340 340 340 680 SS

340

498 89/2 C+0 186831 121.631 332 168.9 22.1 191 169 57 226 340 324 664 PS

324 WBM Road X-ing

499 90/0 D+25 15° 14' 46"L 1093 187156 121.994 275 302.3 105 408 268 107 375 324 225 549 SS

225 400KV D/C UNNAO BARELY LINE X-ing Bet. T.NO.9 & 10

500 90/1 D+25 187381 122.900 257 119.7 301 421 118 262 380 225 290 515 PS

290

501 90/2 C+0 187671 122.630 300 -11.1 254 243 27.5 230 257 290 310 600 PS

310

502 90/3 D+18 187981 121.763 289 55.99 54.4 110 80.5 74 155 310 268 578 PS

268 400KV S/C UNNAO-LUCKNOW LINE X-ing Bet. T.NO.8 & 9

503 91/0 D+6 51° 21' 59"R 245 188248 121.902 256 213.2 143 356 194 138 332 268 245 513 WET

245 Railway X-ing (KANPUR to LUCKNOW) bet. Km 46 & 47

504 92/0 D+3 52° 56' 47"L 235 188493 122.085 240 101.9 165 267 107 153 260 245 235 480 WET

235

505 93/0 D+9 53° 1' 37"R 210 188729 122.306 223 70.33 101 171 82 102 184 235 210 445 WET

210 220 KV D/C KANPUR TO LUCKNOW LINE X-ing Bet. T.NO.104 & 105

506 94/0 D+9 59° 49' 17"L 388 188939 122.823 299 109.4 235 345 108 225 333 210 388 598 PS

388

507 95/0 D+0 48° 32' 46"R 202 189327 122.882 295 152.8 106 259 163 105 268 388 202 590 PS

202 NH-25 X-ing (KANPUR to LUCKNOW) bet. Km 50 & 51

508 96/0 D+0 50° 25' 2"R 842 189529 122.302 241 95.8 136 232 97.1 137 234 202 280 482 WET

280 Tar Road X-ing & 11KV LINE

509 96/1 C+0 189809 122.972 280 144.3 26.6 171 143 55 198 280 280 560 WET

280

510 96/2 D+18 190089 122.694 281 253.4 96.8 350 225 108 333 280 282 562 WET

282 400KV S/C BARA-UNNAO LINE X-ing Bet. T.NO.980 & 981




Adjacent Span


Wind

Span

(m)


(Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

511 97/0 D+25 51° 36' 8"R 200 190371 122.649 241 185.2 322 507 174 267 441 282 200 482 WET

200

512 98/0 C+0 24° 20' 10"R 211 190571 122.860 205 -122 106 -16 -67.2 106 38.6 200 211 411 WET

211

513 99/0 DE+0 190782 122.815 105 105.1 0 105 105 0 105 211 0 211 WET DEAD END (EXISTING UNNAO S/S)


Annexure

Technical Details – Package 2

PACKAGE-2

Scope of work in Substaion

765kV 400kV 220kV 132kV 33kV

765 kV S/C Mainpuri-Hapur & Mainpuri-Greater Noida Line with 765 kV/400 kV AIS at Hapur & Greater Noida and Associated

Schemes/Work

Rating

NANA

Bus switching scheme No. of baysType

Feeder Bay-4,Tfr.

Bay-4, Spare Bay-

2

Feeder Bay-2,Tfr. Bay-

2, BC-1, BT-1, Spare

Bay-4

765/400/220kV

G.Noida

AIS 2X1500MVA,

765/400kV,

2X315MVA,

400/220kV

One & half breaker scheme

for 765&400kV sides and two

main and transfer scheme for

220kV side

400/220/33kV Autor

(Gaziabad)

AIS 2X500MVA,

400/220kV,

3X60MVA,

220/33kV

Feeder Bay-4,Tfr.

Bay-2, Spare bay-

2


2, BC-1,BT-1, Spare

bay-4

NA Feeder Bay-4,Tfr.

Bay-2, Spare bay-

2


5, BC-1,BT-1, Spare

bay-4


2, BR Bay-1,Spare

Bay-2

400/220kV

Sikandarabad

AIS 2X500MVA,

400/220kV


for 400kV and two main and

transfer scheme for 220kV

side


for 400kV and two main and

transfer scheme for 220kV &

single main bus transfer

scheme for 33kVside

NA NA

NA

Feeder/BT

Bay-

15/3,Tfr.

Bay-3

NA

NA

NA


2, BR-1, Spare

Bay-2

Feeder Bay-4,Tfr.

Bay-4, Spare Bay-

2



Bay-2

Name of

Substation765/400/220kV

Hapur

AIS 2X1500MVA,

765/400kV,

2X500MVA,

400/220kV


for 765&400kV sides and two

main and transfer scheme for

220kV side

Sl.No

2

1

6

3

4

5 Feeder Bay-2,Tfr.

Bay-2, Spare bay-

2

NA Feeder Bay-

4,Tfr. Bay-2,

BT-1, Spare

bay-2

400/220kV Nehtaur AIS 2X200MVA,

400/132kV


for 400kV and single main and

transfer scheme for 132kV

side

NA

400/220/132kV

Dasna

AIS 2X315MVA,

400/220kV,

2X100MVA,

220/132kV


for 400kV, two main transfer

bus scheme for 220kV and

singlemain and transfer

scheme for 132kV side


Bay-2, Spare bay-

2



bay-2

Feeder Bay-

3,Tfr. Bay-2,

BT-1, Spare

bay-2

NA

7 400/220/33kV

Indirapuram

GIS 2X500MVA,

400/220kV,

3X60MVA,

220/33kV

NA


for 400kV, two main transfer

bus scheme for 220kV and

single main and transfer

scheme for 33kV side


Bay-2, Spare bay-

2



bay-2

Feeder/BT

Bay-

15/3,Tfr.

Bay-3

Sl. No. Approx. Line

Length (Km)

1 250

2 20

3 60

4 63

5 40

6 207

7 20

8 20

9 40

10 40

11 10

12 30

13 10

14 25

Note:

400kV DC (Quad Moose)Greater Noida(765kV)-Sikandarabad

400kV LILO of one Ckt of Hapur - Indirapuram at 400kV Dasna with Twin Moose

400kV DC(Quad Moose) Indirapuram-Atour

Name of Line

765kV LILO of Meerut(PG) – Agra(PG) at 765kV Gr. Noida with Quad Bersimis

765kV SC Mainpuri - Greater Noida with Quad Bersimis

400kV DC G. Noida (765kV) - Noida Sector 137 with Twin Moose

LILO of one CKT of 400kV G. Noida (765kV) - Noida Sector 137 at 400 kV Indirapuram with Twin Moose

765kV SC Mainpuri - Hapur with Quad Bersimis

LILO of 400 kV Moradabad - Muradnagar Line at 765kV Hapur with Twin Moose

400kV DC Hapur – Indirapuram with Twin Moose

765kV SC Greater Noida - Hapur with Quad Bersimis

LILO of 400kV Muradnagar-Muzaffarnagar at 400kV Atour Substation with Twin Moose

LILO of 400kV Rishikesh-Kashipur at 400kV Nehtaur Substation with Twin Moose

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, 400 & 220kV 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 40KA for 1 sec will be sufficient for all substations

except for Rewa Road, which should be 63KA for 1 sec.

400kV SC Dasna-Indirapuram with Twin Moose

Total Estimated Cost of Package 2 is Rs. 3776 Crores

8/11/2009

Moradabad

Muradnagar

Anpara C & D

Karchana

Meja

Paricha

Tanda

Harduaganj

Rosa

Hapur

G. Noida

Agra (PG)

Meerut (PG)

Indirapuram

Noida Sec 137 Pali

Aligarh

Atour

Muzaffarnagar

Sikandarabad

NehtaurKashipur

Rishikesh

Shahjahanpur

Dasna

Moradabad

Muradnagar

Mainpuri

Anpara C & D

Bara

Karchana

Paricha

Tanda

Harduaganj

Rosa

Hapur

G. Noida

Agra (PG)

Meerut (PG)

Indirapuram

Noida Sec 137 Pali

Aligarh

Muzaffarnagar

Package 2: 765 kV S/C Mainpuri-Hapur & Mainpuri-Greater Noida Line

with 765 kV/400 kV AIS at Hapur & Greater Noida and

Associated Schemes/Work

Generating StationsPGCIL substationUPPTCL substationExisting UPPTCL Lines

To be Constructed765kV substation400kV substation765kV S/C line765kV 2XS/C line400kV D/C line

Survey Report

Mainpuri-Hapur Line

BILL OF QUANTITES FOR TRANSMISSION LINE PACKAGE Name of Line: 765 KV S/C MAINPURI HAPUR Line (218.563km)

AVERAGE SPAN- 375m. LOA No.-909-V.J.P.K./T-5(G) dated 01.09.2008.




Hilly terrain KMS 0

2. TOWER


b. Tension NOS. 124

c. Special River Crossing Tower NOS. 0

3 DETAILED SURVEY INCLUDING PROFILING &





b. Fissured Rock 0

c. Hard Rock LOC 0

d. River Crossing 0

6. BECNHING


b. Fissured Rock 0

c. Hard Rock 0

7.1 DESIGN FABRICATION AND SUPPLY OF TOWER




EXTN'S COMPLETE WITH ALL ABOVE MENTIONED

FITTINGS INCLUDING TACK WELDING AND






(iv) DA+9 M Extn. 0

(v) DA+18 M Extn. 0




(II) DB+3 M Extn. NOS.

0


(iv) DB+9 M Extn. NOS. 0

(v) DB+18 M Extn. NOS 0

(vi) DB+25 M Extn. NO 0







(iv) DC+9 M Extn. 0





(ii) DD+3M Extn. 10


(iv) DD+9M Extn. 5

(v) DD+18M Extn. 7

(vi) DD+25M Extn. 4

7.2 DESIGN FABRICATION AND SUPPLY OF TOWERS


NUTS, STEP BOLTS, PACK WASHERS HANGERS, D- NOS. 0





a. DA/A Standard - 6M Towers (w.r.t. Centre of tower

location)







b. DA/A Standard -4.5M Towers (w.r.t. Centre of tower

location)







c. DA/A Standard -3M Towers (w.r.t. Centre of tower

location)







d. DA/A Standard - 1.5M Towers (w.r.t. Centre of tower

location)









e. DA/A Standard Towers (w.r.t. Centre of tower








f. DA/A Standard 1.5 M Towers (w.r.t. Centre of tower

location)








g.

location)







h. DA/A Standard Towers (w.r.t. Centre of tower






i. DNA Standard Towers +4.5 M (w.r.t. Centre of tower

location)





j. DA/A Standard Towers +6.5 M (w.r.t. Centre of tower

location)





k. DA/A Standard Towers +7.5 M (w.r.t. Centre of tower

location)

Legs at standard -4.5 M level NOS. ' 0






I. DA/A Standard Towers +9.0 M (w.r.t. Centre of tower

location)





a. DB/B Standard-6m towers (w.r.t. center of tower

location.







b. DB/B Standard-4.5m towers (w.r.t. center of tower

location.







c. DB/B Standard-3M towers (w.r.t. center of tower

location.







d. DB/B Standard-1.5m towers (w.r.t. center of tower

location.







e. DB/B Standard Towers (w.r.t. Centre of tower
























h. DB/B Standard Towers (w.r.t. Centre of tower location) for






i. DB/B Standard Towers +4.5 M (w.r.t. Centre of tower

location)






location)





k. DB/B Standard Towers +7.5 M (w.r.t. Centre of tower

location)





I. DB/B Standard Towers +9.0 M (w.r.t. Centre of tower

location)

























































h. DC/C Standard Towers (w.r.t. Centre of tower location) for








0

i. DC/C Standard Towers +4.5 M (w.r.t. Centre of tower

location) .





j. DC/C Standard Towers +6.0 M (w.r.t. Centre of tower

location)





k. DC/C Standard Towers +7.5 M (w.r.t. Centre of tower

location)





I. DC/C Standard Towers +9.0 M (w.r.t. Centre of tower

location)































































i. DD/D Standard Towers +4.5 M (w.r.t. Centre of tower

location)






location)










Legs at standard -7.5 M level I NOS. 0














REINFORCEMENT.


i Dry 57

ii Wet 178





vii Hard Rock 0

viii Sandy Soil 26

ix WBC 32


i Dry 7

ii Wet 12





vii Hard Rock 0

viii Sandy Soil 2

ix WBC 1


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet . 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0







vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i) Dry 0

ii) Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 2

ii Wet 6





vii Hard Rock 0

viii Sandy Soil 1

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i) Dry 0

ii) Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


iJ Dry 0

iiJ Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Dry 12

ii Wet 14





vii Hard Rock 0

viii Sandy Soil 2

ix WBC 0


i Dry 0

ii Wet 2





vii ) Hard Rock 0

viii ) Sandy Soil 0

ix) WBC 0


i) Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


(i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 2

ii Wet 12





vii Hard Rock 0

viii) Sandy Soil 1

ix) WBC 1


SL. NO.



i Dry 0

ii Wet 7





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 1


i Dry 4

ii Wet 8



0

v Dry Fissured Rock

NOS.

0


Vii Hard Rock 0

Viii Sandy Soil 0

ix WBC 0


i Dry 2

ii Wet 2



v

Dry Fissured Rock

NOS. 0


vii Hard Rock 0

Viii Sandy Soil 0

ix WBC 1


i Dry 1

ii Wet 4



v Dry Fissured Rock

0


Vii Hard Rock 0

Viii Sandy Soil 1

ix WBC 0


i

Dry 0

ii Wet 2


iv Fully Submerged

NOs.

0

v Dry Fissured Rock

0

vi


0

- vii

Hard Rock

0

viii Sandy Soil 0

ix WBC 0









i Dry 0

ii Wet 0





vii) Hard Rock 0

viii) Sandy Soil 0

ix WBC 0


i) Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC . 0


. i

Dry

0

ii Wet 0







vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock ' 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i) Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock - 0

Viii Sandy Soil 0

ix WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii } Sandy Soil 0

ix ) WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




(i) Dry 0

(ii) Wet 0





(vii} Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandv Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandv Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0




(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




b. Counterpoise type NOS. 0











c. M 150 (1 :2:4) mixed concrete for top seal cover of revetment. CUM 0

d. Back filling / leaving of volume enclosed by Revetment. CUM 0


ACCESSORIES

a. Danger Plate NOS. 583

b. Number plates NOS. 583

c. Anti Climbing Device NOS. 583

d. Phase Plate Set of 3) NOS. 248

e. Circuit Plate set of 2) NOS. 583

f. Bird Guards NOS. 583









STRINGS EQUIPMENT.


a. Painting of Normal tower above 45m from ground level. NOS. 0

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 0

c. Span markers IN SPAN NOS. 9 (SPAN)




1 0/0 DE+0 3465 159.226 193 0 193.3 193 0 193 193.1 0 385 385 PS DEAD END (PROPOSED MAINPURI S/S)

385

2 0/1 A+0 385 159.057 385 191.7 192.8 384 191.9 193 384.7 385 385 770 PS

385 11kv line

3 0/2 A+0 770 158.980 385 192.2 191.8 384 192.2 192 384 385 385 770 PS

385

4 0/3 A+0 1155 159.193 385 193.2 191.2 384 193.2 192 384.8 385 385 770 PS

385

5 0/4 A+0 1540 159.462 385 193.8 190.1 384 193.4 191 384.2 385 385 770 PS

385 cart track

6 0/5 A+0 1925 159.973 385 194.9 188.1 383 194.3 189 383.5 385 385 770 PS

385

7 0/6 A+0 2310 160.911 385 196.9 193.4 390 195.8 193 389 385 385 770 PS

385 canal

8 0/7 A+0 2695 160.711 385 191.6 192.9 385 191.8 193 384.6 385 385 770 PS

385

9 0/8 A+0 3080 160.615 385 192.1 194.1 386 192.2 194 385.9 385 385.1 770.1 PS

385 Tar Road X-ing(NAGLA CHANDAHAR- UJHALYA)

10 1/0 C+0 15° 27' 26"L 1973 3465 160.294 390 191.1 202.6 394 191.4 201 392.8 385.1 395 780.1 PS

395

11 1/1 A+0 3860 159.174 395 192.4 183.5 376 193.7 187 380.7 395 395 790 FS

395

12 1/2 A+3 4255 159.258 395 211.5 211.2 423 208 208 415.8 395 395 790 PS

395

13 1/3 A+0 4650 159.236 395 183.8 197.7 382 187.2 198 384.9 395 395 790 PS

395

14 1/4 A+0 5045 159.181 394 197.3 200.9 398 197.3 200 397.1 395 393.1 788.1 PS

393

15 2/0 C+0 27° 38' 5"L 3671 5438 158.237 382 192.3 181.1 373 193.3 182 375.4 393.1 370 763.1 PS

370 cart track

16 2/1 A+0 5808 159.041 370 188.9 184.1 373 187.9 184 372.3 370 370 740 PS

370

17 2/2 A+0 6178 159.223 370 185.9 184.8 371 185.7 185 370.5 370 370 740 PS

370

18 2/3 A+0 6548 159.257 370 185.2 185.8 371 185.1 186 370.7 370 370 740 PS

370 11kv line

19 2/4 A+0 6918 159.086 370 184.2 185.7 370 184.4 186 369.9 370 370 740 PS

370

20 2/5 A+0 7288 158.939 370 184.3 184.2 369 184.5 184 368.9 370 370 740 PS

370

21 2/6 A+0 7658 159.094 370 185.8 184.9 371 185.6 185 370.5 370 370 740 PS

370

22 2/7 A+0 8028 159.121 370 185.1 185.3 370 185.1 185 370.3 370 370 740 WBC

370 cart track

23 2/8 A+0 8398 159.060 350 184.7 162.6 347 184.8 163 348 370 330 700 WBC

330 LT line

Tower Schedule (765kv S/C Mainpuri S/S to HAPUR S/S.)

AVERAGE SPAN- 375m.

Adjacent SpanRemark(Ground Feature on 32 m both side from center line with

crossing detailsFoundation

Wind

Span

(m)

Wt. Span (Cold) Wt. Span (Hot)Deviation

Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

24 2/9 A+0 8728 159.498 355 167.4 192.6 360 166.8 192 358.8 330 380.5 710.5 FS

381 LT line

25 3/0 B+0 14° 22' 32"L 2357 9109 159.007 388 188 182.7 371 188.5 186 374.9 380.5 395 775.5 FS

395

26 3/1 A+3 9504 159.266 387 212.3 201.5 414 208.6 199 407.3 395 380 775 FS

380 cart track

27 3/2 A+0 9884 159.824 388 178.5 198.6 377 181.3 198 379.7 380 395 775 FS

395 11kv line

28 3/3 A+0 10279 159.583 395 196.4 194.4 391 196.7 195 391.8 395 395 790 FS

395

29 3/4 A+0 10674 160.268 395 200.6 198.5 399 199.8 198 398.1 395 395 790 FS

395 Tar Road X-ing

30 3/5 A+0 11069 160.041 396 196.5 184.3 381 196.7 188 384.5 395 396.9 791.9 FS

397 cart track

31 4/0 C+3 23° 17' 52"R 1998 11466 160.187 398 212.7 211.9 425 209.1 209 418.1 396.9 400 796.9 FS

400

32 4/1 A+0 11866 160.533 400 188.1 188.3 376 191.1 191 382.3 400 400 800 FS

400 11kv line

33 4/2 A+3 12266 160.141 400 211.7 213.1 425 208.8 210 418.7 400 400 800 FS

400 LT line

34 4/3 A+0 12666 160.211 400 186.9 189.4 376 190.1 192 382.2 400 400 800 FS

400 Tar Road X-ing

35 4/4 A+3 13066 159.576 399 210.6 210.5 421 208 208 415.7 400 398.5 798.5 PS

398 11kv line

36 5/0 C+0 27° 18' 15"R 756 13464 160.071 389 188 191.1 379 190.8 191 381.6 398.5 380 778.5 PS

380

37 5/1 A+0 13844 159.828 378 188.9 183.3 372 189.1 184 373.6 380 375.8 755.8 FS

376 33kv line

38 6/0 C+0 341 14220 160.790 358 192.5 39 231 191.4 71.5 262.9 375.8 341 716.8 FS

341 Tar Road X-ing ( MAINPURI to AUNCHA)

39 7/0 D+25 14° 37' 6"L 245 14561 160.820 293 302 126.3 428 269.5 125 394.8 341 244.5 585.5 PS

245 400KV D/C MAINPURI-BALLABGARH LINE X-ing Bet. T.NO.89 & 90

40 8/0 D+25 55° 11' 21"L 2768 14806 160.268 320 118.2 309.4 428 119.2 282 401 244.5 395 639.5 PS

395

41 8/1 C+0 15201 160.586 395 85.55 199.4 285 113.3 199 312.2 395 395 790 PS

395 Tar Road X-ing

42 8/2 A+0 15596 160.167 395 195.6 196.5 392 196.1 197 392.9 395 395 790 FS

395

43 8/3 A+0 15991 160.377 395 198.5 196.3 395 198.2 197 394.8 395 395 790 PS

395 11kv line

44 8/4 A+0 16386 160.641 395 198.7 196.4 395 198.4 197 395.1 395 395 790 PS

395

45 8/5 A+0 16781 160.876 395 198.6 197 396 198.3 197 395.4 395 395 790 FS

395

46 8/6 A+0 17176 160.985 397 198 199.2 397 197.9 199 397.1 395 398.5 793.5 FS

398

47 9/0 B+0 3372 17574 160.985 387 199.2 187.7 387 199.2 188 386.9 398.5 375 773.5 FS

375 Tar Road X-ing

48 9/1 A+0 17949 160.946 375 187.3 189.2 377 187.4 189 376.2 375 375 750 WET

375 Tar Road X-ing (AUNCHHA to SAKEET)

49 9/2 A+0 18324 160.584 375 185.8 181.9 368 186.2 183 369.5 375 375 750 DRY






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

375

50 9/3 A+0 18699 161.763 375 193.1 186.5 380 191.7 187 378.5 375 375 750 WET

375 11kv line

51 9/4 A+0 19074 161.972 375 188.5 186.6 375 188.3 187 375.1 375 375 750 WET

375 11kv line

52 9/5 A+0 19449 162.163 375 188.4 186.4 375 188.2 187 374.8 375 375 750 WET

375 cart track

53 9/6 A+0 19824 162.402 375 188.6 187 376 188.4 187 375.5 375 375 750 WET

375

54 9/7 A+0 20199 162.508 375 188 189.1 377 187.9 189 376.6 375 375 750 WET

375 cart track

55 9/8 A+0 20574 162.165 373 185.9 168.9 355 186.3 173 359.3 375 371.6 746.6 PS

372

56 10/0 D+3 3072 20946 162.682 378 202.8 193.6 396 198.6 193 391.9 371.6 385 756.6 FS

385 Tar Road X-ing

57 10/1 A+3 21331 162.436 385 191.4 203 394 191.6 200 392 385 385 770 WET

385

58 10/2 A+0 21716 163.183 385 182 193 375 184.6 193 377.5 385 385 770 PS

385 cart track

59 10/3 A+0 22101 163.072 385 192 191.3 383 192.1 192 383.7 385 385 770 WET

385 cart track

60 10/4 A+0 22486 163.337 385 193.7 192.7 386 193.4 193 386.1 385 385 770 WET

385 cart track

61 10/5 A+0 22871 163.293 385 192.3 189 381 192.3 190 382.2 385 385 770 WET

385 cart track

62 10/6 A+0 23256 164.039 385 196 192.7 389 195.1 193 387.8 385 385 770 WET

385 cart track

63 10/7 A+0 23641 164.090 381 192.3 189.1 381 192.3 189 381.3 385 376.6 761.6 WET

377 11kv line

64 11/0 C+0 21° 30' 7"R 2995 24017 163.912 376 187.5 185.4 373 187.7 186 373.6 376.6 375 751.6 WET

375 cart track

65 11/1 A+0 24392 164.358 375 189.6 186.3 376 189.1 187 375.7 375 375 750 WET

375

66 11/2 A+0 24767 164.610 375 188.7 190.5 379 188.4 190 378.2 375 375 750 WET

375 cart track

67 11/3 A+0 25142 163.978 375 184.5 182.8 367 185.2 184 369.2 375 375 750 WBC

375 Tar Road X-ing (LOTHARA to SAKEET)

68 11/4 A+0 25517 164.967 375 192.2 186.7 379 191.1 187 377.9 375 375 750 PS

375 cart track

69 11/5 A+0 25892 165.144 375 188.3 193.3 382 188.1 192 380 375 375 750 PS

375

70 11/6 A+0 26267 163.931 375 181.7 181.8 363 183.1 183 366.3 375 375 750 FS

375 cart track

71 11/7 A+0 26642 165.133 373 193.2 184 377 191.8 184 376.1 375 370.1 745.1 DRY

370

72 12/0 C+0 16° 30' 30"L 2220 27012 165.349 370 186.1 185.1 371 185.9 185 371 370.1 370 740.1 WET

370 Tar Road X-ing

73 12/1 A+0 27382 165.322 370 184.9 184.8 370 184.9 185 369.7 370 370 740 WBC

370

74 12/2 A+0 27752 165.371 370 185.2 184.6 370 185.2 185 369.9 370 370 740 WBC

370






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

75 12/3 A+0 28122 165.455 370 185.4 182.7 368 185.3 183 368.6 370 370 740 WET

370

76 12/4 A+0 28492 165.920 370 187.3 184.3 372 186.7 184 371.2 370 370 740 WET

370 11kv line

77 12/5 C+0 28862 166.067 370 185.7 95.12 281 185.5 117 302.9 370 370.1 740.1 DRY

370

78 13/0 D+18 21° 15' 52"R 241 29232 166.639 305 274.9 120.3 395 252.7 120 373 370.1 240.7 610.8 WET

241 U/C 500KV HVDC BALIA-BIWADI LINE(powergrid)

79 14/0 D+18 50° 21' 28"L 7062 29473 166.643 315 120.4 281.8 402 120.4 260 380.7 240.7 390 630.7 WET

390

80 14/1 A+0 29863 165.745 393 108.2 197.7 306 129.7 198 327.3 390 395 785 WET

395

81 14/2 A+0 30258 165.710 393 197.3 191.9 389 197.4 193 390.1 395 390 785 DRY

390 Tar Road X-ing

82 14/3 A+0 30648 166.380 393 198.1 198.2 396 197.3 198 395.3 390 395 785 WET

395 Tar Road X-ing

83 14/4 A+0 31043 166.228 393 196.8 196.2 393 197 196 392.9 395 390 785 WET

390 LT line

84 14/5 A+0 31433 165.958 393 193.8 196.3 390 194.1 197 390.6 390 395 785 WET

395

85 14/6 A+0 31828 166.231 393 198.7 193.7 392 198.4 194 392.4 395 390 785 DRY

390

86 14/7 A+0 32218 166.524 393 196.3 197.1 393 196 197 393.2 390 395 785 WET

395 Tar Road X-ing (BALAKPUR to SAKEET)

87 14/8 A+0 32613 166.611 393 197.9 194.7 393 197.8 195 392.6 395 390 785 WBC

390

88 14/9 C+0 Section Tower 33003 166.679 393 195.3 198.7 394 195.2 198 393.6 390 395 785 WBC

395 cart track

89 14/10 A+0 33398 166.424 393 196.3 196.2 393 196.6 196 392.5 395 390 785 DRY

390

90 14/11 A+0 33788 166.168 393 193.8 198.2 392 194.1 198 392.2 390 395 785 DRY

395 cart track

91 14/12 A+0 34183 166.009 393 196.8 194.1 391 197 194 391.3 395 390 785 WET

390

92 14/13 A+0 34573 166.210 393 195.9 194 390 195.7 195 390.5 390 395 785 WET

395

93 14/14 A+0 34968 166.991 393 201 197.2 398 200.2 197 396.8 395 390 785 WET

390 Tar Road X-ing

94 14/15 A+0 35358 166.504 393 192.8 194.2 387 193.3 195 388.3 390 395 785 PS

395 Tar Road X-ing

95 14/16 A+0 35753 167.231 393 200.8 194.3 395 200 194 394.5 395 390 785 WET

390 11kv line

96 14/17 A+0 36143 167.376 391 195.7 192.6 388 195.5 193 388.9 390 391.7 781.7 WET

392 11kv line

97 15/0 B+0 6° 13' 55"R 2708 36535 168.081 388 199.1 196.4 395 198.3 195 393.7 391.7 385 776.7 WET

385

98 15/1 A+0 36920 167.249 388 188.6 194.3 383 189.6 194 384 385 390 775 WET

390 LT line

99 15/2 A+0 37310 167.410 388 195.7 196.2 392 195.6 195 390.8 390 385 775 WET

385

100 15/3 A+0 37695 166.623 388 188.8 194.8 384 189.7 195 384.6 385 390 775 PS






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

390

101 15/4 A+0 38085 166.667 388 195.2 193 388 195.2 193 388 390 385 775 WET

385

102 15/5 A+0 38470 166.567 388 192 195.4 387 192.1 195 387.4 385 390 775 WBC

390

103 15/6 A+0 38860 166.485 387 194.6 190.8 385 194.7 191 385.7 390 383.3 773.3 WET

383 11kv line

104 16/0 B+0 12° 44' 16"L 1983 39243 166.666 389 192.5 183.7 376 192.3 187 379.4 383.3 395 778.3 WET

395 Tar Road X-ing ( NAGLA MOHIL to MANUKHPUR)

105 16/1 A+3 39638 166.707 395 211.3 212.2 424 207.9 209 416.5 395 395 790 WET

395

106 16/2 A+0 40033 166.460 398 182.8 185.3 368 186.4 189 375.4 395 400 795 WBC

400

107 16/3 A+3 40433 166.737 398 214.7 210.5 425 211 207 418.3 400 395 795 SS

395

108 16/4 A+0 40828 166.876 397 184.5 197.6 382 187.7 198 385.7 395 398.2 793.2 WBC

398

109 17/0 C+0 28° 3' 44"L 230 41226 167.213 314 200.6 116.3 317 200.2 116 316.2 398.2 230 628.2 WET

230 SH-85 X-ing(Shikohabad to Etah) bet. Km 8 & 9

110 18/0 D+0 2140 41456 167.050 295 113.7 177.7 291 114 178 292.3 230 360 590 WET

360

111 18/1 A+0 41816 167.504 360 182.3 181.1 363 181.7 181 362.6 360 360 720 WET

360

112 18/2 A+0 42176 167.273 360 178.9 178.1 357 179.1 179 357.7 360 360 720 SS

360

113 18/3 A+0 42536 167.656 360 181.9 174.2 356 181.4 176 357.1 360 360 720 WET

360

114 18/4 A+0 42896 168.825 360 185.8 181.8 368 184.4 181 365.7 360 360 720 WBC

360 Tar Road X-ing (DALEPUR to BINDROBAN)

115 18/5 A+0 43256 168.468 350 178.2 175.5 354 178.7 174 352.8 360 340 700 WET

340

116 19/0 B+0 9° 3' 13"R 2244 43596 167.429 357 164.5 187.1 352 165.9 187 353.1 340 375 715 WET

375

117 19/1 A+0 43971 167.509 375 187.9 188.5 376 187.8 188 376.1 375 375 750 WET

375

118 19/2 A+0 44346 167.294 375 186.5 187.3 374 186.7 187 374 375 375 750 SS

375

119 19/3 A+0 44721 167.242 375 187.7 184 372 187.7 185 372.6 375 375 750 WET

375

120 19/4 A+0 45096 167.967 375 191 186.4 377 190.1 187 376.8 375 375 750 WET

375 11kv line

121 19/5 A+0 45471 168.195 372 188.6 188.3 377 188.3 187 375.6 375 368.5 743.5 WET

369 Tar Road X-ing (NIDHAULI KHURD to HASANPUR)

122 20/0 B+0 4° 17' 23"R 1578 45840 167.373 382 180.3 199 379 181.3 199 379.9 368.5 395 763.5 SS

395

123 20/1 A+0 46235 167.035 395 196 188.4 384 196.3 191 387 395 395 790 WET

395 Canal crosssing

124 20/2 A+0 46630 169.041 395 206.6 202.1 409 204.3 201 405.3 395 395 790 WET

395

125 20/3 A+0 47025 168.016 394 192.9 169.3 362 194 176 370 395 393.2 788.2 WET

393






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

126 21/0 D+6 8° 32' 20"R 246 47418 168.018 319 223.9 121.9 346 217.2 122 339.3 393.2 245.6 638.8 WET

246 132kv S/C ETAH-TUNDLA LINE

127 22/0 D+6 54° 0' 3"L 2721 47664 168.137 323 123.7 225.6 349 123.5 219 342.7 245.6 400 645.6 WET

400

128 22/1 A+0 48064 168.426 398 174.4 196.5 371 180.8 197 377.5 400 395 795 WET

395 Tar Road X-ing (GAZIPUR to PRITHIRAJPUR)

129 22/2 A+0 48459 168.199 385 198.5 188.7 387 198.3 188 386.7 395 375 770 WBC

375 11kv line

130 22/3 A+0 48834 167.953 383 186.3 196.1 382 186.6 196 382.4 375 390 765 WBC


131 22/4 A+0 49224 167.714 390 193.9 176.4 370 194.2 181 375.2 390 390 780 PS

390 33kv line

132 22/5 A+3 49614 168.755 390 213.6 199.6 413 209 198 407.4 390 390 780 PS

390

133 22/6 A+0 50004 170.757 385 190.4 195.2 386 191.6 194 385.6 390 380.8 770.8 WET

381

134 23/0 D+0 31° 17' 1"R 1080 50384 169.730 388 185.6 197 383 186.8 197 383.9 380.8 395 775.8 WET

395 SH-31 X-ing(Agra to Etah) bet. Km 52 & 53

135 23/1 A+0 50779 169.846 395 198 180.9 379 197.9 185 382.9 395 395 790 WET

395 11kv line

136 23/2 D+3 51174 170.501 343 214.1 136.7 351 210 139 348.7 395 290.3 685.3 WET

290 Railway X-ing(Barhan to Etah) bet. Km 54 & 55

137 24/0 D+6 2963 51465 168.880 330 153.7 212 366 151.6 205 356.9 290.3 370 660.3 WET

370

138 24/1 A+0 51835 169.308 370 158 185.5 344 164.7 185 350.1 370 370 740 WET

370 11kv line

139 24/2 A+0 52205 169.198 370 184.5 183.9 368 184.6 184 368.8 370 370 740 WET

370

140 24/3 A+0 52575 169.425 370 186.1 185.6 372 185.8 185 371.3 370 370 740 WET

370

141 24/4 A+0 52945 169.301 370 184.4 185 369 184.5 185 369.6 370 370 740 WET


142 24/5 A+0 53315 169.296 370 185 183.9 369 185 184 369.2 370 370 740 PS

370

143 24/6 A+0 53685 169.519 370 186.1 184 370 185.8 184 370 370 370 740 WET

370

144 24/7 A+0 54055 169.732 371 186 185.4 371 185.8 186 371.5 370 372.9 742.9 WET

373 11kv line

145 25/0 D+0 31° 35' 30"L 416 54428 169.943 394 187.5 196.3 384 187.2 199 386.4 372.9 415.8 788.7 PS

416 pond

146 26/0 C+3 345 54843 169.640 380 219.5 191.2 411 216.6 187 403.2 415.8 345.1 760.9 PS

345 LOWER GANGA CANAL CROSSING

147 27/0 D+0 47° 15' 43"R 4820 55189 169.049 348 153.9 169.6 324 158.5 171 329.5 345.1 350 695.1 PS

350

148 27/1 A+0 55539 170.097 370 180.4 194 374 179 194 373.3 350 390 740 WET

390 Tar Road X-ing

149 27/2 A+0 55929 169.889 383 196 186.2 382 195.7 187 382.2 390 375 765 WBC

375 cart track

150 27/3 A+0 56304 170.163 373 188.8 182.7 371 188.5 183 371.7 375 370 745 FS

370 cart track

151 27/4 A+0 56674 170.641 370 187.3 183.6 371 186.7 184 370.7 370 370 740 PS






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

370

152 27/5 A+0 57044 170.938 373 186.4 186.9 373 186.1 187 373.2 370 375 745 PS

375 cart track

153 27/6 A+0 57419 171.055 373 188.1 184.2 372 187.9 184 372.3 375 370 745 PS

370

154 27/7 A+0 57789 171.225 370 185.8 183 369 185.6 184 369.1 370 370 740 WET

370 cart track

155 27/8 A+0 58159 171.634 373 187 190.2 377 186.5 190 376 370 375 745 WET

375

156 27/9 A+0 58534 171.075 373 184.8 184.9 370 185.5 185 370.4 375 370 745 FS

370 CANAL CROSSING

157 27/10 A+0 58904 171.094 370 185.1 186.6 372 185.1 186 371.3 370 370 740 PS

370 11kv line

158 27/11 A+0 59274 170.763 373 183.4 185.7 369 183.8 186 369.9 370 375 745 PS

375 Tar Road X-ing

159 27/12 A+0 59649 171.143 367 189.3 179 368 188.9 179 368 375 359.7 734.7 PS

360

160 28/0 D+0 43° 4' 6"R 717 60008 171.320 360 180.7 181.3 362 180.5 181 361.5 359.7 360 719.7 WET

360

161 28/1 A+0 60368 171.060 359 178.7 149.7 328 179 157 335.9 360 357.1 717.1 PS

357

162 29/0 D+6 38° 38' 4"R 191 60725 170.820 274 207.5 -17.2 190 200.3 10.7 211 357.1 191 548.1 FS

191 220kv D/C MAINPURI-ALIGARH LINE

163 30/0 D+18 15° 1' 18"L 472 60916 170.830 332 208.2 305.8 514 180.3 289 468.8 191 472.3 663.3 WET

472 11kv line

164 31/0 D+0 215 61389 170.470 344 166.5 83 250 183.8 89.1 272.8 472.3 215 687.3 WET

NH 215 NH-91 X-ing(Kanpur to Delhi) bet. Km 192 & 193

165 32/0 D+3 49° 52' 24"L 5159 61604 170.410 307 132 211.4 343 125.9 209 334.5 215 400 615 WET

400

166 32/1 A+0 62004 170.874 382 188.6 180.1 369 191.5 181 372.2 400 365 765 WBC

365

167 32/2 A+0 62369 171.361 380 184.9 181.8 367 184.3 186 370 365 395 760 PS

395 cart track

168 32/3 A+3 62764 171.823 398 213.2 215.7 429 209.3 212 421.2 395 400 795 PS

400 Tar Road X-ing (BARAI to NH-91)

169 32/4 A+0 63164 171.307 400 184.3 186.1 370 188.1 190 377.7 400 400 800 PS

400

170 32/5 A+3 63564 171.411 400 213.9 213.8 428 210.5 210 420.8 400 400 800 PS

400 LT line

171 32/6 A+0 63964 171.338 400 186.2 213 399 189.6 210 399.4 400 400 800 WBC

400 cart track

172 32/7 C+3 Section Tower 64364 171.246 400 187 212 399 190.2 209 399.2 400 400 800 WET

400 11kv line

173 32/8 A+0 64764 171.570 400 188 199.1 387 191 199 390.3 400 400 800 WET

400 cart track

174 32/9 A+0 65164 171.780 400 200.9 185.5 386 200.7 189 389.8 400 400 800 PS

400 cart track

175 32/10 A+3 65564 172.010 400 214.5 216.8 431 210.9 213 423.6 400 400 800 FS

400 Nala crossing

176 32/11 A+0 65964 171.252 400 183.2 182.8 366 187.3 187 374.4 400 400 800 FS

400 Tar Road X-ing (KANCHNGARHI to GULABPUR)






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

177 32/12 A+3 66364 172.103 399 217.2 209.4 427 213 207 419.9 400 398.7 798.7 FS

399

178 33/0 C+0 16° 31' 20"L 1787 66762 172.860 379 189.2 178.6 368 191.7 179 370.7 398.7 360 758.7 PS

360

179 33/1 A+0 67122 173.146 360 181.4 177.8 359 181.1 178 359.4 360 360 720 PS

360

180 33/2 A+0 67482 173.587 360 182.2 177.7 360 181.7 178 359.9 360 360 720 SS

360 cart track

181 33/3 A+0 67842 174.054 360 182.3 180.3 363 181.7 180 361.9 360 360 720 WET

360 11kv line

182 33/4 A+0 68202 174.003 353 179.7 173 353 179.8 173 352.9 360 347 707 WET

347 cart track

183 34/0 B+0 3° 6' 48"L 2761 68549 174.100 371 174 197.2 371 173.9 197 371.2 347 395 742 WET

395 cart track

184 34/1 A+0 68944 174.160 395 197.8 197.5 395 197.7 197 395.2 395 395 790 WET

395

185 34/2 A+0 69339 174.163 395 197.5 198.5 396 197.5 198 395.8 395 395 790 WET

395

186 34/3 A+0 69734 173.939 395 196.5 193.1 390 196.7 194 391 395 395 790 WET

395 11kv line

187 34/4 A+0 70129 174.900 395 201.9 196.1 398 200.8 196 397.2 395 395 790 WET

395 cart track

188 34/5 A+0 70524 175.202 395 198.9 197.8 397 198.5 198 396.3 395 395 790 WET

395 Tar Road X-ing

189 34/6 A+0 70919 175.128 393 197.2 197.8 395 197.2 197 394.5 395 391 786 PS

391

190 35/0 C+0 15° 23' 29"L 1150 71310 174.630 373 193.2 178.7 372 193.8 178 372.2 391 355 746 PS

355

191 35/1 A+0 71665 174.394 375 176.3 184.4 361 176.6 188 364.2 355 395 750 WET

395 Tar Road X-ing

192 35/2 A+3 72060 174.284 397 210.6 212.3 423 207.4 209 416.6 395 400 795 WET

400

193 36/0 B+0 13° 38' 25"R 1078 72460 174.540 390 187.7 189.7 377 190.7 190 380.5 400 380 780 WET

380

194 36/1 A+0 72840 174.597 380 190.3 189.7 380 190.2 190 380 380 380 760 WET

380 Tar Road X-ing (KICHORA to PRATIBHANPUR)

195 36/2 A+0 73220 174.662 349 190.3 161.7 352 190.2 161 351.3 380 318.3 698.3 WBC

318 11kv line

196 37/0 D+0 32° 25' 0"R 2353 73539 174.200 357 156.5 200.7 357 157.2 200 357.1 318.3 395 713.3 WET

395

197 37/1 A+0 73934 173.500 393 194.3 195.3 390 195.1 195 390.4 395 390 785 WET

390

198 37/2 A+0 74324 173.428 393 194.7 193.4 388 194.8 194 389.2 390 395 785 WET

395 LT line

199 37/3 A+0 74719 174.327 393 201.6 197 399 200.6 196 397 395 390 785 WET

390 Tar Road X-ing (KICHORA to GADIYA)

200 37/4 A+0 75109 173.902 393 193 197.8 391 193.5 198 391.3 390 395 785 SS

395 11kv line

201 37/5 A+0 75504 173.827 391 197.2 192.9 390 197.2 193 390.4 395 387.7 782.7 WET

388 Tar Road X-ing

202 38/0 C+0 17° 13' 15"L 794 75891 174.030 391 194.8 199.2 394 194.5 199 393.3 387.7 395 782.7 WET






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

395 cart track

203 38/1 A+0 76286 173.654 397 195.8 184.8 381 196.2 188 384.7 395 399.2 794.2 WET

399

204 39/0 D+3 19° 19' 40"R 234 76685 173.950 317 214.4 117.3 332 210.7 117 328 399.2 234.4 633.5 WET

RAIL 234 Railway X-ing (MATHURA to KASGANJ) bet. Km 267 & 268

205 40/0 D+3 16° 48' 47"L 3932 76920 173.940 315 117.1 211.6 329 117.1 208 325.2 234.4 395 629.4 WBC

395

206 40/1 A+0 77315 173.830 395 183.4 196.7 380 186.9 197 383.8 395 395 790 WBC

395

207 40/2 A+0 77710 173.996 395 198.3 197.2 395 198.1 197 395.3 395 395 790 WBC

395

208 40/3 A+0 78105 174.072 395 197.8 196.8 395 197.8 197 394.8 395 395 790 SS

395

209 40/4 A+0 78500 174.219 395 198.2 198.5 397 198 198 396.2 395 395 790 PS

395

210 40/5 A+0 78895 174.008 395 196.5 193.4 390 196.8 194 391.2 395 395 790 PS

395

211 40/6 A+0 79290 174.922 395 201.6 199.8 401 200.6 199 399.8 395 395 790 WET

395 SH-33 X-ing(KASGANJ to SIKANDRARAO) bet. Km 179 & 180

212 40/7 A+0 79685 174.416 395 195.2 198 393 195.8 198 393.7 395 395 790 WET

395

213 40/8 A+0 80080 174.305 395 197 197.5 395 197.1 198 394.6 395 395 790 PS

395

214 40/9 A+0 80475 174.302 386 197.5 187.7 385 197.5 188 385.4 395 377 772 PS

377 cart track

215 41/0 C+0 29° 50' 47"L 2349 80852 174.470 389 189.3 186.9 376 189.1 190 379.3 377 400 777 SS

400

216 41/1 A+3 81252 174.389 400 213.1 211.2 424 209.8 208 418.2 400 400 800 FS

400

217 41/2 A+0 81652 174.899 398 188.8 197.2 386 191.6 197 388.9 400 395 795 FS

395

218 41/3 A+0 82047 174.963 398 197.8 200.4 398 197.7 200 398 395 400 795 WET

400 11kv line

219 41/4 A+0 82447 174.870 380 199.6 179.6 379 199.7 180 379.3 400 360 760 WET

360 Tar Road X-ing (TUTI to BATTER)

220 41/5 A+0 82807 174.960 377 180.4 184 364 180.3 187 367.5 360 393.5 753.5 WET

394

221 42/0 C+3 16° 49' 16"R 422 83200 174.760 408 209.5 210 420 206.4 210 416.6 393.5 421.7 815.2 WET

422 cart track

222 43/0 D+3 46° 23' 30"R 1858 83622 174.950 396 211.6 199.9 411 211.4 196 407.6 421.7 370 791.7 PS

370

223 43/1 A+0 83992 174.880 373 170.1 185.7 356 173.8 186 359.9 370 375 745 FS

375 cart track

224 43/2 A+0 84367 175.264 373 189.3 178.4 368 188.9 180 368.9 375 370 745 FS

370

225 43/3 A+0 84737 176.627 373 191.6 185 377 190 186 375.6 370 375 745 PS

375 CANAL CROSSING

226 43/4 A+0 85112 177.146 372 190 188.2 378 189.4 187 376.5 375 368.2 743.2 WBC

368

227 44/0 D+0 1915 85480 176.310 377 180 192.5 373 181 192 373.5 368.2 385 753.2 WBC

385 Tar Road X-ing (KAPASIYA to KOTHILA)






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

228 44/1 A+0 85865 176.317 385 192.5 191.2 384 192.5 192 384.1 385 385 770 WET

385

229 44/2 A+0 86250 176.592 385 193.8 182.6 376 193.5 185 378.5 385 385 770 SS

385 cart track

230 44/3 A+0 86635 178.710 385 202.4 193.3 396 199.9 193 393 385 385 770 SS

385 CANAL CROSSING

231 44/4 A+0 87020 178.538 380 191.7 185.5 377 191.9 186 377.9 385 375.3 760.3 WET

375

232 45/0 C+0 20° 17' 46"R 6549 87395 178.990 380 189.8 199.6 389 189.3 198 387.1 375.3 385 760.3 WBC

385

233 45/1 A+0 87780 177.467 385 185.4 192.7 378 187.2 193 379.8 385 385 770 WET

385

234 45/2 A+0 88165 177.426 385 192.3 191.7 384 192.4 192 384.3 385 385 770 WET

385 POND

235 45/3 A+0 88550 177.590 385 193.3 184.4 378 193.1 186 379.5 385 385 770 WET

385 Tar Road X-ing (CHARAIL to ALAMPUR)

236 45/4 A+0 88935 179.324 385 200.6 195.4 396 198.6 195 393.2 385 385 770 WET

385

237 45/5 A+0 89320 178.703 388 189.6 195.1 385 190.3 195 385.4 385 390 775 PS

390

238 45/6 A+0 89710 178.672 393 194.9 183 378 194.9 187 381.5 390 395 785 PS

395 cart track

239 45/7 A+3 90105 178.862 395 212 209.5 421 208.4 207 414.9 395 395 790 PS

395 WBM ROAD X-ING ( LIHA ALAMPUR to ALAMPUR)

240 45/8 A+0 90500 179.214 395 185.5 195.5 381 188.5 196 384.5 395 395 790 PS

395 cart track

241 45/9 C+0 Section Tower 90895 179.655 393 199.5 197 397 199 197 395.5 395 390 785 PS

390

242 45/10 A+0 91285 179.217 388 193 187.6 381 193.5 189 382.3 390 385 775 PS

385 CANAL CROSSING

243 45/11 A+0 91670 180.278 370 197.4 181.5 379 196.2 181 376.7 385 355 740 PS

355 cart track

244 45/12 A+0 92025 179.486 370 173.5 192 365 174.5 192 366.6 355 385 740 PS

385 Tar Road X-ing (DAULATPUR to GOPPI)

245 45/13 A+0 92410 179.603 385 193 195.2 388 192.9 195 387.5 385 385 770 PS

385

246 45/14 A+0 92795 179.016 385 189.8 192.2 382 190.4 192 382.7 385 385 770 PS

385

247 45/15 A+0 93180 179.087 385 192.8 190.8 384 192.7 191 384 385 385 770 PS

385 11kv line

248 45/16 A+0 93565 179.442 382 194.2 187.9 382 193.7 188 382 385 378.9 763.9 PS

379

249 46/0 B+0 11° 32' 28"L 2243 93944 179.780 384 191.1 197.8 389 190.7 197 387.8 378.9 390 769 WET

390 WBM ROAD X-ING ( BHELAWALI to HASAUNA)

250 46/1 A+0 94334 179.174 390 192.2 191.8 384 192.9 193 385.5 390 390 780 WET

390 Tar Road X-ing (KASERI to MARHIYA CHATURI)

251 46/2 A+0 94724 179.876 390 198.2 196.3 395 197.4 196 393.4 390 390 780 WET

390 LT line

252 46/3 A+0 95114 179.596 390 193.7 197.2 391 194 197 390.7 390 390 780 WET

390 cart track

253 46/4 A+0 95504 179.124 390 192.8 188.3 381 193.4 190 383.3 390 390 780 WET






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

390 Tar Road X-ing (KASERI to KURIAGANJ)

254 46/5 A+0 95894 180.581 342 201.7 144.7 346 200 145 345.2 390 293 683 PS

293

255 47/0 C+0 16° 52' 37"L 2750 96187 180.870 347 148.3 206.8 355 147.8 205 353 293 400 693 WET

400 cart track

256 47/1 A+0 96587 179.351 400 193.2 196.7 390 194.9 198 392.4 400 400 800 WET

400 11kv line

257 47/2 A+3 96987 177.083 388 203.3 212.7 416 202.5 206 408.9 400 375 775 WET

375

258 47/3 A+0 97362 174.816 385 162.3 199 361 168.6 199 367.2 375 395 770 WET

395

259 47/4 A+0 97757 174.484 393 196 195.8 392 196.4 196 392 395 390 785 WET

390

260 47/5 A+0 98147 174.299 393 194.2 195 389 194.4 196 389.9 390 395 785 WET

395 KALI RIVER CROSSING

261 47/6 A+0 98542 174.861 395 200 178.2 378 199.4 183 382.4 395 395.2 790.2 SS

395

262 48/0 C+0 25° 53' 19"L 4898 98938 179.140 385 217 189.2 406 212.2 189 400.9 395.2 375 770.2 WET

375 cart track

263 48/1 A+0 99313 178.791 365 185.8 170.6 356 186.2 172 358.6 375 355 730 WET

355 LT line

264 48/2 A+0 99668 180.150 373 184.4 196.6 381 182.7 196 378.9 355 390 745 WBC

390 Tar Road X-ing ( DATAOLI to NAGLA SAWANTI)

265 48/3 A+0 100058 180.507 388 196.6 193.8 390 196.2 193 389.7 390 385 775 WET

385

266 48/4 A+0 100443 180.234 385 191.2 193.6 385 191.5 193 384.9 385 385 770 SS

385 Tar Road X-ing

267 48/5 A+0 100828 179.993 378 191.4 183.8 375 191.7 184 375.8 385 370 755 WET

370 LT line

268 48/6 A+0 101198 180.237 373 186.2 194 380 185.9 192 378.3 370 375 745 WET

375 POND

269 48/7 A+0 101573 178.884 375 181 184.6 366 182.6 185 368 375 375 750 WET

375

270 48/8 A+0 101948 179.481 378 190.4 186.2 377 189.6 187 376.8 375 380 755 WET

380 Tar Road X-ing ( CHANDGARHI to DATAOLI)

271 48/9 A+0 102328 180.287 378 193.8 195.3 389 192.9 193 386.3 380 375 755 WET

375

272 48/10 A+0 102703 178.647 375 179.7 183 363 181.6 184 365.7 375 375 750 WET

375 Tar Road X-ing ( SIKANDARPUR to DATAOLI)

273 48/11 A+0 103078 179.589 378 192 179.7 372 190.9 182 373.1 375 380 755 SS

380 CANAL CROSSING

274 48/12 A+0 103458 181.784 379 200.3 190.6 391 197.8 190 388 380 377.7 757.7 PS

378

275 49/0 C+0 19° 10' 39"R 1082 103835 181.410 369 187.1 177.8 365 187.5 178 365.9 377.7 360 737.7 WET

360 cart track

276 49/1 A+0 104195 181.844 360 182.2 188.5 371 181.6 186 368 360 360 720 FS

360 11kv line

277 49/2 A+0 104555 180.134 361 171.5 179.5 351 173.6 180 353.4 360 361.5 721.5 FS

362

278 50/0 D+0 50° 9' 24"R 3066 104917 180.380 368 182 176.2 358 181.7 179 360.7 361.5 375 736.5 WET

375 MANGO GARDEN






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

279 50/1 A+0 105292 182.737 385 198.8 203.5 402 196 202 398 375 395 770 WET

395 Tar Road X-ing & MANGO GARDEN

280 50/2 A+0 105687 181.406 390 191.5 188.8 380 193 190 382.7 395 385 780 WET

385 11kv line

281 50/3 A+0 106072 182.197 385 196.2 195.5 392 195.3 195 390 385 385 770 SS

385 MANGO GARDEN

282 50/4 A+0 106457 181.548 385 189.5 193.9 383 190.2 194 383.8 385 385 770 WET

385

283 50/5 A+0 106842 181.249 385 191.1 209.1 400 191.5 205 396.5 385 385 770 WET

385 CANAL CROSSING

284 50/6 A+3 107227 181.825 385 175.9 203.9 380 180 201 381.1 385 385 770 WET

385 cart track

285 50/7 A+0 107612 182.369 378 181.1 179 360 183.9 181 364.5 385 371.3 756.3 SS

371

286 51/0 D+0 41° 30' 49"L 2795 107983 183.750 386 192.3 202.9 395 190.6 202 392.8 371.3 400 771.3 WET


287 51/1 A+0 108383 183.107 400 197.1 187.8 385 197.8 191 388.6 400 400 800 PS

400 Tar Road X-ing

288 51/2 A+3 108783 182.838 400 212.2 220.7 433 209.2 216 424.8 400 400 800 PS

400 CANAL CROSSING

289 51/3 A+0 109183 181.210 400 179.3 192.2 371 184.4 194 378.5 400 400 800 PS

400 MANGO GARDEN

290 51/4 A+0 109583 182.948 400 207.8 182.8 391 205.9 187 392.9 400 400 800 WET

400 Tar Road X-ing

291 51/5 A+3 109983 183.799 400 217.2 214.2 431 213 211 423.7 400 400 800 WET

400

292 51/6 A+0 110383 183.621 398 185.8 196 382 189.3 196 385.7 400 395.1 795.1 FS

395 MANGO GARDEN

293 52/0 D+0 34° 1' 29"R 1193 110778 183.960 398 199.1 185.8 385 198.7 189 388 395.1 400 795.1 FS

400 Tar Road X-ing ( BARLA to RAGHUPURA)

294 52/1 A+3 111178 184.123 400 214.2 213.8 428 210.7 210 421.1 400 400 800 PS

400 11kv line

295 52/2 A+0 111578 184.038 396 186.2 198.1 384 189.6 198 387.3 400 392.8 792.8 WET

393 11kv line

296 53/0 D+0 32° 47' 44"L 5465 111971 183.670 396 194.7 202.5 397 195.1 202 397 392.8 400 792.8 PS

400 Tar Road X-ing (NISARPUR to RAGHUPURA)

297 53/1 A+0 112371 183.108 400 197.5 199.4 397 198.1 200 397.7 400 400 800 PS

400

298 53/2 A+0 112771 183.240 400 200.6 199.3 400 200.4 199 399.9 400 400 800 WET

400 MANGO GARDEN

299 53/3 A+0 113171 183.399 383 200.7 182.1 383 200.5 182 382.7 400 365 765 WET

365 CART TRACK

300 53/4 A+0 113536 183.487 380 182.9 191.1 374 182.8 193 375.5 365 395 760 SS

395 11KV LINE

301 53/5 A+0 113931 184.901 388 203.9 196.1 400 202.3 195 396.9 395 380 775 PS

380 CART TRACK

302 53/6 A+0 114311 183.613 385 183.9 191.2 375 185.4 192 377.5 380 390 770 WET

390 CART TRACK

303 53/7 A+0 114701 184.450 390 198.8 181.5 380 197.9 185 382.8 390 390 780 PS

390 11KV LINE

304 53/8 C+3 Section Tower 115091 184.382 390 208.5 203.7 412 205.1 202 406.7 390 390 780 PS






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

390 Tar Road X-ing

305 53/9 A+0 115481 185.491 390 186.3 201.4 388 188.5 200 388.3 390 390 780 WET

390 Tar Road X-ing (JHUIHARKA to CHANDOLA)

306 53/10 A+0 115871 184.101 390 188.6 196.4 385 190.2 196 386.2 390 390 780 WET

390

307 53/11 A+0 116261 183.801 390 193.6 186.3 380 194 188 382.4 390 390 780 WBC

390

308 53/12 A+0 116651 185.698 390 203.7 176 380 201.6 181 382.2 390 390 780 WET

390 Tar Road X-ing (KADAULI to CHANDOLA)

309 53/13 A+3 117041 186.841 392 214 205.4 419 209.3 203 412.8 390 395 785 SS

395 CANAL CROSSING

310 54/0 C+0 26° 52' 24"R 1530 117436 188.100 390 189.6 196.1 386 191.6 195 386.8 395 385 780 PS

385 CANAL CROSSING

311 54/1 A+0 117821 187.324 385 188.9 194.9 384 189.8 194 384.1 385 385 770 SS

385 LT line

312 54/2 A+0 118206 186.800 385 190.1 201.6 392 190.7 199 390 385 385 770 WET

385 Tar Road X-ing (ATRULI to ALIGARH)

313 54/3 A+0 118591 184.838 380 183.4 171.5 355 185.6 175 361.1 385 374.8 759.8 WET

375 33kv line

314 55/0 D+6 35° 0' 40"L 198 118966 182.160 287 203.3 71.98 275 199.4 78.7 278.1 374.8 198.5 573.3 WET

198 132kv D/C ATRAULI-ALIGARH LINE X-ing Bet. T.NO.17 & 18

315 56/0 D+9 0° 0' 1"L 212 119164 182.180 205 126.5 182.7 309 119.8 164 283.4 198.5 211.7 410.2 WBC


316 57/0 D+0 15° 36' 51"R 4403 119376 182.100 301 29.04 197.2 226 48.05 197 244.7 211.7 390 601.7 PS


317 57/1 A+0 119766 181.613 390 192.8 188.7 381 193.3 190 383.6 390 390 780 WBC

390 MANGO GARDEN

318 57/2 A+0 120156 182.983 390 201.3 191.8 393 199.7 193 392.4 390 390 780 WET

390 LT line

319 57/3 A+0 120546 183.670 390 198.2 188.7 387 197.4 190 387.6 390 390 780 WET

390 11kv line

320 57/4 A+0 120936 185.042 360 201.3 159.3 361 199.7 161 360.4 390 330 720 WET

330 11kv line

321 57/5 A+0 121266 186.101 330 170.7 162.4 333 169.3 163 332.4 330 330 660 WET

330

322 57/6 A+0 121596 186.573 350 167.6 185.2 353 166.9 185 352 330 370 700 WET

370 Tar Road X-ing ( ISMALPUR to CHHALESAR)

323 57/7 A+0 121966 186.542 370 184.8 184.2 369 184.9 184 369.3 370 370 740 WET

370

324 57/8 A+0 122336 186.709 370 185.8 185.3 371 185.6 185 370.8 370 370 740 PS

370 11kv line

325 57/9 A+0 122706 186.657 370 184.7 190.6 375 184.8 189 374.1 370 370 740 PS

370 pond

326 57/10 A+0 123076 185.491 370 179.4 182.7 362 180.8 183 364 370 370 740 WET

370

327 57/11 A+0 123446 185.972 351 187.3 114.6 302 186.8 127 314.2 370 332.7 702.7 WET

333 33kv line

328 58/0 D+9 38° 51' 28"R 215 123779 186.580 274 218.1 29.47 248 205.3 48.8 254.1 332.7 215 547.6 WET

215 220kv D/C ALIGARH-NARAURA LINE X-ing Bet. T.NO.13B & 14B

329 59/0 D+18 33° 44' 16"L 2922 123994 186.940 305 185.5 276.4 462 166.2 257 423.1 215 395 610 SS

395 Tar Road X-ing






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

330 59/1 A+0 124389 187.543 365 118.6 170 289 138.1 169 307.5 395 335 730 SS

335 11kv line

331 59/2 A+0 124724 187.080 350 165 180 345 165.6 181 346.2 335 365 700 SS

365

332 59/3 A+0 125089 187.595 365 185 181.2 366 184.4 182 365.9 365 365 730 WET

365 MANGO GARDEN

333 59/4 A+0 125454 187.858 365 183.8 182.6 366 183.5 183 366.1 365 365 730 SS

365 MANGO GARDEN

334 59/5 A+0 125819 187.835 365 182.4 184.2 367 182.4 184 366.2 365 365 730 SS

365

335 59/6 A+0 126184 187.492 365 180.8 183.8 365 181.2 184 364.7 365 365 730 WET

365

336 59/7 A+0 126549 187.219 366 181.2 182 363 181.5 182 363.9 365 367 732 WET

367 Tar Road X-ing ( KAZIMPUR to SURAJPUR)

337 60/0 D+0 27° 3' 32"L 211 126916 187.520 289 185 77.21 262 184.6 84.2 268.8 367 210.6 577.6 WET

211 Railway X-ing (ALIGARH to CHANDOUSI) bet. Km 142 & 143

338 61/0 D+3 53° 37' 37"R 798 127126 187.820 305 133.4 213.2 347 126.4 210 336.3 210.6 400 610.6 WET

400 Tar Road X-ing ( KAZIMPUR to MEWAN)

339 61/1 A+0 127526 187.879 399 186.8 174.8 362 190.1 181 370.9 400 398.3 798.3 SS

398 MANGO GARDEN

340 62/0 D+6 29° 22' 17"L 235 127924 187.300 317 223.5 93.58 317 217.5 99.5 317 398.3 234.8 633.1 WET

235 220kv D/C ALIGARH-Rampur LINE X-ing Bet. T.NO.25 & 26

341 63/0 D+9 5° 45' 26"L 4294 128159 187.420 312 141.2 234.9 376 135.3 225 360.4 234.8 390 624.8 WET

390 CART TRACK

342 63/1 A+0 128549 187.725 390 155.1 195.2 350 164.9 195 360.1 390 390 780 SS

390 11kv line

343 63/2 A+0 128939 187.684 390 194.8 193.5 388 194.9 194 388.8 390 390 780 WBC

390 CART TRACK

344 63/3 A+0 129329 188.000 390 196.5 190.5 387 196.1 192 387.7 390 390 780 WET

390 11kv line

345 63/4 A+0 129719 188.971 390 199.5 195.6 395 198.4 195 393.8 390 390 780 WET

390

346 63/5 A+0 130109 188.842 390 194.4 195.5 390 194.6 195 389.9 390 390 780 PS

390

347 63/6 A+0 130499 188.738 393 194.5 197.6 392 194.6 198 392.2 390 395 785 SS

395 canal crossing

348 63/7 A+0 130894 188.724 395 197.4 195.4 393 197.5 196 393.4 395 395 790 PS

395

349 63/8 A+0 131289 189.193 395 199.6 185.9 386 199.1 189 387.9 395 395 790 PS

395 Tar Road X-ing (CHAUGANPUR to KISHANPUR)

350 63/9 A+3 131684 188.749 395 209.1 212.7 422 206.2 209 415.2 395 395 790 PS

395 canal crossing

351 63/10 A+0 132079 188.398 385 182.3 188.7 371 186.1 188 374.4 395 374 769 FS

374 11kv line

352 64/0 D+0 15° 32' 30"L 4363 132453 188.040 300 185.3 111.5 297 185.7 112 297.5 374 225 599.1 PS

NH 225 NH-93 X-ing(Aligarh to Moradabad) bet. Km 106 & 107

353 64/1 D+0 132678 188.167 308 113.5 193 307 113.3 194 306.8 225 390 615 PS

390

354 64/2 A+0 133068 188.598 368 197 172.2 369 196.5 172 368.8 390 345 735 SS

345 11kv line

355 64/3 A+0 133413 188.655 363 172.8 189.9 363 172.7 190 362.7 345 380 725 WET






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

380 Tar Road X-ing (DHAURU to CHHATARI)

356 64/4 A+0 133793 188.670 380 190.1 190.1 380 190.1 190 380.1 380 380 760 WET

380 Tar Road X-ing (BAHIRAMNAGAR to CHHATARI)

357 64/5 A+0 134173 188.646 380 189.9 188.9 379 189.9 189 379.1 380 380 760 WET

380

358 64/6 A+0 134553 188.871 380 191.1 190.5 382 190.8 190 381.2 380 380 760 WET

380 11kv line

359 64/7 A+0 134933 188.769 380 189.5 187.9 377 189.6 188 378.1 380 380 760 SS

380

360 64/8 A+0 135313 189.205 357 192.1 166.4 358 191.5 166 358 380 333.1 713.1 WET

333

361 64/9 A+0 135646 189.226 362 166.6 196.3 363 166.6 196 362.6 333.1 390 723.1 WET

390 Tar Road X-ing (BARKATPUR to TUNDAKHARA)

362 64/10 A+0 136036 188.934 390 193.7 193.8 387 194 194 388.1 390 390 780 WET

390

363 64/11 A+0 136426 189.192 390 196.2 192.4 389 195.9 193 388.9 390 390 780 WET

390

364 65/0 D+0 36° 28' 48"R 2602 136816 189.760 380 197.6 177.9 376 197 180 376.6 390 370 760 WET

370 11kv line

365 65/1 A+0 137186 191.221 370 192.1 189.3 381 190.3 188 378.6 370 370 740 WET

370 Tar Road X-ing (KAMAUNA to NARU)

366 65/2 A+0 137556 190.333 373 180.7 195.2 376 181.8 193 375 370 375 745 WET

375

367 65/3 A+0 137931 188.725 373 179.8 196 376 181.7 193 375 375 370 745 WET

370

368 65/4 A+0 138301 186.445 370 174 185.6 360 176.7 185 362.2 370 370 740 WBC

370

369 65/5 A+0 138671 186.314 370 184.4 182 366 184.5 183 367.2 370 370 740 WBC


370 65/6 A+0 139041 186.939 373 188 188.9 377 187.3 189 376 370 376.7 746.7 WBC

377

371 66/0 C+0 25° 24' 20"L 9300 139418 186.830 381 187.8 191.4 379 187.9 192 379.6 376.7 385 761.7 WET

385

372 66/1 A+0 139803 187.075 387 193.6 194.5 388 193.4 195 388 385 390 775 WET

390

373 66/2 A+0 140193 187.178 388 195.5 188 384 195.4 189 384.5 390 385 775 WET

385

374 66/3 A+0 140578 188.135 388 197 196.3 393 195.9 196 391.8 385 390 775 WET

390

375 66/4 A+0 140968 187.860 388 193.7 193.9 388 194 194 387.6 390 385 775 WET

385

376 66/5 A+0 141353 187.564 388 191.1 194.5 386 191.5 195 386.1 385 390 775 WET

390

377 66/6 A+0 141743 187.671 388 195.5 185.9 381 195.4 188 382.9 390 385 775 WET

385 Tar Road X-ing (BADARKHA SHIRBAS to KUNWARPUR)

378 66/7 A+0 142128 189.096 388 199.1 185.8 385 197.5 188 385.6 385 390 775 WET

390 NALA

379 66/8 A+0 142518 191.103 388 204.2 173.8 378 201.9 178 380.4 390 385 775 WET

385 11KV LINE

380 66/9 A+3 142903 192.119 388 211.2 211 422 206.6 207 413.6 385 390 775 WET

390 Tar Road X-ing (BADARKHA SHIRBAS to KUNWARPUR)






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

381 66/10 A+0 143293 191.631 388 179 189.1 368 182.9 190 372.9 390 385 775 WET

385 CANAL CROSSING

382 66/11 C+0 Section Tower 143678 192.370 388 195.9 196.4 392 195.1 196 391.1 385 390 775 WET

390 Tar Road X-ing (BHALYANPUR to NAGLA SARNPUR)

383 66/12 A+0 144068 192.070 388 193.6 192.3 386 194 192 386.3 390 385 775 WET

385

384 66/13 A+0 144453 192.022 388 192.7 185.6 378 192.7 188 380.6 385 390 775 WET

390 11KV LINE

385 66/14 A+0 144843 194.066 388 204.4 200.9 405 202.1 199 400.9 390 385 775 WET

385 Tar Road X-ing (BHALYANPUR to SARNGPUR)

386 66/15 A+0 145228 192.264 388 184.1 194.7 379 186.2 195 381 385 390 775 WET

390

387 66/16 A+0 145618 192.329 388 195.3 187.2 382 195.2 189 383.7 390 385 775 PS

385

388 66/17 A+0 146003 193.471 388 197.8 190.6 388 196.5 192 388.2 385 390 775 PS

390 CANAL CROSSING

389 66/18 A+0 146393 194.435 388 199.4 198.8 398 198.3 197 395.6 390 385 775 WET

385

390 66/19 A+0 146778 193.075 388 186.2 197.9 384 187.7 197 385 385 390 775 WET

390 11KV LINE

391 66/20 A+0 147168 192.435 388 192.1 195 387 192.8 194 387.2 390 385 775 WET

385

392 66/21 A+0 147553 191.900 388 190 192.6 383 190.6 193 383.8 385 390 775 WET

390 Tar Road X-ing (AHMEDGARH to LARLER)

393 66/22 A+0 147943 192.419 388 197.4 191.8 389 196.8 192 388.8 390 385 775 WET

385

394 66/23 A+0 148328 192.565 387 193.2 165.5 359 193 173 365.7 385 389.7 774.7 WET

390 11KV LINE

395 67/0 D+6 45° 24' 33"R 224 148718 192.960 307 224.3 15.27 240 217 39.2 256.2 389.7 224.3 614 WET

224 220kv D/C KHURJA-DIBAI LINE

396 68/0 D+18 38° 18' 45"L 5190 148942 193.090 312 209 278.4 487 185.1 259 444 224.3 400 624.3 WET

400 Tar Road X-ing (JAGDISHPUR to LARLER)

397 68/1 A+0 149342 193.589 400 278.4 197.8 476 259 198 457.3 400 400 800 WET

400 11KV LINE

398 68/2 A+0 149742 194.089 400 202.2 207.6 410 201.7 206 407.4 400 400 800 WET

400 11KV LINE

399 68/3 A+0 150142 192.392 400 192.4 199.2 392 194.3 199 393.7 400 400 800 WET

400 Tar Road X-ing (NAGLA ASROLI to LARLER)

400 68/4 A+0 150542 192.563 400 200.8 188.2 389 200.6 191 391.7 400 400 800 WET

400 Tar Road X-ing ( ANNOGL to JAGDISHPUR)

401 68/5 A+3 150942 192.188 400 211.8 213.8 426 208.8 210 419.2 400 400 800 WET

400 11KV LINE

402 68/6 C+0 Section Tower 151342 192.106 400 186.2 184.7 371 189.6 189 378.1 400 400 800 WET

400 11KV LINE

403 68/7 A+3 151742 192.517 400 215.3 210.9 426 211.5 208 419.7 400 400 800 WET

400 Tar Road X-ing ( ASARNUIL to RANMA)

404 68/8 A+0 152142 193.081 400 189.1 183.1 372 191.8 187 379 400 400 800 WBC

400

405 68/9 A+3 152542 193.862 400 216.9 210.9 428 212.7 208 421 400 400 800 WBC

400

406 68/10 A+0 152942 194.425 400 189.1 189.1 378 191.8 192 383.6 400 400 800 WET






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

400 CANAL CROSSING

407 68/11 A+3 153342 193.867 400 210.9 194.3 405 208.2 196 403.9 400 400 800 WET

400 11KV LINE

408 68/12 A+0 153742 198.138 395 205.7 211.8 417 204.3 208 411.9 400 389.6 789.6 DRY

390

409 69/0 D+0 32° 3' 51"R 218 154132 194.450 304 177.9 103.2 281 182.1 105 286.7 389.6 217.9 607.5 DRY

218 SH-18 X-ing(AHMADGARH to SHIKARPUR) bet. Km 98 & 99

410 70/0 D+0 34° 29' 28"L 1024 154350 195.150 279 114.7 168.7 283 113.3 169 282.3 217.9 340 557.9 DRY

340

411 70/1 A+0 154690 195.388 340 171.3 174.5 346 170.9 173 344.3 340 340 680 DRY

340 11KV LINE

412 70/2 A+0 155030 194.539 342 165.5 176.2 342 166.6 175 341.8 340 343.6 683.6 SS

344 CANAL CROSSING

413 71/0 C+0 24° 28' 30"R 2194 155373 195.390 354 167.4 187.2 355 168.5 186 354.5 343.6 365 708.6 PS

365 11KV LINE

414 71/1 A+0 155738 194.429 365 177.8 177.6 355 179 179 357.7 365 365 730 PS

365 Tar Road X-ing ( SAMANPUR to SHIKARPUR)

415 71/2 A+0 156103 195.436 368 187.4 192.2 380 186.2 190 376.6 365 370 735 FS

370 33KV LINE

416 71/3 A+0 156473 193.954 368 177.8 182.1 360 179.6 182 361.8 370 365 735 PS

365

417 71/4 A+0 156838 194.040 365 182.9 175.3 358 182.8 177 359.9 365 365 730 DRY

365 Tar Road X-ing ( PAHARPUR to SHIKARPUR)

418 71/5 A+0 157203 195.503 364 189.7 181.4 371 187.9 182 369.4 365 363.6 728.6 PS

364 CANAL CROSSING

419 72/0 D+0 56° 4' 1"R 259 157567 195.580 311 182.2 86.55 269 182.1 97.1 279.2 363.6 258.7 622.3 PS

259 132kv S/C KHURJA-DIBAI LINE

420 73/0 D+6 55° 47' 10"L 380 157825 195.760 319 172.1 211.2 383 161.6 206 367.5 258.7 380.1 638.8 DRY

380

421 74/0 C+0 26° 46' 34"L 5188 158206 197.270 390 168.9 204.6 374 174.1 203 377.6 380.1 400 780.1 SS

400 Tar Road X-ing ( MANPUR to SHIKARPUR)

422 74/1 A+0 158606 196.238 400 195.4 185.9 381 196.5 189 385.9 400 400 800 PS

400 11KV LINE

423 74/2 A+3 159006 196.381 400 214.1 212.2 426 210.6 209 419.8 400 400 800 DRY

400 CART TRACK

424 74/3 A+0 159406 196.660 400 187.8 199.4 387 190.8 200 390.4 400 400 800 DRY

400 11KV LINE

425 74/4 A+0 159806 196.787 400 200.6 200 401 200.4 200 400.5 400 400 800 DRY

400 Tar Road X-ing ( JALALPUR to SHIKARPUR)

426 74/5 A+0 160206 196.778 400 200 203.1 403 200 202 402.3 400 400 800 DRY

400 11KV LINE

427 74/6 C+0 Section Tower 160606 196.094 400 196.9 188.4 385 197.7 191 388.9 400 400 800 DRY

400 11KV LINE

428 74/7 A+0 161006 198.695 400 211.6 190 402 208.8 192 401.2 400 400 800 FS

400

429 74/8 A+3 161406 197.933 400 210 212.8 423 207.5 210 417.2 400 400 800 FS

400 Tar Road X-ing ( JALALPUR to FATEPUR)

430 74/9 A+0 161806 198.066 400 187.2 187.3 374 190.3 190 380.8 400 400 800 PS

400

431 74/10 A+3 162206 197.907 400 212.7 214.2 427 209.6 211 420.2 400 400 800 DRY

400






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

432 74/11 A+0 162606 197.746 400 185.8 187.5 373 189.3 191 379.9 400 400 800 DRY

400 Tar Road X-ing

433 74/12 A+3 163006 197.543 394 212.5 202.7 415 209.4 201 410 400 388.3 788.3 DRY

388 11KV LINE

434 75/0 C+0 24° 45' 48"R 1527 163394 198.690 384 185.6 199.9 386 187.7 197 385.2 388.3 380 768.3 DRY

380

435 75/1 A+0 163774 196.583 380 180.1 183.6 364 182.5 185 367.7 380 380 760 DRY

380 11KV LINE

436 75/2 A+0 164154 197.947 380 196.4 188 384 194.8 189 383.4 380 380 760 DRY

380

437 75/3 A+0 164534 198.364 384 192 164.8 357 191.5 172 363.4 380 387.2 767.2 DRY

387

438 76/0 D+6 27° 50' 57"L 219 164921 198.580 303 222.4 10.02 232 215.2 34.7 249.9 387.2 219.3 606.5 DRY

219 220kv D/C KHURJA-JHAGIRABAD LINE X-ing Bet. T.NO.36 & 37

439 77/0 D+18 9° 20' 12"R 3416 165140 198.770 300 209.2 276.4 486 184.6 255 439.6 219.3 380 599.3 PS

380 11KV LINE

440 77/1 A+0 165520 198.451 380 103.6 187.7 291 125 188 313.3 380 380 760 DRY

380

441 77/2 A+0 165900 198.932 380 192.3 188.2 380 191.7 189 380.3 380 380 760 DRY

380

442 77/3 A+0 166280 199.322 380 191.8 195.5 387 191.4 194 385.5 380 380 760 DRY

380 Tar Road X-ing ( SHAVALE to SALEMGARH)

443 77/4 A+0 166660 198.161 380 184.5 188.4 373 185.9 189 374.7 380 380 760 DRY

380

444 77/5 A+0 167040 198.492 380 191.6 185.3 377 191.2 186 377.7 380 380 760 DRY

380 11KV LINE

445 77/6 A+0 167420 199.482 380 194.7 189.1 384 193.5 189 382.8 380 380 760 PS

380

446 77/7 A+0 167800 199.678 380 190.9 192.6 384 190.7 192 382.7 380 380 760 PS

380 Tar Road X-ing ( SADARPUR to NIBHERO)

447 77/8 A+0 168180 199.116 378 187.4 182.8 370 188 184 372.1 380 375.5 755.5 DRY

376 CART TRACK

448 78/0 C+0 25° 42' 3"R 2957 168556 200.150 373 192.7 185.5 378 191.5 185 376.9 375.5 370 745.5 DRY

370

449 78/1 A+0 168926 200.039 370 184.5 185.3 370 184.6 185 369.8 370 370 740 DRY

370 11KV LINE

450 78/2 A+0 169296 199.980 370 184.7 176.8 362 184.8 179 363.6 370 370 740 DRY

370 11KV LINE

451 78/3 A+0 169666 201.665 370 193.2 182.4 376 191.1 183 374.2 370 370 740 DRY

370 MANGO GARDEN

452 78/4 A+0 170036 202.201 370 187.6 186.9 374 187 186 373.3 370 370 740 WBC

370 GAIL GAS PIPE LINE & Tar Road X-ing

453 78/5 A+0 170406 201.818 370 183.1 189.7 373 183.6 189 372.2 370 370 740 WBC

370 11KV LINE

454 78/6 A+0 170776 200.844 370 180.3 184.9 365 181.5 185 366.4 370 370 740 DRY

370 Tar Road X-ing ( ANUPSHAHAR to BULANDSHAHAR)

455 78/7 A+0 171146 200.862 369 185.1 180 365 185.1 181 366 370 367.3 737.3 DRY

367 33KV LINE

456 79/0 C+0 23° 5' 24"L 1141 171513 201.600 354 187.2 167.2 354 186.3 168 354.4 367.3 341 708.3 DRY

341 MANGO GARDEN

457 79/1 A+0 171854 202.222 370 173.8 206.2 380 173 205 377.6 341 400 741 DRY






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

400 Tar Road X-ing ( ANUPSHAHAR to BALKHA)

458 79/2 A+0 172254 200.842 400 193.8 172.7 366 195.3 179 374.7 400 399.7 799.7 DRY

400 11KV LINE

459 80/0 D+6 40° 50' 30"R 210 172654 200.900 305 227 155.1 382 220.3 143 363 399.7 210 609.7 WET

210 132KV S/C BULANDSHAHAR JHAHANGIRABAD LINE

460 81/0 D+0 38° 28' 4"L 1557 172864 201.030 300 54.94 194.6 250 67.34 195 262 210 390 600 SS

390

461 81/1 A+0 173254 201.124 390 195.4 197 392 195.3 197 391.8 390 390 780 WET

390 11KV LINE

462 81/2 A+0 173644 200.690 390 193 194.5 387 193.5 195 388.1 390 390 780 WET

390

463 81/3 A+0 174034 200.803 388 195.5 191.6 387 195.4 192 387.5 390 386.9 776.9 FS

387 CART TRACK

464 82/0 B+0 11° 34' 18"R 2711 174421 201.190 388 195.2 193 388 194.8 194 388.3 386.9 390 776.9 FS

390 Tar Road X-ing (AKBARABADKUDA to ALMGIMPUR)

465 82/1 A+0 174811 201.620 390 197 196.3 393 196.5 196 392.5 390 390 780 FS

390

466 82/2 A+0 175201 201.336 390 193.7 196.1 390 194 196 389.9 390 390 780 PS

390

467 82/3 A+0 175591 201.086 390 193.9 186.7 381 194.1 189 382.9 390 390 780 PS

390 11KV LINE

468 82/4 A+0 175981 202.903 390 203.3 198.1 401 201.3 197 398.6 390 390 780 DRY

390 Tar Road X-ing (MAKHANPUR to JAUTH)

469 82/5 A+0 176371 202.226 390 191.9 196.2 388 192.7 196 388.5 390 390 780 WET

390

470 82/6 A+0 176761 201.970 380 193.8 179.7 373 194.1 181 375.2 390 371 761 PS

371 LT LINE

471 83/0 D+0 35° 37' 56"L 6211 177132 203.180 380 191.3 196.2 388 189.9 196 385.8 371 390 761 PS

390 CART TRACK

472 83/1 A+0 177522 202.915 390 193.8 194.9 389 194.1 195 389 390 390 780 FS

390 Tar Road X-ing

473 83/2 A+0 177912 202.926 388 195.1 189.6 385 195 190 385.3 390 385 775 FS

385

474 83/3 A+0 178297 203.555 388 195.4 180 375 194.7 184 378.4 385 390 775 PS

390 11KV LINE

475 83/4 A+3 178687 203.813 395 210 216.8 427 206.3 213 418.9 390 400 790 PS

400

476 83/5 A+0 179087 203.070 398 183.2 193.5 377 187.4 195 381.9 400 395 795 DRY

395 NALA

477 83/6 A+0 179482 203.944 393 201.5 191.7 393 200.5 192 393 395 390 785 DRY

390 SH-65 X-ing(SYANA to BULANDSHAHAR) bet. Km 9 & 10

478 83/7 A+0 179872 204.670 388 198.3 193 391 197.5 193 390.4 390 385 775 PS

385 11KV LINE

479 83/8 A+0 180257 204.565 378 192 183.6 376 192.1 184 376.1 385 370 755 PS

370 11KV LINE


390 11KV LINE

481 83/10 A+0 181017 204.826 390 194.9 193.7 389 194.9 194 388.9 390 390 780 DRY

390

482 83/11 A+0 181407 205.109 388 196.3 191.8 388 196 192 387.9 390 385 775 DRY

385 LT LINE






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

483 83/12 A+0 181792 205.260 388 193.2 195.6 389 193 195 388.4 385 390 775 DRY

390

484 83/13 A+0 182182 205.139 390 194.4 195.6 390 194.6 195 390 390 390 780 DRY

390 11KV LINE

485 83/14 A+0 182572 205.012 388 194.4 188.2 383 194.6 189 383.9 390 385 775 DRY

385 11KV LINE

486 83/15 A+0 182957 205.926 385 196.8 192.2 389 195.7 192 388.1 385 385.9 770.9 DRY

386 CANAL CROSSING

487 84/0 C+0 15° 9' 46"R 318 183343 206.100 352 193.8 58.4 252 193.6 83.3 276.8 385.9 317.7 703.6 DRY

318 Tar Road X-ing (OLINAH to RAJMANA)

488 85/0 D+18 56° 41' 28"R 246 183660 205.910 282 259.3 188.6 448 234.4 172 406.9 317.7 246.4 564.1 DRY

246 500kv HVDC RIHAND DADRI LINE X-ing Bet. T.NO.2056 & 2057

489 86/0 D+9 41° 30' 18"L 2251 183907 205.910 311 57.77 225.1 283 73.96 216 289.7 246.4 375 621.4 DRY

375 LT LINE

490 86/1 A+0 184282 207.050 375 149.9 188.7 339 159.2 188 347.6 375 375 750 DRY

375 CART TRACK

491 86/2 A+0 184657 207.292 365 186.3 176.2 363 186.6 177 363.2 375 355 730 DRY

355

492 86/3 A+0 185012 207.545 375 178.8 199.4 378 178.5 199 377.4 355 395 750 WET

395

493 86/4 A+0 185407 207.122 385 195.6 187.8 383 196.1 188 383.8 395 375 770 WET

375

494 86/5 A+0 185782 207.053 375 187.2 186.5 374 187.3 187 374.1 375 375.6 750.6 DRY

376 Tar Road X-ing ( BISUNDRA to LOHRKA)

495 87/0 C+0 16° 9' 17"L 3007 186157 207.320 375 189.1 186.3 375 188.8 187 375.4 375.6 375 750.6 DRY

375

496 87/1 A+0 186532 207.562 375 188.7 187.6 376 188.4 188 375.9 375 375 750 PS

375

497 87/2 A+0 186907 207.543 375 187.4 184.3 372 187.4 185 372.5 375 375 750 PS

375 11KV LINE

498 87/3 A+0 187282 208.219 378 190.7 188.6 379 189.9 189 378.9 375 380 755 PS

380 Tar Road X-ing ( PABSARA to DURGA MATA TEMPLE)

499 87/4 A+0 187662 208.521 368 191.4 177.7 369 191.1 178 368.7 380 355 735 FS

355

500 87/5 A+0 188017 208.480 375 177.3 195 372 177.3 196 373 355 395 750 FS

395 11KV LINE

501 87/6 A+0 188412 209.029 375 200 176.7 377 199.4 177 376.3 395 355 750 DRY

355 Tar Road X-ing ( PABSARA to GADIAYA CHOU)

502 87/7 A+0 188767 209.182 376 178.3 200.8 379 178.1 200 378.3 355 397.4 752.4 DRY

397 Tar Road X-ing ( BULANDSHAHAR to SAEFPUR)

503 88/0 C+0 17° 4' 9"R 2646 189165 208.720 389 196.6 190.3 387 197.1 190 387.4 397.4 380 777.4 DRY

380 CANAL CROSSING

504 88/1 A+0 189545 208.655 380 189.7 187.3 377 189.8 188 377.8 380 380 760 DRY

380

505 88/2 A+0 189925 209.220 380 192.7 191.6 384 192 191 383.2 380 380 760 PS

380 CANAL CROSSING

506 88/3 A+0 190305 208.872 380 188.4 192.3 381 188.8 192 380.5 380 380 760 PS

380

507 88/4 A+0 190685 208.387 380 187.7 193.6 381 188.3 193 381 380 380 760 PS

380 CART TRACK

508 88/5 A+0 191065 207.627 380 186.4 183.8 370 187.3 185 372.6 380 380 760 DRY






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

380 Tar Road X-ing ( AGAUTA to BAMANI KISOLI)

509 88/6 A+0 191445 208.940 373 196.2 182.6 379 194.7 183 377.4 380 366.5 746.5 DRY

366 11KV LINE

510 89/0 C+0 22° 28' 9"L 791 191811 209.070 381 183.9 184.5 368 183.7 188 371.4 366.5 395 761.5 DRY

395

511 89/1 A+3 192206 208.931 395 210.5 213 423 207.3 209 416.5 395 395.8 790.8 DRY

396 Tar Road X-ing ( MADIYA to KISOLI )

512 90/0 C+0 21° 45' 34"R 1722 192602 208.600 370 182.8 172.9 356 186.6 173 359.4 395.8 345 740.8 DRY

345

513 90/1 A+0 192947 208.517 360 172.1 183.6 356 172.2 185 356.8 345 375 720 DRY

375 CANAL CROSSING

514 90/2 A+0 193322 209.325 345 191.4 159 350 190.4 159 349.1 375 315 690 PS

315 11KV LINE

515 90/3 A+0 193637 209.054 330 156 162.8 319 156.3 165 321.5 315 345 660 PS

345 LT LINE

516 90/4 A+0 193982 210.920 344 182.2 121.5 304 179.8 134 313.6 345 342.5 687.5 PS

342

517 91/0 D+9 53° 14' 30"R 174 194325 211.430 258 221 128.9 350 208.7 119 327.3 342.5 174.5 517 DRY

174 400kv S/C MORADABAD DADARI LINE X-ing Bet. T.NO.919 & 920

518 92/0 D+6 40° 13' 25"L 407 194499 210.370 291 45.56 232.1 278 55.87 225 280.9 174.5 407 581.5 DRY

407

519 93/0 D+0 47° 31' 17"L 1119 194906 209.870 391 174.9 185.6 360 182 186 368 407 375 782 PS

375 CANAL CROSSING

520 93/1 A+0 195281 210.271 375 189.4 188.2 378 188.9 188 377 375 375 750 PS

375

521 93/2 A+0 195656 210.115 372 186.8 192.2 379 186.9 190 377.3 375 369.3 744.3 SS

369 Tar Road X-ing ( KHANGAOLI to ASAWAR )

522 94/0 B+0 12° 24' 50"R 3590 196025 208.560 385 177.1 212.5 390 179 209 388.4 369.3 400 769.3 DRY

400 CART TRACK

523 94/1 A+0 196425 205.767 400 187.5 198.9 386 190.6 199 389.8 400 400 800 WET

400

524 94/2 A+0 196825 206.014 400 201.1 184.7 386 200.8 189 389.3 400 400 800 PS

400

525 94/3 A+3 197225 206.422 400 215.3 197 412 211.5 198 409.2 400 400 800 PS

400

526 94/4 A+3 197625 207.102 400 203 192.6 396 202.3 194 396.7 400 400 800 DRY

400 MDR-50 Road X-ing ( SYANA to GULAHATI)

527 94/5 A+3 198025 208.753 400 207.4 211.7 419 205.6 209 414.3 400 400 800 DRY

400

528 94/6 A+0 198425 209.147 400 188.3 177.6 366 191.2 183 374.3 400 400 800 DRY

400 11KV LINE

529 94/7 A+3 198825 211.158 400 222.4 226.3 449 216.9 220 436.7 400 400 800 DRY

400

530 94/8 A+0 199225 208.290 395 173.7 206 380 180.2 203 383.4 400 389.8 789.8 DRY

390

531 95/0 B+0 9° 33' 41"R 6562 199615 205.890 387 183.9 196.1 380 186.6 195 381.8 389.8 385 774.8 DRY

385

532 95/1 A+0 200000 205.118 385 188.9 192.5 381 189.8 192 382.3 385 385 770 DRY

385

533 95/2 A+0 200385 205.119 388 192.5 196.9 389 192.5 196 388.9 385 390 775 FS

390 RIVER CROSSING






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

534 95/3 A+0 200775 204.712 388 193.1 194.1 387 193.6 194 387.3 390 385 775 FS

385

535 95/4 A+0 201160 204.363 385 190.9 192.2 383 191.3 192 383.5 385 385 770 FS

385

536 95/5 A+0 201545 204.437 388 192.8 195.1 388 192.8 195 387.8 385 390 775 WBC

390 CART TRACK

537 95/6 A+0 201935 204.422 388 194.9 191.4 386 194.9 192 386.6 390 385 775 WET

385

538 95/7 A+0 202320 204.668 385 193.6 189.9 384 193.4 191 383.9 385 385 770 WET

385

539 95/8 A+0 202705 205.233 388 195.1 192.7 388 194.5 193 387.7 385 390 775 DRY

390


385 CANAL CROSSING

541 95/10 A+0 203480 208.034 385 203.2 178.2 381 200.5 182 382.3 385 385 770 DRY

385 11KV LINE

542 95/11 A+0 203865 211.108 388 206.8 199.6 406 203.3 198 401.7 385 390 775 DRY

390 CART TRACK

543 95/12 A+0 204255 210.104 388 190.4 200.2 391 191.5 198 389.8 390 385 775 DRY

385

544 95/13 A+0 204640 208.456 385 184.8 194.9 380 186.7 194 381 385 385 770 PS

385 Tar Road X-ing

545 95/14 A+0 205025 207.944 388 190.1 181.1 371 190.7 185 375.3 385 390 775 PS

390

546 95/15 A+0 205415 210.966 388 208.9 186.7 396 205.4 188 393.5 390 385 775 DRY

385 CANAL CROSSING

547 95/16 A+0 205800 212.222 381 198.3 179.8 378 196.9 182 378.8 385 376.6 761.6 WET

377 LT LINE

548 96/0 D+3 53° 19' 8"L 248 206177 211.019 313 196.9 122.7 320 194.7 123 317.8 376.6 248.4 625.1 WET

248 Railway X-ing (BULANDSHAHAR to HAPUR) bet. Km 52 & 53

549 97/0 D+3 27° 1' 52"R 2368 206425 211.230 322 125.7 196.5 322 125.4 197 322.1 248.4 395 643.5 WET

395 LT LINE

550 97/1 A+3 206820 211.443 395 198.5 207.1 406 198.2 205 402.9 395 395 790 WET

395

551 97/2 A+0 207215 212.330 395 187.9 183.5 371 190.3 187 377.3 395 395 790 WET

395 CART TRACK

552 97/3 A+3 207610 212.410 395 211.5 211.1 423 208 208 415.8 395 395 790 WET

395

553 97/4 A+0 208005 212.401 395 183.9 197 381 187.2 197 384.3 395 395 790 WET

395

554 97/5 A+0 208400 212.515 394 198 199.6 398 197.9 199 396.7 395 393.3 788.3 WET

393 CART TRACK

555 98/0 D+0 42° 29' 54"R 1190 208794 211.877 394 193.7 194 388 194.5 195 389.3 393.3 395 788.3 WET

395 CANAL CROSSING

556 98/1 A+0 209189 212.653 395 201 200.5 402 200.1 200 399.9 395 395 790 WET

395

557 98/2 A+0 209584 211.984 397 194.5 200.9 395 195.2 201 395.9 395 399.5 794.5 WET

400 Tar Road X-ing

558 99/0 C+0 19° 45' 26"L 5692 209983 211.722 390 198.6 186.5 385 198.9 187 386.2 399.5 380 779.5 WET

380 CART TRACK

559 99/1 A+0 210363 212.465 380 193.5 184.6 378 192.6 186 378.6 380 380 760 DRY






Wind

Span

(m)


Angle (Deg)

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

380

560 99/2 A+0 210743 213.602 380 195.4 195.3 391 194 194 388 380 380 760 WET

380 11KV LINE

561 99/3 A+0 211123 212.480 380 184.7 189.2 374 186 189 375.4 380 380 760 WBC

380

562 99/4 A+0 211503 212.657 380 190.8 183.9 375 190.6 185 376 380 380 760 WBC

380

563 99/5 A+0 211883 213.950 380 196.1 199.2 395 194.6 197 391.5 380 380 760 WET

380 11KV LINE

564 99/6 A+0 212263 211.991 380 180.8 192 373 183 191 374.5 380 380 760 DRY

380

565 99/7 C+0 Section Tower 212643 211.570 380 188 188 376 188.5 189 377 380 380 760 WET

380

566 99/8 A+0 213023 211.992 380 192 190.4 382 191.5 190 381.8 380 380 760 WET


567 99/9 A+0 213403 211.910 380 189.6 187.2 377 189.7 188 377.6 380 380 760 WET

380

568 99/10 A+0 213783 212.507 380 192.8 175.8 369 192.1 179 371.5 380 380 760 WET

380

569 99/11 A+0 214163 215.511 380 204.2 195 399 200.7 194 394.4 380 380 760 WET

380

570 99/12 A+0 214543 214.451 380 185 195 380 186.2 194 380 380 380 760 WET

380

571 99/13 A+0 214923 213.387 380 185 198.9 384 186.2 197 382.9 380 380 760 SS LT LINE

380

572 99/14 A+0 215303 211.495 376 181.1 186.2 367 183.3 186 369.5 380 372.5 752.5 WET

372

573 100/0 C+0 27° 4' 17"R 248 215676 211.501 310 186.3 127.3 314 186.3 127 312.8 372.5 248.5 621 WET

248 NH-24 X-ing (DEHLI to LUCKNOW) bet. Km 449 & 450

574 101/0 D+0 41° 34' 54"L 269 215924 211.077 259 121.2 91.12 212 121.9 102 223.8 248.5 269.3 517.8 WET

269

575 102/0 D+6 23° 10' 42"R 605 216193 211.623 260 178.2 143.6 322 167.4 139 306.5 269.3 250 519.3 WET

RAIL 250 Railway X-ing (DELHI to MORADABAD) bet. Km 109 & 110

576 102/1 D+3 216443 212.022 303 106.4 61.95 168 111 90.6 201.5 250 355.1 605.1 WET

355

577 103/0 D+25 57° 39' 35"R 245 216798 212.928 300 293.1 126.3 419 264.5 125 389.9 355.1 245.3 600.3 WET

245 400kv D/C BRN-MAN LINE X-ing Bet. T.NO.513 & 514

578 104/0 D+25 8° 48' 31" L 555 217044 212.420 273 118.9 303.4 422 119.8 265 385.3 245.3 300 545.3 WET

300

579 104/1 C+0 217344 211.735 277 -3.39 122.2 119 34.57 123 158 300 254.6 554.6 WET

255

580 105/0 D+0 21° 11' 2"L 272 217598 212.467 264 132.5 97.73 230 131.2 107 238.4 254.6 272.4 527 WET

272 132kv S/C MURADNAGAR-HAPUR LINE X-ing Bet. T.NO.68 & 69

581 106/0 D+6 16° 36' 19"L 693 217871 212.317 311 97.73 203.2 301 107.2 196 303.5 272.4 350 622.4 DRY

350

582 106/1 A+0 218221 212.800 346 146.8 170.2 317 153.8 170 324.2 350 342.7 692.7 WET

343 11KV LINE

583 107/0 DE+0 218563 213.021 171 172.5 0 172 172.2 0 172.2 342.7 0 342.7 WET DEAD END (PROPOSED HAPUR S/S)


Survey Report

Mainpuri-Noida Line

BILL OF QUANTITES FOR TRANSMISSION LINE PACKAGE Name of Line: 765 KV S/C MAINPURI-G.NOIDA Line (206.941km)

AVERAGE SPAN- 375.5m. LOA No.-909-V.J.P.K./T-5(G) dated 01.09.2008.




Hilly terrain KMS 0

2. TOWER


b. Tension NOS. 114


DETAILED SURVEY INCLUDING PROFILING & 3





b. Fissured Rock 0

c. Hard Rock LOC 0

d. River Crossing 0

6. BECNHING


b. Fissured Rock 0

c. Hard Rock 0

DESIGN FABRICATION AND SUPPLY OF TOWER




EXTN'S COMPLETE WITH ALL ABOVE MENTIONED

FITTINGS INCLUDING TACK WELDING AND

7.1






(iv) DA+9 M Extn. 1

(v) DA+18 M Extn. 0




(II) DB+3 M Extn. 0


(iv) DB+9 M Extn. 0

(v) DB+18 M Extn. 0

(vi) DB+25 M Extn.

NOS.

0







(iv) DC+9 M Extn. 1





(ii) DD+3M Extn. 5

(iii) DD+6M Extn. 9

(iv) DD+9M Extn. 6

(v) DD+18M Extn. 6

(vi) DD+25M Extn.

NOS.

2

e. Tower Type DE/E NOS 2

DESIGN FABRICATION AND SUPPLY OF TOWERS


NUTS, STEP BOLTS, PACK WASHERS HANGERS, D-




7.2


NOS. 0

DA/A Standard - 6M Towers (w.r.t. Centre of tower a.

location)







DA/A Standard -4.5M Towers (w.r.t. Centre of tower b.

location)






Legs at standard -3.0 M level

NOS.

0

DA/A Standard -3M Towers (w.r.t. Centre of tower c.

location)







NOS.

0

DA/A Standard - 1.5M Towers (w.r.t. Centre of tower d.

location)







NOS.

0



DA/A Standard Towers (w.r.t. Centre of tower

e.








NOS.

0


f.

location)







NOS.

0


g.

location)







NOS.

0

DA/A Standard Towers (w.r.t. Centre of tower

h.






NOS.

0

DNA Standard Towers +4.5 M (w.r.t. Centre of tower

i.

location)





NOS.

0

DA/A Standard Towers +6.5 M (w.r.t. Centre of tower

j.

location)





NOS.

0

DA/A Standard Towers +7.5 M (w.r.t. Centre of tower

k.

location)





NOS.

0



DA/A Standard Towers +9.0 M (w.r.t. Centre of tower I.

location)





NOS.

0

DB/B Standard-6m towers (w.r.t. center of tower a.

location.







NOS.

0

DB/B Standard-4.5m towers (w.r.t. center of tower b.

location.







DB/B Standard-3M towers (w.r.t. center of tower c.

location.







NOS.

0

DB/B Standard-1.5m towers (w.r.t. center of tower d.

location.







NOS.

0

DB/B Standard Towers (w.r.t. Centre of tower e.








NOS.

0










NOS.

0








NOS.

0

DB/B Standard Towers (w.r.t. Centre of tower location) for h.






NOS.

0

DB/B Standard Towers +4.5 M (w.r.t. Centre of tower i.

location)





NOS.

0


location)





NOS.

0

DB/B Standard Towers +7.5 M (w.r.t. Centre of tower k.

location)





NOS.

0

DB/B Standard Towers +9.0 M (w.r.t. Centre of tower I.

location)





NOS.

0





NOS.

0













NOS.

0








NOS.

0








NOS.

0









NOS.

0








NOS.

0








NOS.

0

DC/C Standard Towers (w.r.t. Centre of tower location) for h.








NOS.

0

0

DC/C Standard Towers +4.5 M (w.r.t. Centre of tower i.

location) .





NOS.

0

DC/C Standard Towers +6.0 M (w.r.t. Centre of tower j.

location)





NOS.

0

DC/C Standard Towers +7.5 M (w.r.t. Centre of tower k.

location)





NOS.

0

DC/C Standard Towers +9.0 M (w.r.t. Centre of tower I.

location)





NOS.

0








NOS.

0








NOS.

0








NOS.

0










NOS.

0

DD/D Standard Towers (w.r.t. Centre of tower location) for e.








NOS.

0








NOS.

0








NOS.

0

DD/D Standard Towers (w.r.t. Centre of tower location) for h.






NOS.

0

DD/D Standard Towers +4.5 M (w.r.t. Centre of tower i.

location)





NOS.

0


location)





NOS.

0








NOS.

0






NOS.

0




DESIGN AND CONSTRUCTION OF TOWER


INCLUDING EXCAVATION, STUB SETTING, 551


8.1

REINFORCEMENT.

NOS.


i Dry 0

ii Wet 214





vii Hard Rock 0

viii Sandy Soil 22

ix WBC

NOS.

27


i Dry 0

ii Wet 31





vii Hard Rock 0

viii Sandy Soil 5

ix WBC

NOS.

2


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

1


i Dry 0

ii Wet 0




vi Submerged Fissured Rock

NOS.

0



vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 11





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

3


i Dry 0

ii Wet 1





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0




i Dry 0

ii Wet 15


iv Fullv Submeraed 5



vii Hard Rock 0

viii Sandy Soil 1

ix WBC

NOS.

2


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 1





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 1


iv Fullv Submerqed 0



vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 14





vii Hard Rock 0

viii Sandy Soil 4

ix WBC 5




i Dry 0

ii Wet 3





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 7





vii Hard Rock 0

viii Sandy Soil 1

ix WBC

NOS.

1


i Dry 0

ii Wet 3



v Dry Fissured Rock


vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

1


i Dry 0

ii Wet 4





vii Hard Rock 0

viii Sandy Soil 1

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0









i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0

c. Tower Type DA/A -3.0M Tower

i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC .

NOS.

0


i Dry

ii Wet 0




vi Submerged Fissured Rock

NOS.

0



vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock ' 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock ' 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

Viii Sandy Soil 0

ix WBC

NOS.

0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Dry 0

ii Wet 0

Iii Partially Submerged 0




vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandv Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandv Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC

NOS.

0




b. Counterpoise type NOS. 2




Random rubble Stone Masonry Revetment in 1:5 CUM 0 a.


Revetment of pack 6-inch and above stone I Boulders CUM

in heavily coated G 1. 4 mm dia wire Performed mesh 0 b.




M 150 (1 :2:4) mixed concrete for top seal cover of revetment. CUM 0

Back filling / leaving of volume enclosed by Revetment. CUM 0


ACCESSORIES

a.

Danger Plate NOS. 551

b.

Number plates NOS. 551

c.

Anti Climbing Device NOS. 551

d.

Phase Plate Set of 3) NOS. 228

e.

Circuit Plate set of 2) NOS. 551

f.

Bird Guards NOS. 551









STRINGS EQUIPMENT.


Painting of Normal tower above 45m from ground level. NOS. 0

Obstruction light on normal tower (to be provided as per IS

5613)

i.

1 medium +2 low intensity SETS 0

ii.


c.Span markers IN SPAN NOS. 8 (SPAN)




1 0/0 DE+0 5191 160.266 0 190 190 0 193 193 0 400 400 PS DEAD END (PROPOSED MAINPURI S/S)

400

2 0/1 A+3 400 159.423 400 210 213 423 207 210 417 400 400 800 PS

400 11kv line

3 0/2 A+0 800 159.435 400 187 187 374 190 190 380 400 400 800 PS

400

4 0/3 A+3 1200 159.311 400 213 213 426 210 210 419 400 400 800 PS

400

5 0/4 A+0 1600 159.434 400 187 215 402 190 211 402 400 400 800 PS

400 cart track(GARGAI KALAN to NAGLA GARHI ASAR)

6 0/5 A+3 2000 159.828 395 185 199 384 189 198 386 400 390 790 PS

390

7 0/6 C+0 Section Tower 2390 161.993 395 191 193 384 192 195 387 390 400 790 PS

400 canal

8 0/7 A+3 2790 160.616 400 207 215 422 205 211 417 400 400 800 PS

400

9 0/8 A+0 3190 160.324 400 185 200 386 189 200 389 400 400 800 PS

400

10 0/9 A+0 3590 160.256 400 200 190 389 200 192 392 400 400 800 PS

400 Tar Road X-ing(NAGLA CHANDAHAR- UJHALYA)

11 0/10 A+3 3990 159.600 400 210 216 427 208 212 420 400 400 800 FS

400

12 0/11 A+0 4390 159.023 400 184 187 371 188 190 378 400 400 800 PS

400

13 0/12 A+3 4790 158.982 400 213 214 427 210 211 421 400 400 800 PS

400

14 1/0 D+0 37° 11' 16"L 3777 5191 158.869 390 186 186 372 190 187 377 400 380 780 PS

380 cart track

15 1/1 A+0 5571 159.760 378 194 190 384 193 189 382 380 375 755 PS

375

16 1/2 A+0 5946 159.258 378 185 191 376 186 191 376 375 380 755 PS

380

17 1/3 A+0 6326 159.071 378 189 189 378 189 189 378 380 375 755 PS

375 11kv line

18 1/4 A+0 6701 158.697 378 186 189 374 186 189 375 375 380 755 PS

380

19 1/5 A+0 7081 158.968 378 191 187 378 191 187 378 380 375 755 PS

375

Tower Schedule (765kv S/C Mainpuri S/S to Greater Noida S/S.)

AVERAGE SPAN- 375.5m.



Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

20 1/6 A+0 7456 159.121 378 188 189 377 188 189 377 375 380 755 PS

380

21 1/7 A+0 7836 159.340 378 191 188 379 191 188 379 380 375 755 PS

375 cart track & LT line

22 1/8 A+0 8211 159.199 378 187 191 378 187 191 378 375 380 755 WBC

380 LT line

23 1/9 A+0 8591 158.881 379 189 186 375 189 187 376 380 377 757 WBC

377 LT line &11kv line

24 2/0 B+0 14° 22' 28"L 2372 8968 159.344 389 191 197 387 190 197 388 377 400 777 FS

400

25 2/1 A+0 9368 160.107 400 203 188 392 203 191 394 400 400 800 FS

400 cart track & 11kv line

26 2/2 A+3 9768 159.729 400 212 214 426 209 210 419 400 400 800 FS

400

27 2/3 A+0 10168 159.646 400 186 187 373 190 190 379 400 400 800 FS

400 Tar Road X-ing

28 2/4 A+3 10568 159.653 400 213 211 424 210 208 418 400 400 800 FS


29 2/5 A+0 10968 160.204 386 189 188 377 192 188 379 400 372 772 FS

372 cart track

30 3/0 C+0 22° 20' 34"R 1942 11340 159.789 381 184 194 378 185 194 379 372 390 762 FS

390

31 3/1 A+0 11730 159.950 390 196 193 389 196 194 389 390 390 780 FS

390

32 3/2 A+0 12120 160.287 385 197 190 387 196 190 386 390 380 770 FS

380

33 3/3 A+0 12500 160.279 390 190 190 380 190 193 383 380 400 780 FS

400 Tar Road X-ing & 2nos. 11kv line

34 3/4 A+3 12900 159.433 391 210 200 410 207 198 405 400 382 782 FS

382

35 4/0 C+0 28° 53' 10"R 931 13282 160.377 346 181 158 339 184 157 340 382 310 692 PS

310

36 4/1 A+0 13592 159.926 310 152 155 308 153 155 308 310 310 620 PS

310 11kv line

37 4/2 A+0 13902 159.891 311 155 151 306 155 152 307 310 311 621 FS

311 33kv line

38 5/0 C+0 23° 34' 55"L 310 14213 160.700 311 160 11.5 172 159 47.1 206 311 310 622 FS

310 Tar Road X-ing ( MAINPURI to AUNCHA)

39 6/0 D+25 37° 6' 4"R 253 14523 160.584 281 299 126 425 263 126 390 310 253 563 PS

253 400KV D/C MAINPURI-BALLABGARH LINE X-ing Bet. T.NO.90 &

40 7/0 D+25 53° 34' 43"L 2656 14776 160.592 316 126 309 436 126 280 406 253 380 633 PS

380 Tar Road X-ing

41 7/1 C+0 15156 160.310 380 70.8 190 260 100 190 290 380 380 760 PS






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

380

42 7/2 A+0 15536 160.388 380 190 190 380 190 190 380 380 380 760 FS

380

43 7/3 A+0 15916 160.478 380 190 189 379 190 189 379 380 380 760 PS

380 11kv line

44 7/4 A+0 16296 160.734 380 191 188 380 191 189 380 380 380 760 PS

380

45 7/5 A+0 16676 161.090 380 192 191 383 191 191 382 380 380 760 FS

380

46 7/6 A+0 17056 160.788 378 189 190 378 189 189 378 380 376 756 FS

376

47 8/0 B+0 9° 16' 36"L 3160 17432 160.436 385 186 182 368 187 186 373 376 395 771 FS

395 2 nos.Tar Road X-ing (AUNCHHA to SAKEET)

48 8/1 A+3 17827 160.848 395 213 206 419 209 204 413 395 395 790 WET

395

49 8/2 A+0 18222 162.018 395 189 197 386 191 197 389 395 395 790 WET

395 2nos. 11kv line

50 8/3 A+0 18617 162.075 395 198 198 395 198 198 395 395 395 790 WET

395

51 8/4 A+0 19012 162.070 390 197 191 389 197 192 389 395 385 780 WET

385 cart track

52 8/5 A+0 19397 162.339 393 194 186 380 193 189 383 385 400 785 WET

400 cart track

53 8/6 A+3 19797 162.456 400 214 213 427 211 210 421 400 400 800 WET

400 cart track

54 8/7 A+0 20197 162.475 398 187 197 384 190 197 387 400 395 795 WET

395

55 9/0 D+0 34° 11' 16"R 3187 20592 162.584 398 198 187 385 198 190 388 395 400 795 PS

400 Tar Road X-ing (SUNDARPUR to Manpur) ,nala ,cart track & 11kv line

56 9/1 A+3 20992 162.494 400 213 211 424 210 208 418 400 400 800 FS

400

57 9/2 A+0 21392 163.138 400 189 186 375 192 189 381 400 400 800 WET

400 cart track

58 9/3 A+3 21792 163.289 400 214 213 427 211 210 421 400 400 800 PS

400 cart track

59 9/4 A+0 22192 163.328 400 187 187 374 190 190 380 400 400 800 WET

400 cart track

60 9/5 A+3 22592 163.191 400 213 213 426 210 210 420 400 400 800 WET

400

61 9/6 A+0 22992 163.249 398 187 195 382 190 196 386 400 395 795 WET

395 cart track

62 9/7 A+0 23387 163.798 394 200 194 394 199 194 394 395 392 787 WET

392






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

63 10/0 C+0 23° 24' 59"R 3408 23779 164.315 386 198 189 388 198 189 387 392 380 772 WET


64 10/1 A+0 24159 164.476 380 191 189 380 191 189 380 380 380 760 WET

380

65 10/2 A+0 24539 164.685 380 191 192 383 191 192 382 380 380 760 WET

380 Tar Road X-ing (LOTHARA to SAKEET)

66 10/3 A+0 24919 164.262 380 188 188 376 188 188 377 380 380 760 WET

380

67 10/4 A+0 25299 164.686 380 192 187 379 192 188 379 380 380 760 WBC

380

68 10/5 A+0 25679 165.341 380 193 198 391 192 196 388 380 380 760 PS

380 cart track

69 10/6 A+0 26059 163.677 380 182 179 361 184 182 366 380 380 760 PS

380

70 10/7 A+0 26439 165.979 380 201 193 394 198 192 390 380 380 760 FS

380 cart track

71 10/8 A+0 26819 165.375 374 187 184 371 188 184 372 380 368 748 WET

368 Tar Road X-ing

72 11/0 C+0 17° 11' 41"L 1993 27187 165.346 384 184 187 370 184 190 374 368 400 768 WET

400

73 11/1 A+3 27587 165.352 400 213 212 426 210 209 419 400 400 800 WBC

400

74 11/2 A+0 27987 165.589 400 188 184 372 191 188 379 400 400 800 WBC

400

75 11/3 A+3 28387 166.182 400 216 212 428 212 209 421 400 400 800 WET

400 11kv line & Tar Road X-ing

76 11/4 A+0 28787 166.513 397 188 119 307 191 138 329 400 393 793 WET

393 cart track

77 12/0 D+18 30° 31' 6"R 230 29180 165.626 312 275 115 390 255 115 370 393 230 623 WET

230 U/C 500KV HVDC BALIA-BIWADI LINE(powergrid)

78 13/0 D+18 49° 22' 39"L 289 29410 165.606 259 115 254 369 115 227 342 230 289 519 WET

289

79 14/0 C+0 8° 36' 58"L 6347 29699 165.898 345 34.8 184 219 62 188 250 289 400 689 WET

400 Tar Road X-ing & cart track

80 14/1 A+3 30099 166.489 400 216 213 429 212 210 422 400 400 800 WET

400 Tar Road X-ing

81 14/2 A+0 30499 166.593 395 187 198 385 190 197 388 400 390 790 WET

390 LT line

82 14/3 A+0 30889 165.875 393 192 198 390 193 198 391 390 395 785 WET

395

83 14/4 A+0 31284 165.697 395 197 194 391 197 195 392 395 395 790 WET

395

84 14/5 A+0 31679 166.418 395 201 197 398 200 197 397 395 395 790 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

395

85 14/6 A+0 32074 166.581 398 198 188 386 198 191 389 395 400 795 WET

400 Tar Road X-ing (BALAKPUR to SAKEET)

86 14/7 A+3 32474 166.244 400 212 212 424 209 209 418 400 400 800 WET

400

87 14/8 C+0 Section Tower 32874 166.555 400 188 189 376 191 191 382 400 400 800 WBC

400 cart track

88 14/9 A+3 33274 166.117 400 211 214 426 209 211 419 400 400 800 WBC

400 cart track

89 14/10 A+0 33674 165.965 393 186 191 377 189 191 381 400 385 785 WET

385

90 14/11 A+0 34059 166.307 390 194 198 392 194 198 391 385 395 780 WET

395

91 14/12 A+0 34454 166.259 395 197 198 395 197 198 395 395 395 790 WET

395 Tar Road X-ing

92 14/13 A+0 34849 166.252 398 197 198 395 197 198 396 395 400 795 WET

400 Tar Road X-ing & cart track

93 14/14 A+0 35249 166.731 400 202 188 390 202 191 393 400 400 800 WET

400 11kv line

94 14/15 A+3 35649 166.408 399 212 206 418 209 204 413 400 397 797 PS

397 2nos. 11kv line & cart track

95 15/0 B+0 6° 3' 35"R 2754 36046 167.772 396 191 187 378 193 189 383 397 395 792 WET

395

96 15/1 A+3 36441 167.141 395 208 210 418 206 207 412 395 395 790 WET

395

97 15/2 A+0 36836 167.401 395 185 186 371 188 189 377 395 395 790 WET

395 LT line

98 15/3 A+3 37231 167.011 395 209 213 422 206 209 416 395 395 790 WET

395

99 15/4 A+0 37626 166.593 395 182 196 378 186 196 382 395 395 790 WET

395

100 15/5 A+0 38021 166.951 395 199 198 398 199 198 397 395 395 790 PS

395

101 15/6 A+0 38416 166.737 390 197 192 389 197 192 389 395 384 779 WET

384 11kv line

102 16/0 B+0 10° 49' 18"L 1991 38800 166.687 392 192 187 379 192 190 382 384 400 784 WBC

400 2nos. Tar Road X-ing ( NAGLA MOHIL to MANUKHPUR)

103 16/1 A+3 39201 166.664 400 213 214 427 210 210 420 400 400 800 WET

400

104 16/2 A+0 39601 166.645 400 186 185 371 190 188 378 400 400 800 WET

400

105 16/3 A+3 40001 167.085 400 215 208 424 212 206 418 400 400 800 WET

400






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

106 16/4 A+0 40401 168.245 395 192 202 394 194 200 394 400 391 791 WBC

391

107 17/0 D+0 30° 23' 35"L 255 40791 166.852 323 189 130 319 191 130 320 391 255 646 SS

255 SH-85 X-ing(Shikohabad to Etah) bet. Km 8 & 9

108 18/0 D+0 53° 11' 6"R 2192 41047 166.464 310 125 181 306 126 182 307 255 365 621 WBC

365

109 18/1 A+0 41412 166.734 365 184 180 364 183 181 364 365 365 730 WET

365

110 18/2 A+0 41777 167.166 365 185 198 383 184 194 378 365 365 730 WET

365

111 18/3 A+0 42142 164.014 365 167 190 358 171 188 359 365 365 730 WET

365

112 18/4 A+0 42507 162.390 365 175 155 330 177 162 339 365 365 730 SS

365 Tar Road X-ing (DALEPUR to BINDROBAN)

113 18/5 A+0 42872 167.905 366 210 185 394 203 184 387 365 367 732 WET

367 11kv line

114 19/0 B+0 10° 27' 13"R 2336 43239 167.604 378 182 197 379 182 197 379 367 390 757 WBC

390

115 19/1 A+0 43629 167.154 390 193 194 387 193 195 388 390 390 780 WET

390

116 19/2 A+0 44019 167.294 390 196 194 390 195 194 390 390 390 780 WET

390

117 19/3 A+0 44409 167.483 390 196 192 388 196 193 388 390 390 780 WET

390

118 19/4 A+0 44799 168.117 385 198 189 386 197 189 386 390 380 770 SS

380 2nos.11kv line

119 19/5 A+0 45179 168.425 388 191 189 381 191 191 382 380 396 776 WET

396 2nos. Tar Road X-ing (NIDHAULI KHURD to HASANPUR)

120 20/0 B+3 2° 14' 27"L 1584 45574 167.365 395 207 211 418 205 208 413 396 395 791 WET

395

121 20/1 A+0 45969 167.291 395 184 202 386 187 201 388 395 395 790 WET

395

122 20/2 A+0 46364 166.202 398 193 180 373 194 185 379 395 400 795 SS

400 Canal crosssing

123 20/3 A+3 46764 167.673 397 220 170 390 215 177 392 400 394 794 WET

394

124 21/0 D+9 15° 9' 14"R 220 47159 167.696 307 225 131 355 218 126 343 394 220 614 WET

220 132kv S/C ETAH-TUNDLA LINE

125 22/0 D+6 51° 33' 20"L 2524 47379 168.147 290 89.2 209 298 94.4 202 296 220 360 580 WET

360 Tar Road X-ing (GAZIPUR to PRITHIRAJPUR)

126 22/1 A+0 47739 168.296 360 151 184 335 158 183 341 360 360 720 WET

360 11kv line

127 22/2 A+0 48099 167.509 360 176 175 351 177 176 354 360 360 720 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)


128 22/3 A+0 48459 168.453 360 185 182 367 184 182 365 360 360 720 WET

360

129 22/4 A+0 48819 168.021 360 178 174 352 178 176 354 360 360 720 WBC

360 33kv line

130 22/5 A+0 49179 169.187 360 186 179 365 184 179 363 360 360 720 WBC

360

131 22/6 A+0 49539 169.448 362 181 182 363 181 182 363 360 364 724 PS

364

132 23/0 C+0 28° 2' 24"R 1223 49903 169.481 332 182 149 331 182 149 331 364 300 664 PS

300 SH-31 X-ing(Agra to Etah) bet. Km 52 & 53

133 23/1 A+0 50203 169.670 300 151 149 300 151 149 300 300 300 600 WET

300

134 23/2 A+0 50503 169.909 325 151 149 300 151 155 306 300 350 650 WET

350 11kv line, LT line & cart track

135 23/3 D+6 50853 169.013 311 201 154 355 195 149 344 350 273 623 WET

RAIL 273 Railway X-ing(Barhan to Etah) bet. Km 54 & 55

136 24/0 D+3 8° 35' 15"R 2742 51125 169.359 331 119 209 328 123 205 329 273 390 663 WET

390

137 24/1 A+0 51515 169.323 390 181 180 362 185 184 369 390 390 780 WET

390 11kv line & cart track

138 24/2 A+3 51905 169.483 393 210 212 422 206 209 415 390 395 785 WET

395

139 24/3 A+0 52300 169.219 393 183 195 378 186 195 381 395 390 785 WET

390

140 24/4 A+0 52690 169.238 390 195 193 388 195 193 389 390 390 780 WET


141 24/5 A+0 53080 169.685 393 197 187 384 197 190 386 390 395 785 WET

395

142 24/6 A+0 53475 171.969 394 208 178 386 205 183 388 395 392 787 PS

392 11kv line & pond

143 25/0 C+6 26° 8' 42"L 432 53867 169.931 412 214 243 457 210 236 446 392 432 825 WET

432

144 26/0 D+0 31° 30' 23"L 382 54300 169.558 407 190 150 340 196 160 357 432 382 815 WET

382 LOWER GANGA CANAL CROSSING

145 27/0 D+9 46° 55' 37"R 4972 54682 169.344 381 232 232 465 222 222 444 382 380 762 PS

380

146 27/1 A+0 55062 169.387 383 148 177 325 158 181 339 380 385 765 PS

385 Tar Road X-ing

147 27/2 A+3 55447 169.742 368 208 186 394 204 183 387 385 350 735 PS

350 cart track

148 27/3 A+0 55797 170.603 373 164 196 360 167 196 363 350 395 745 WET

395 LT line & cart track






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

149 27/4 A+0 56192 170.959 393 199 195 395 199 195 394 395 390 785 WBC

390

150 27/5 A+0 56582 170.862 393 195 198 393 195 198 393 390 395 785 FS

395 cart track

151 27/6 A+0 56977 170.650 388 197 189 385 197 189 386 395 380 775 PS

380

152 27/7 A+0 57357 170.910 383 191 190 381 191 191 381 380 385 765 PS

385 cart track

153 27/8 A+0 57742 171.478 383 195 191 386 194 191 385 385 380 765 PS

380

154 27/9 A+0 58122 171.213 383 189 192 381 189 192 381 380 385 765 WET

385 CANAL CROSSING & LT line

155 27/10 A+0 58507 171.301 383 193 191 384 193 191 383 385 380 765 WET


156 27/11 A+0 58887 171.117 383 189 192 382 189 192 382 380 385 765 FS

385 Tar Road X-ing

157 27/12 A+0 59272 171.141 383 193 189 382 193 190 382 385 382 767 PS

382

158 28/0 D+0 39° 56' 2"R 971 59654 171.510 353 193 164 357 192 164 356 382 325 707 PS

325

159 28/1 A+0 59979 171.247 325 161 160 321 161 160 322 325 325 650 PS

325

160 28/2 A+0 60304 171.753 323 165 114 279 165 125 290 325 321 646 WET

321 Tar Road X-ing, LT Line & 11kv line

161 29/0 D+9 41° 34' 40"R 220 60625 171.080 270 207 37.9 245 195 55.7 251 321 220 540 PS

220 220kv D/C MAINPURI-ALIGARH LINE & Tar Road X-ing

162 30/0 D+18 13° 22' 3"R 297 60844 170.930 259 182 254 436 164 228 392 220 297 517 FS

297 11kv line

163 31/0 D+0 41° 52' 29"L 214 61142 171.430 255 43 111 154 69.1 110 179 297 214 511 WET

214 NH-91 X-ing(Kanpur to Delhi) bet. Km 192 & 193 & 11kv line

164 32/0 D+0 49° 59' 28"L 5041 61355 170.890 302 102 193 296 104 194 297 214 390 604 WET

390 LT LINE

165 32/1 A+0 61745 171.241 387 197 190 387 196 191 387 390 385 775 WET

385

166 32/2 A+0 62130 171.731 388 195 195 389 194 195 389 385 390 775 WBC

390 cart track

167 32/3 A+0 62520 171.822 388 195 183 378 195 185 380 390 385 775 PS

385 Tar Road X-ing (BARAI to NH-91)

168 32/4 A+3 62905 170.925 388 202 206 408 200 203 403 385 390 775 PS

390

169 32/5 A+0 63295 171.502 388 184 193 377 187 193 379 390 385 775 PS

385 2nos. LT line







Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

390 cart track

171 32/7 A+0 64070 171.153 388 194 191 385 194 192 386 390 385 775 WBC


172 32/8 A+0 64455 171.386 388 194 193 387 193 194 387 385 390 775 WET

390 cart track

173 32/9 A+0 64845 171.755 388 197 191 388 196 191 388 390 385 775 WET

385 cart track & Nala crossing

174 32/10 A+0 65230 172.100 388 194 194 388 194 195 388 385 390 775 PS

390

175 32/11 A+0 65620 172.236 388 196 193 389 195 193 388 390 385 775 FS

385 Tar Road X-ing (KANCHNGARHI to GULABPUR)

176 32/12 A+0 66005 172.135 388 192 193 385 192 193 385 385 391 776 FS

391

177 33/0 C+0 16° 13' 9"L 1763 66396 172.730 373 198 175 373 197 176 373 391 355 746 FS

355

178 33/1 A+0 66751 173.174 353 180 172 352 179 173 352 355 350 705 PS

350

179 33/2 A+0 67101 173.693 353 178 176 354 177 177 354 350 355 705 PS

355 cart track

180 33/3 A+0 67456 173.941 353 179 174 353 178 175 353 355 350 705 SS

350

181 33/4 A+0 67806 174.051 351 176 176 352 175 176 352 350 353 703 WET


182 34/0 B+0 3° 17' 10"L 2706 68159 174.070 369 177 190 367 177 191 367 353 385 738 WET

385 cart track

183 34/1 A+0 68544 174.611 385 195 195 390 194 195 389 385 385 770 WET

385

184 34/2 A+0 68929 174.003 388 190 194 383 190 194 384 385 390 775 WET

390

185 34/3 A+0 69319 174.275 388 196 190 386 196 190 386 390 385 775 WET

385 11kv line & LT line

186 34/4 A+0 69704 174.870 385 195 192 387 195 192 386 385 385 770 WET

385 cart track

187 34/5 A+0 70089 175.059 388 193 193 387 193 194 387 385 390 775 WET

390 11kv line

188 34/6 A+0 70479 175.424 388 197 194 391 196 194 390 390 386 776 WET

386 Tar Road X-ing & 11kv line

189 35/0 B+0 14° 54' 20"L 1177 70865 175.110 388 192 196 388 192 196 388 386 390 776 PS

390 Tar Road X-ing & 11kv line

190 35/1 A+0 71255 174.859 393 194 199 392 194 198 392 390 395 785 PS

395

191 35/2 A+0 71650 174.613 393 196 197 394 197 197 394 395 392 787 WET

392






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

192 36/0 B+0 10° 9' 35"R 1079 72042 174.310 376 195 179 373 195 179 374 392 360 752 WET

360

193 36/1 A+0 72402 174.550 360 181 179 360 181 179 360 360 360 720 WET

360

194 36/2 A+0 72762 174.742 360 181 180 360 181 180 360 360 359 719 WET

359 Tar Road X-ing (KICHORA to PRATIBHANPUR) & LT line

195 37/0 D+0 35° 26' 22"R 2331 73121 174.750 375 180 200 380 180 199 379 359 390 749 WBC

390 2nos. 11kv line

196 37/1 A+0 73511 173.558 390 190 195 385 191 195 386 390 390 780 WET

390

197 37/2 A+0 73901 173.562 390 195 193 388 195 193 388 390 390 780 WET

390 LT line

198 37/3 A+0 74291 174.057 390 197 196 393 197 195 392 390 390 780 WET

390

199 37/4 A+0 74681 173.925 383 194 187 381 195 187 381 390 375 765 WET

375 Tar Road X-ing (KICHORA to GADIYA) & cart track

200 37/5 A+0 75056 174.090 385 188 197 385 188 197 385 375 396 771 SS

396 11kv line & Tar Road X-ing

201 38/0 B+0 13° 12' 39"L 1010 75452 174.320 368 199 173 372 199 172 371 396 340 736 WET

340

202 38/1 A+0 75792 173.790 340 167 169 337 168 170 337 340 340 680 WET

340 cart track

203 38/2 A+0 76132 173.897 335 171 134 304 170 142 312 340 330 670 WET

330

204 39/0 D+6 14° 26' 41"R 233 76462 173.650 282 196 159 356 189 149 337 330 233 563 WET

RAIL 233 Railway X-ing (MATHURA to KASGANJ) bet. Km 267 & 268

205 40/0 D+0 16° 0' 12"L 3764 76695 174.060 304 73.5 186 260 84.1 187 271 233 375 608 WBC

375

206 40/1 A+0 77070 174.278 375 189 186 375 188 186 375 375 375 750 WBC

375

207 40/2 A+0 77445 174.586 378 189 186 375 189 187 376 375 380 755 WBC

380

208 40/3 A+0 77825 175.329 378 194 185 379 193 186 378 380 375 755 SS

375

209 40/4 A+0 78200 175.852 375 190 185 375 189 186 375 375 375 750 PS

375

210 40/5 A+0 78575 176.375 378 190 187 377 189 188 377 375 380 755 PS

380

211 40/6 A+0 78955 176.913 378 193 196 388 192 194 385 380 375 755 WET

375 SH-33 X-ing(KASGANJ to SIKANDRARAO) bet. Km 179 & 180

212 40/7 A+0 79330 175.219 375 179 191 370 181 190 371 375 375 750 WET

375

213 40/8 A+0 79705 174.555 378 184 190 375 185 190 375 375 380 755 PS






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

380

214 40/9 A+0 80085 174.487 377 190 187 376 190 187 376 380 374 754 PS

374 cart track

215 41/0 D+0 34° 40' 33"L 1814 80459 174.590 367 188 181 368 187 181 368 374 360 734 SS

360 LT line

216 41/1 A+0 80819 174.403 362 179 179 359 179 180 360 360 365 725 FS

365

217 41/2 A+0 81184 175.020 363 186 179 365 185 179 364 365 360 725 FS

360

218 41/3 A+0 81544 175.176 363 181 184 364 181 183 364 360 365 725 WET

365 Tar Road X-ing (TUTI to BATTER) & 11kv line

219 41/4 A+0 81909 174.955 364 181 183 364 182 182 364 365 364 729 WET

364

220 42/0 C+0 23° 30' 51"R 1082 82272 174.800 362 181 180 361 181 180 362 364 360 724 WET

360

221 42/1 A+0 82632 174.712 360 180 180 360 180 180 360 360 360 720 WET

360

222 42/2 A+0 82992 174.630 361 180 181 361 180 181 361 360 362 722 PS

362 cart track

223 43/0 C+0 19° 50' 19"R 1518 83355 174.610 371 181 187 368 181 188 369 362 380 742 FS

380

224 43/1 A+0 83735 175.240 380 193 188 381 192 189 381 380 380 760 FS

380

225 43/2 A+0 84115 175.580 380 192 185 377 191 186 378 380 380 760 PS

380

226 43/3 A+0 84495 176.571 379 195 190 385 194 190 384 380 378 758 WBC

378 CANAL CROSSING

227 44/0 B+0 12° 18' 35"R 8675 84873 176.310 339 188 147 335 188 148 336 378 300 678 WBC

300 Tar Road X-ing (SIKANDRA RAO to KOTHILA)

228 44/1 A+0 85173 176.765 350 153 185 338 152 189 341 300 400 700 WET

400 Tar Road X-ing (KAPASIYA to SIKANDRA RAO) & 11kv line

229 44/2 A+3 85573 177.133 400 215 213 428 211 210 421 400 400 800 SS

400 Tar Road X-ing (KAPASIYA to NAGLA NAGARIYA)

230 44/3 A+0 85973 177.279 400 187 179 366 190 184 374 400 400 800 SS

400 LT line & mango garden

231 44/4 A+3 86373 178.997 400 221 212 433 216 209 425 400 400 800 WET

400 CANAL CROSSING & mango garden

232 44/5 A+0 86773 179.271 400 188 188 376 191 191 382 400 400 800 WBC

400

233 44/6 A+3 87173 178.841 400 212 220 431 209 215 424 400 400 800 WET

400

234 44/7 A+0 87573 177.400 400 180 186 366 185 190 375 400 400 800 WET

400






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

235 44/8 A+3 87973 177.465 400 214 211 425 210 208 419 400 400 800 WET

400

236 44/9 A+0 88373 177.987 400 189 197 386 192 198 390 400 400 800 WET

400 Tar Road X-ing (CHARAIL to ALAMPUR)

237 44/10 A+0 88773 178.595 390 203 175 377 202 179 381 400 380 780 PS

380


400 cart track

239 44/12 A+0 89553 178.961 400 187 185 372 190 189 379 400 400 800 PS

400 WBM ROAD X-ING ( LIHA ALAMPUR to ALAMPUR) & mango garden

240 44/13 A+3 89953 179.237 400 215 215 429 211 211 422 400 400 800 PS

400 cart track

241 44/14 A+0 90353 178.990 400 185 186 371 189 189 378 400 400 800 PS

400

242 44/15 A+3 90753 179.130 400 214 211 425 211 208 419 400 400 800 PS

400

243 44/16 A+0 91153 179.666 400 189 184 373 192 188 380 400 400 800 PS

400 CANAL CROSSING, 2nos. 11kv line & cart track

244 44/17 A+3 91553 180.269 400 216 216 432 212 212 424 400 400 800 PS

400 Tar Road X-ing (DAULATPUR to GOPPI)

245 44/18 A+0 91953 179.625 400 184 187 371 188 191 378 400 400 800 PS

400

246 44/19 A+3 92353 179.420 400 213 215 428 209 211 421 400 400 800 PS

400

247 44/20 A+0 92753 179.066 400 185 186 371 189 189 378 400 400 800 PS


248 44/21 A+3 93153 179.298 398 214 209 424 211 206 417 400 395 795 PS


249 45/0 B+0 10° 53' 2"L 2203 93548 179.720 388 186 188 374 189 189 378 395 380 775 WET

380 WBM ROAD X-ING ( BHELAWALI to HASAUNA)

250 45/1 A+0 93928 180.059 380 192 192 383 191 191 383 380 380 760 WET

380 Tar Road X-ing (KASERI to MARHIYA CHATURI)

251 45/2 A+0 94308 179.667 380 188 186 374 189 187 376 380 380 760 WET

380 LT line

252 45/3 A+0 94688 180.481 380 194 195 389 193 194 387 380 380 760 WET

380 cart track

253 45/4 A+0 95068 179.461 380 185 187 372 186 188 374 380 380 760 WET

380 Tar Road X-ing (KASERI to KURIAGANJ) & MANGO GARDEN

254 45/5 A+0 95448 180.107 341 193 150 343 192 151 343 380 303 683 PS

303

255 46/0 C+0 18° 32' 48"L 2728 95751 180.300 351 153 193 346 152 195 347 303 400 703 WET

400

256 46/1 A+3 96151 178.789 400 207 222 429 205 217 422 400 400 800 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

400 Cart track & 11kv line

257 46/2 A+0 96551 176.812 385 178 187 365 183 187 370 400 370 770 WET

370

258 46/3 A+0 96921 176.317 380 183 196 378 183 195 379 370 390 760 WET

390

259 46/4 A+0 97311 176.180 390 194 199 394 195 198 393 390 390 780 WET

390

260 46/5 A+0 97701 175.227 390 191 190 380 192 191 383 390 390 780 WET


261 46/6 A+0 98091 176.347 389 200 186 386 199 188 387 390 388 778 SS

388

262 47/0 C+0 24° 56' 57"L 4968 98480 178.200 387 203 192 394 201 192 392 388 385 773 WET

385 cart track

263 47/1 A+0 98865 178.403 382 193 180 374 193 183 376 385 380 765 WET

380 Tar Road X-ing ( DATAOLI to NAGLA SAWANTI)

264 47/2 A+0 99245 180.485 383 200 193 392 197 193 390 380 385 765 WBC

385 11kv line

265 47/3 A+0 99630 180.453 383 192 191 383 192 191 383 385 380 765 WET

380 11kv line

266 47/4 A+0 100010 180.296 383 189 193 382 189 193 382 380 385 765 SS

385 Tar Road X-ing & LT line

267 47/5 A+0 100395 180.260 383 192 191 383 192 191 383 385 380 765 WET

380

268 47/6 A+0 100775 180.081 383 189 194 383 189 194 383 380 385 765 WET

385 cart track

269 47/7 A+0 101160 179.716 383 191 191 382 191 191 382 385 380 765 WET

380

270 47/8 A+0 101540 179.538 383 189 187 377 189 189 378 380 385 765 WET

385 Tar Road X-ing ( CHANDGARHI to DATAOLI)

271 47/9 A+0 101925 180.628 383 198 191 389 196 191 387 385 380 765 WET

380

272 47/10 A+0 102305 180.417 383 189 191 380 189 191 380 380 385 765 WET

385 Tar Road X-ing ( SIKANDARPUR to DATAOLI) & minor

273 47/11 A+0 102690 180.808 383 194 190 384 194 190 384 385 380 765 SS

380

274 47/12 A+0 103070 180.846 379 190 189 379 190 189 379 380 378 758 PS

378

275 48/0 C+0 20° 33' 54"R 1007 103448 180.980 372 190 185 375 190 184 374 378 365 743 WET

365 mango garden ,Cart track & 11kv line

276 48/1 A+0 103813 180.520 335 180 154 335 181 154 335 365 305 670 FS

305 mango garden

277 48/2 A+0 104118 180.202 321 151 163 314 151 165 316 305 337 642 FS

337






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

278 49/0 D+0 48° 19' 4"R 3117 104456 181.220 364 174 195 369 173 195 367 337 390 727 WET


279 49/1 A+0 104846 181.298 390 195 180 375 195 184 379 390 390 780 WET


280 49/2 A+3 105236 181.568 390 210 205 415 206 203 409 390 390 780 WET

390 11kv line & mango garden

281 49/3 A+0 105626 182.310 390 185 198 382 187 197 384 390 390 780 SS

390 mango garden ,Cart track & LT line

282 49/4 A+0 106016 181.731 390 192 198 391 193 197 390 390 390 780 WET

390

283 49/5 A+0 106406 181.031 380 192 181 373 193 182 375 390 370 760 WET

370 LT LINE

284 49/6 A+0 106776 181.786 385 189 183 372 188 187 375 370 400 770 WET

400 2nos. LT line, cart track & CANAL CROSSING

285 49/7 A+3 107176 182.497 399 217 212 428 213 208 421 400 397 797 SS

397

286 50/0 D+0 40° 55' 9"L 2770 107573 182.590 396 185 193 379 189 194 383 397 395 792 WET

395 minor, 11kv line, LT line & Tar Road X-ing

287 50/1 A+0 107968 183.474 395 202 188 390 201 191 391 395 395 790 PS

395 Tar Road X-ing, 11kv line, minor

288 50/2 A+3 108363 182.486 395 207 216 423 204 211 416 395 395 790 PS

395

289 50/3 A+0 108758 181.421 395 179 191 370 184 192 376 395 395 790 PS

395

290 50/4 A+0 109153 182.942 395 204 181 386 203 185 388 395 395 790 WET

395 Tar Road X-ing & minor

291 50/5 A+3 109548 183.513 398 214 213 427 210 210 420 395 400 795 WET

400

292 50/6 A+0 109948 183.600 398 187 196 383 190 196 386 400 395 795 FS

395 MANGO GARDEN

293 51/0 D+0 33° 36' 4"R 1200 110343 183.970 398 199 184 384 199 188 387 395 400 795 FS

400 Tar Road X-ing ( BARLA to RAGHUPURA),mango garden & LT line

294 51/1 A+3 110743 184.455 400 216 216 431 212 212 424 400 400 800 PS

400 mango garden, 11kv line

295 51/2 A+0 111143 183.918 400 184 187 371 188 190 378 400 400 800 WET

400 cart track

296 52/0 D+3 32° 51' 55"L 5408 111542 183.720 392 212 206 419 209 203 412 400 385 785 PS

385 Tar Road X-ing (NISARPUR to RAGHUPURA)

297 52/1 A+0 111927 183.780 385 179 195 374 182 195 377 385 385 770 PS

385

298 52/2 A+0 112312 183.188 388 190 194 384 190 194 385 385 390 775 WET

390 CART TRACK

299 52/3 A+0 112702 183.390 388 196 191 387 196 191 387 390 385 775 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

385 CART TRACK

300 52/4 A+0 113087 183.693 385 194 188 382 194 189 383 385 385 770 SS

385

301 52/5 A+0 113472 184.569 388 197 196 393 196 196 392 385 390 775 PS

390 mango garden, 11kv line & CART TRACK

302 52/6 A+0 113862 184.250 388 194 192 386 194 192 386 390 385 775 WET

385 CART TRACK & LT line


385 2nos. 11KV LINE ,Lt line & cart track

304 52/8 A+0 114632 184.757 388 194 191 385 194 192 386 385 390 775 PS

390 Tar Road X-ing

305 52/9 A+0 115022 185.608 388 199 201 400 198 199 397 390 385 775 WET

385 minor crossing

306 52/10 A+0 115407 183.810 385 184 191 375 186 192 378 385 385 770 WET

385 Tar Road X-ing (JHUIHARKA to CHANDOLA) & mango garden

307 52/11 A+0 115792 184.084 388 194 186 380 193 188 382 385 390 775 WBC

390 mango garden

308 52/12 A+0 116182 186.025 388 204 189 392 202 190 391 390 385 775 WET

385 Tar Road X-ing (KADAULI to CHANDOLA) & CANAL CROSSING

309 52/13 A+0 116567 186.873 384 196 191 388 195 191 387 385 383 768 SS

383 LT line & minor crossing

310 53/0 C+0 21° 54' 53"R 1181 116950 186.900 391 192 184 376 192 188 380 383 400 783 PS

400 MANGO GARDEN & minor crossing

311 53/1 A+3 117350 187.437 400 216 216 432 212 212 424 400 400 800 SS

400 mango garden & 2nos. LT line

312 53/2 A+0 117750 186.921 391 184 203 387 188 200 388 400 381 781 WET

381 Tar Road X-ing (ATRULI to ALIGARH)

313 54/0 C+0 16° 17' 44"L 293 118132 184.275 337 178 98 276 181 110 291 381 293 674 WET

293 2nos. 33kv line

314 55/0 D+9 9° 58' 48"L 1581 118425 183.294 247 196 128 324 183 121 305 293 200 493 WET


315 55/1 D+6 118625 183.115 197 72 157 228 79 142 221 200 195 395 WBC


316 55/2 D+0 118820 182.673 295 38 196 235 53 197 250 195 395 590 PS

395

317 55/3 A+0 119215 182.943 398 199 208 407 198 206 404 395 400 795 WBC

400 KALI RIVER CROSSING & cart track

318 55/4 A+0 119615 181.192 396 192 193 385 194 193 388 400 391 791 WET

391

319 56/0 B+0 5° 52' 57"L 1980 120006 181.832 393 199 199 398 198 199 397 391 395 786 WET

395

320 56/1 A+0 120401 181.476 395 196 195 391 196 196 392 395 395 790 WET

395






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

321 56/2 A+0 120796 182.045 398 200 190 390 199 192 392 395 400 795 WET

400 minor crossing

322 56/3 A+0 121196 184.277 395 210 183 393 208 186 394 400 390 790 WET

390 LT line

323 56/4 A+0 121586 186.789 395 207 192 398 204 194 397 390 400 790 WET

400 Tar Road X-ing ( KHERA BUZURG to CHHALESAR) & 11kv line

324 57/0 D+0 38° 53' 60"R 1851 121986 188.655 360 208 169 377 206 167 373 400 320 720 PS

320

325 57/1 A+0 122306 187.072 326 151 167 318 153 167 320 320 332 652 PS

332 cart track & mango garden

326 57/2 A+0 122638 186.888 366 165 200 365 165 200 366 332 400 732 WET

400 Tar Road X-ing ( MUZAFFARA to CHHALESAR) & 3nos. LT line

327 57/3 A+0 123038 186.788 400 200 201 401 200 201 400 400 400 800 WET

400 minor crossing & LT LINE

328 57/4 A+0 123438 186.565 400 199 111 310 199 133 333 400 399 799 WET

399 33KV LINE

329 58/0 D+18 9° 30' 43"R 210 123838 188.253 304 288 187 475 266 166 433 399 210 609 SS

210 220kv D/C ALIGARH-NARAURA LINE X-ing Bet. T.NO.11A & 12A

330 59/0 D+9 45° 34' 56"L 2249 124047 187.669 282 23 220 243 43 210 253 210 355 565 SS

355

331 59/1 A+0 124402 188.215 375 135 196 330 145 196 341 355 395 750 SS

395 Tar Road X-ing( ATRALOI to GODHA) & MANGO GARDEN

332 59/2 A+0 124797 188.644 385 199 185 385 199 186 385 395 375 770 WET

375 Tar Road X-ing( SHIKARGADI to GODHA) & 11KV LINE

333 59/3 A+0 125172 189.086 375 190 184 374 189 185 374 375 375 750 SS

375

334 59/4 A+0 125547 189.815 368 191 177 368 190 178 368 375 360 735 SS

360 11KV LINE

335 59/5 A+0 125907 190.353 375 183 179 362 182 183 365 360 389 749 WET

389 Tar Road X-ing( SURAJPUR to GODHA) & 11KV LINE

336 60/0 D+3 7° 30' 20"L 228 126296 190.746 308 210 135 345 206 130 336 389 228 617 WET

228 Railway X-ing (ALIGARH to CHANDOUSI) bet. Km 144 & 145

337 61/0 D+0 15° 10' 45"R 793 126524 191.037 311 92 196 289 98 197 294 228 395 623 WET

395 CART TRACK

338 61/1 A+0 126919 191.288 396 199 171 370 198 178 376 395 398 793 WET

398

339 62/0 D+6 3° 33' 50"L 209 127316 191.480 304 227 78 304 220 84 304 398 209 607 SS

209 220kv D/C ALIGARH-Rampur LINE X-ing Bet. T.NO.20 & 21

340 63/0 D+6 18° 12' 50"L 4452 127526 194.649 290 132 219 351 125 211 336 209 370 579 WET


341 63/1 A+0 127896 193.570 370 151 186 337 159 186 345 370 370 740 WET

370






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

342 63/2 A+0 128266 193.359 373 184 189 372 184 188 372 370 375 745 SS

375 Tar Road X-ing( TAQIPUR to BIRPUR) Cart track & mango garden

343 63/3 A+0 128641 193.146 385 186 196 383 187 197 383 375 395 770 WBC

395

344 63/4 A+0 129036 193.426 398 199 188 386 198 191 389 395 400 795 WET

400

345 63/5 A+3 129436 193.184 400 212 215 427 209 211 420 400 400 800 WET

400 mango garden

346 63/6 A+0 129836 192.946 400 185 198 384 189 199 388 400 400 800 PS

400 cart track

347 63/7 A+0 130236 193.353 400 202 193 395 201 195 396 400 400 800 SS

400 cart track

348 63/8 A+0 130636 194.881 400 207 190 396 205 192 397 400 400 800 PS

400 Tar Road X-ing (DIBOI to ALIGARH), canal crossing & 2nos. LT lines

349 63/9 A+3 131036 194.209 350 210 160 371 208 158 366 400 300 700 PS

300 LT LINE

350 63/10 A+0 131336 195.493 308 140 160 300 142 160 302 300 315 615 PS

315 CART TRACK & 2nos. LT LINE

351 63/11 A+0 131651 194.977 321 155 161 316 155 162 317 315 327 642 FS

327 MINOR,MANGO GARDEN & LT line

352 64/0 B+0 2° 23' 11"L 6346 131978 195.400 361 166 198 364 165 198 363 327 395 722 PS

395 LT LINE

353 64/1 A+0 132373 195.261 397 197 201 398 197 201 398 395 400 795 PS

400 Tar Road X-ing (CHHATARI to NAGALIA),

354 64/2 A+0 132773 194.963 398 199 198 397 199 198 397 400 395 795 SS

395

355 64/3 A+0 133168 194.809 395 197 195 392 197 196 393 395 395 790 WET

395

356 64/4 A+0 133563 195.255 398 200 202 401 199 201 400 395 400 795 WET

400

357 64/5 A+0 133963 194.819 398 198 197 395 199 197 396 400 395 795 WET

395 MINOR CROSSING

358 64/6 A+0 134358 194.961 395 198 194 392 198 195 393 395 395 790 WET

395 CART TRACK

359 64/7 C+0 Section Tower 134753 195.738 398 201 204 405 200 203 403 395 400 795 SS

400 CART TRACK & POND

360 64/8 A+0 135153 194.793 398 196 196 392 197 196 393 400 395 795 WET

395 MINOR & CART TRACK

361 64/9 A+0 135548 195.121 395 199 184 383 199 187 386 395 395 790 WET

395

362 64/10 A+3 135943 195.148 398 211 219 430 208 214 422 395 400 795 WET

400 CART TRACK

363 64/11 A+0 136343 193.981 398 181 198 379 186 198 384 400 395 795 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

395 LT LINE & CANAL CROSSING

364 64/12 A+0 136738 193.876 395 197 182 379 197 186 383 395 395 790 WET

395 CANAL CROSSING

365 64/13 A+3 137133 194.207 398 213 212 425 209 209 418 395 400 795 WET

400 TAR ROAD CROSSING, LT LINE & CANAL CROSSING

366 64/14 A+0 137533 194.530 398 188 197 385 191 197 388 400 395 795 WET

395 LT LINE

367 64/15 A+0 137928 194.620 396 198 198 396 198 198 396 395 396 791 WET

396 CART TRACK, LT LINE & 11KV LINE

368 65/0 C+0 16° 24' 53"L 1574 138324 194.681 396 198 195 393 198 196 394 396 395 791 WBC

395 CART TRACK

369 65/1 A+0 138719 195.194 395 200 192 391 199 193 392 395 395 790 WBC

395 CART TRACK & LT line

370 65/2 A+0 139114 196.514 395 203 198 402 202 198 400 395 395 790 WBC

395 2NOS. CART TRACK

371 65/3 A+0 139509 196.308 392 197 194 390 197 194 391 395 389 784 WET

389 2NOS. CART TRACK

372 66/0 C+0 17° 18' 47"R 3755 139897 196.472 382 195 184 379 195 185 379 389 375 764 WET

375 POND & CART TRACK

373 66/1 A+0 140272 197.280 375 191 188 379 190 188 378 375 375 750 WET

375 CART TRACK

374 66/2 A+0 140647 197.363 375 187 187 374 187 187 374 375 375 750 WET

375 Tar Road X-ing ( BARLA to TEORI) & MINOR

375 66/3 A+0 141022 197.521 375 188 191 379 188 190 378 375 375 750 WET

375

376 66/4 A+0 141397 196.793 375 184 188 372 185 188 373 375 375 750 WET

375

377 66/5 A+0 141772 196.638 375 187 190 377 187 190 376 375 375 750 WET

375

378 66/6 A+0 142147 197.201 375 185 187 372 185 187 373 375 375 750 WET

375 Tar Road X-ing

379 66/7 A+0 142522 197.200 375 188 189 376 188 189 376 375 375 750 WET

375 CART TRACK

380 66/8 A+0 142897 196.920 375 186 188 374 186 188 374 375 375 750 WET

375 LT LINE

381 66/9 A+0 143272 196.807 377 187 177 364 187 180 367 375 380 755 WET

380 Tar Road X-ing (PAHASU to JARARA), 11KV LINE & CART TRACK

382 67/0 D+3 57° 51' 29"L 685 143652 196.613 338 203 132 336 200 136 336 380 296 676 WET

296 132KV S/C LINE

383 67/1 D+6 143948 196.177 343 164 222 385 160 215 375 296 389 685 WET

389 CANAL CROSSING

384 68/0 D+0 33° 25' 8"R 1441 144337 196.296 375 168 179 347 174 180 354 389 360 749 WET

360






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

385 68/1 A+0 144697 196.397 360 181 180 360 180 180 360 360 360 720 WET

360 Tar Road X-ing

386 68/2 A+0 145057 196.402 360 180 181 361 180 181 361 360 360 720 WET

360

387 68/3 A+0 145417 196.176 360 179 162 341 179 166 345 360 361 721 PS

361 CANAL CROSSING

388 69/0 D+3 37° 58' 47"L 227 145778 196.941 294 199 -22 177 194 11 206 361 227 587 PS

227 132KV D/C LINE

389 70/0 D+18 48° 48' 13"R 372 146005 199.074 299 249 280 529 215 257 472 227 372 599 WET

372 CART TRACK

390 71/0 D+0 34° 58' 25"R 6846 146377 197.560 376 92 179 271 115 182 297 372 380 752 WET

380 11KV LINE

391 71/1 A+0 146757 199.787 370 200 187 387 198 185 383 380 360 740 WET

360 LT LINE

392 71/2 A+0 147117 198.480 380 173 190 364 175 193 368 360 400 760 WET

400 LT LINE

393 71/3 A+3 147517 197.623 390 210 207 417 207 203 410 400 380 780 WET

380 MINOR

394 71/4 A+0 147897 196.943 380 173 189 361 177 189 366 380 380 760 WET

380

395 71/5 A+0 148277 197.255 380 191 189 381 191 189 381 380 380 760 WET

380 CART TRACK

396 71/6 A+0 148657 197.416 380 191 192 382 191 191 382 380 380 760 WET

380 CART TRACK

397 71/7 A+0 149037 197.069 380 188 189 377 189 189 378 380 380 760 WET

380

398 71/8 C+0 Section Tower 149417 197.321 350 191 152 343 191 154 345 380 320 700 WET

320

399 71/9 A+0 149737 198.752 360 168 204 372 166 203 369 320 400 720 WET

400 Tar Road X-ing, CANAL CROSSING, 11KV LINE

400 71/10 A+0 150137 197.804 400 196 186 382 197 189 386 400 400 800 WET

400 Tar Road X-ing

401 71/11 A+3 150537 197.966 400 214 212 426 211 209 420 400 400 800 WET

400

402 71/12 A+0 150937 198.265 390 188 189 377 191 189 380 400 380 780 WET

380 Tar Road X-ing

403 71/13 A+0 151317 198.437 380 191 191 381 191 191 381 380 380 760 WET

380

404 71/14 A+0 151697 198.295 380 189 187 376 189 188 377 380 380 760 WBC

380 CANAL CROSSING

405 71/15 A+0 152077 198.964 380 193 187 380 192 188 380 380 380 760 WBC

380 CART TRACK

406 71/16 A+0 152457 199.634 380 193 190 383 192 190 383 380 380 760 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

380

407 71/17 A+0 152837 199.568 383 190 190 380 190 191 380 380 386 766 WET

386 Tar Road X-ing

408 72/0 C+0 29° 15' 11"L 4976 153223 200.286 383 197 189 386 196 189 385 386 380 766 WET

380 LT LINE

409 72/1 A+0 153603 200.491 382 191 184 375 191 186 377 380 385 765 WET

385

410 72/2 A+0 153988 202.216 383 201 197 397 199 195 394 385 380 765 WET

380 CANAL CROSSING & 11KV LINE

411 72/3 A+0 154368 200.749 383 183 191 374 185 191 376 380 385 765 WET

385 LT LINE

412 72/4 A+0 154753 201.132 383 194 188 382 194 189 382 385 380 765 SS

380 3nos. LT LINE

413 72/5 A+0 155133 201.512 383 192 191 383 191 191 383 380 385 765 PS

385 CART TRACK & LT LINE

414 72/6 A+0 155518 201.835 383 194 196 390 194 195 388 385 380 765 PS

380 CANAL CROSSING

415 72/7 A+0 155898 200.502 383 184 195 379 185 195 380 380 385 765 FS

385 CART TRACK

416 72/8 A+0 156283 199.881 383 190 187 377 190 188 378 385 380 765 PS

380

417 72/9 A+0 156663 200.438 383 193 194 386 192 193 385 380 385 765 WET

385 Tar Road X-ing ( BARAGAON to GT ROAD)

418 72/10 A+0 157048 200.187 383 191 189 381 192 190 381 385 380 765 PS

380

419 72/11 A+0 157428 200.322 383 191 199 389 190 197 388 380 385 765 PS

385 CART TRACK

420 72/12 A+0 157813 198.985 385 186 190 376 188 191 378 385 386 771 WET

386

421 73/0 D+0 35° 51' 20"L 1999 158199 199.650 393 196 204 400 195 203 398 386 400 786 SS

400

422 73/1 A+0 158599 198.775 400 196 186 382 197 189 386 400 400 800 PS

400 CANAL & 11KV LINE

423 73/2 A+3 158999 198.952 400 214 210 424 211 207 418 400 400 800 WET

400 CART TRACK

424 73/3 A+0 159399 199.768 400 190 176 366 193 182 374 400 400 800 WET


425 73/4 A+3 159799 202.179 400 224 217 441 218 213 431 400 399 799 WET

399 CANAL

426 74/0 D+0 3° 32' 16"L 245 160198 201.272 322 182 122 304 186 122 308 399 245 644 WET

245 NH-91 X-ing(KANPUR to DELHI) bet. Km 94 & 95

427 75/0 D+0 15° 5' 55"R 3194 160443 201.348 322 123 180 303 123 185 308 245 400 645 WET

400 33KV LINE






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

428 75/1 A+6 160843 199.718 400 220 219 439 215 215 429 400 400 800 FS

400 Tar Road X-ing & 11KV line

429 75/2 A+0 161243 201.389 400 181 192 372 185 194 379 400 400 800 FS

400 Tar Road X-ing ( RONDA to KAMALPUR) & 2nos. 11kv line

430 75/3 A+3 161643 200.283 400 208 213 422 206 210 416 400 400 800 PS

400

431 75/4 A+0 162043 200.296 400 187 187 373 190 190 380 400 400 800 WET

400 cart track

432 75/5 A+3 162443 200.249 400 213 217 430 210 213 423 400 400 800 WET

400 Tar Road X-ing ( KHURJA to DANWAR)

433 75/6 A+0 162843 199.484 400 183 199 383 187 200 387 400 400 800 WET

400

434 75/7 A+0 163243 199.608 397 201 196 396 200 196 396 400 394 794 WET

394 2nos. Minor

435 76/0 D+0 42° 18' 54"R 1465 163637 199.897 379 198 181 379 198 181 379 394 365 759 WET

365

436 76/1 A+0 164002 200.242 365 184 183 367 184 183 367 365 365 730 WET

365 11KV LINE

437 76/2 A+0 164367 200.125 365 182 181 363 182 181 363 365 365 730 WET

365 canal crossing

438 76/3 A+0 164732 200.497 368 184 184 369 184 184 368 365 370 735 WET

370 11kv LINE

439 77/0 C+0 24° 40' 35"L 1360 165102 200.687 355 186 172 358 186 171 357 370 340 710 PS

340 Tar Road X-ing ( ASGHARPUR to KOHALI KALAN)

440 77/1 A+0 165442 200.353 340 168 171 339 169 171 339 340 340 680 WET

340

441 77/2 A+0 165782 200.191 340 169 171 340 169 171 340 340 340 680 WET

340

442 77/3 A+0 166122 200.051 340 169 122 291 169 134 303 340 340 680 WET

340 canal crossing

443 78/0 D+9 36° 15' 0"L 458 166463 200.203 295 218 151 369 206 145 351 340 250 590 WET

250 132kv S/C ALIGARH-DHELI LINE X-ing Bet. T.NO.232 & 233

444 78/1 D+6 166713 199.567 229 99 150 249 105 139 244 250 208 458 WET

208 Railway X-ing(Delhi to Aligarh) bet. Km 1367 & 1368

445 79/0 D+0 35° 10' 14"R 1597 166920 200.160 304 57 199 257 69 200 268 208 400 608 PS

400 MANGO GARDEN & LT LINE

446 79/1 A+0 167320 200.279 400 201 188 389 200 191 392 400 400 800 PS

400 LT LINE & 11KV LINE

447 79/2 A+3 167720 199.870 400 212 214 426 209 211 419 400 400 800 WET


448 79/3 A+0 168120 199.690 399 186 195 381 189 196 385 400 397 797 WET

397 Tar Road X-ing ( KASERU to MDR=70)

449 80/0 D+0 31° 58' 1"R 1809 168518 200.563 379 203 185 387 202 184 385 397 360 757 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

360 CART TRACK & 33KV LINE

450 80/1 A+0 168878 199.606 360 175 180 355 176 180 356 360 360 720 WET

360

451 80/2 A+0 169238 199.627 363 180 180 361 180 181 361 360 365 725 WET

365 2nos. 11KV LINE & MINOR

452 80/3 A+0 169603 200.047 363 185 182 367 184 182 366 365 360 725 WBC

360 Tar Road X-ing, 11KV LINE & LT LINE

453 80/4 A+0 169963 199.626 362 178 184 362 178 183 362 360 364 724 WBC

364 MDR-70 Tar Road X-ing( KHURJA to JEWAR)

454 81/0 B+0 8° 36' 17"R 1124 170326 199.224 379 180 195 375 180 195 376 364 395 759 WET

395 2nos. 11kv line & cart track

455 81/1 A+0 170721 199.825 375 200 179 379 200 179 378 395 355 750 WET

355

456 81/2 A+0 171076 199.561 364 176 184 360 176 184 361 355 374 729 WET

374

457 82/0 B+0 14° 53' 46"R 1993 171450 200.271 387 190 200 390 190 200 389 374 400 774 WET

400 CANAL & 11KV LINE

458 82/1 A+0 171850 200.316 400 200 192 392 200 194 394 400 400 800 WET

400 11KV LINE & LT LINE

459 82/2 A+0 172250 202.088 400 208 184 392 206 188 394 400 400 800 WET


460 82/3 A+3 172650 202.617 400 216 218 434 212 213 425 400 400 800 SS


461 82/4 A+0 173050 201.630 396 182 196 378 187 196 383 400 393 793 WET

393

462 83/0 C+0 22° 45' 1"R 1088 173443 201.656 379 197 181 378 197 182 378 393 365 758 WET

365

463 83/1 A+0 173808 201.886 365 184 182 366 183 182 366 365 365 730 FS

365 11KV LINE

464 83/2 A+0 174173 201.906 361 183 177 360 183 178 360 365 358 723 FS

358 LT LINE

465 84/0 C+0 25° 13' 22"L 2267 174531 202.231 366 181 193 374 180 192 372 358 375 733 FS

375 LT LINE

466 84/1 A+0 174906 201.064 377 182 186 368 183 187 370 375 380 755 PS


467 84/2 A+0 175286 201.963 378 194 186 381 193 187 380 380 375 755 PS

375 LT LINE

468 84/3 A+0 175661 202.208 378 189 191 380 188 191 379 375 380 755 WET

380

469 84/4 A+0 176041 202.011 378 189 186 375 189 186 376 380 375 755 WET

375 Tar Road X-ing

470 84/5 A+0 176416 202.348 379 189 191 381 189 191 380 375 382 757 PS

382 Tar Road X-ing






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

471 85/0 B+0 4° 27' 47"R 3314 176798 202.271 376 191 185 376 191 185 376 382 370 752 PS

370

472 85/1 A+0 177168 202.254 370 185 184 369 185 184 369 370 370 740 FS

370 11KV LINE

473 85/2 A+0 177538 202.511 370 186 185 371 186 185 371 370 370 740 FS

370

474 85/3 A+0 177908 202.571 370 185 186 372 185 186 371 370 370 740 PS

370 CART TRACK & TAR ROAD X-ING

475 85/4 A+0 178278 202.277 370 184 185 369 184 185 369 370 370 740 PS

370 Tar Road X-ing

476 85/5 A+0 178648 202.186 370 185 183 368 185 184 368 370 370 740 WET

370 2nos. LT line

477 85/6 A+0 179018 202.577 370 187 187 374 186 186 373 370 370 740 WET

370

478 85/7 A+0 179388 202.225 370 183 185 369 184 185 369 370 370 740 PS

370

479 85/8 A+0 179758 202.126 362 185 172 357 185 173 358 370 354 724 PS

354 CART TRACK

480 86/0 D+0 39° 25' 20"L 4486 180112 203.122 375 182 200 383 181 200 381 354 395 749 WET

395 2nos. 11kv line

481 86/1 A+0 180507 202.476 375 195 176 370 195 176 371 395 355 750 WET


482 86/2 A+0 180862 202.843 365 179 187 366 179 187 366 355 375 730 WET

375

483 86/3 A+0 181237 202.946 375 188 187 375 188 187 375 375 375 750 WET

375 cart track

484 86/4 A+0 181612 203.035 375 188 186 374 188 187 375 375 375 750 WET

375 11kv line

485 86/5 A+0 181987 203.246 370 189 187 376 188 186 374 375 365 740 WET

365 2nos. LT Line & minor

486 86/6 A+0 182352 202.286 375 178 196 374 179 195 374 365 385 750 WET

385 2nos. LT Line & cart track

487 86/7 A+0 182737 201.553 365 189 170 359 190 171 360 385 345 730 WET

345 11kv line

488 86/8 A+0 183082 202.059 373 175 183 358 174 187 362 345 400 745 WET

400 minor & tar road crossing

489 86/9 A+3 183482 202.780 390 217 196 413 213 195 407 400 380 780 WET

380

490 86/10 A+0 183862 204.501 378 184 185 369 185 186 371 380 375 755 WET

375 canal & 2nos. 11kv line

491 86/11 A+0 184237 204.989 368 190 147 337 189 155 344 375 361 736 WET

361 LT LINE, 11KV LINE & CART TRACK

492 87/0 D+6 35° 32' 14"L 221 184598 205.786 291 214 20 234 206 42 248 361 221 581 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

221 400kv S/C A-M LINE

493 88/0 D+18 54° 59' 15"R 344 184819 204.950 282 201 269 470 179 245 423 221 344 565 WET

344 Tar Road X-ing ( BULANDSHAHAR to KAKOUD) & 2nos. 11kv line

494 89/0 C+0 15° 56' 26"R 3416 185163 204.422 352 76 177 253 100 178 277 344 360 704 WET

360 minor crossing

495 89/1 A+0 185523 205.063 380 183 202 386 182 202 384 360 400 760 WET


496 89/2 A+0 185923 204.530 390 198 190 387 198 190 388 400 380 780 PS

380 MANGO GARDEN, 11kv line & LT LINE

497 89/3 A+0 186303 204.557 355 190 170 360 190 169 359 380 330 710 PS

330 minor

498 89/4 A+0 186633 203.643 365 160 200 360 161 200 361 330 400 730 PS

400 11kv line & minor

499 89/5 A+0 187033 203.745 400 200 194 395 200 196 396 400 400 800 FS

400 11kv line

500 89/6 A+0 187433 205.028 395 206 195 400 204 195 399 400 390 790 FS


501 89/7 A+0 187823 205.106 385 195 189 384 195 189 384 390 380 770 WET

380 11KV LINE

502 89/8 A+0 188203 205.332 378 191 188 379 191 188 379 380 376 756 WET

376 Tar Road X-ing

503 90/0 D+0 43° 11' 43"L 8553 188579 205.327 388 188 189 377 188 192 379 376 400 776 WET

400

504 90/1 A+3 188979 204.827 400 211 211 422 208 208 417 400 400 800 WET

400 MINOR & LT LINE

505 90/2 A+0 189379 205.319 383 189 190 378 192 188 379 400 365 765 PS

365

506 90/3 A+0 189744 203.870 368 175 179 354 177 180 358 365 370 735 PS

370 LT LINE

507 90/4 A+0 190114 205.120 385 191 196 387 190 197 387 370 400 770 PS

400 Tar Road X-ing (SALEMPUR JAT to MAHAMADPUR KEHARI)

508 90/5 A+0 190514 206.011 398 204 193 397 203 194 397 400 395 795 WET

395 LT LINE

509 90/6 A+0 190909 206.987 393 202 204 406 201 202 403 395 390 785 WET

390 LT LINE & CART TRACK

510 90/7 A+0 191299 205.017 390 186 202 388 188 200 388 390 390 780 WET

390 CANAL CROSSING

511 90/8 A+0 191689 203.515 388 188 197 385 190 196 386 390 385 775 WET

385

512 90/9 A+0 192074 202.556 388 188 197 385 189 197 386 385 390 775

390 Tar Road X-ing & 11KV LINE

513 90/10 C+0 Section Tower 192464 202.110 390 193 196 389 193 196 389 390 390 780 WET

390 MINOR






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

514 90/11 A+0 192854 201.854 388 194 187 380 194 188 382 390 385 775 PS

385 CART TRACK

515 90/12 A+0 193239 203.127 388 198 193 391 197 193 390 385 390 775 PS

390

516 90/13 A+0 193629 203.634 390 197 199 396 197 198 395 390 390 780 WBC

390 11KV line

517 90/14 A+0 194019 202.744 388 191 193 384 192 193 384 390 385 775 WBC

385 CART TRACK

518 90/15 A+0 194404 202.724 388 192 195 388 192 195 388 385 390 775 WET

390 NALA, MINOR & CART TRACK

519 90/16 A+0 194794 202.616 388 195 192 387 195 192 387 390 385 775 WET

385 MINOR

520 90/17 A+0 195179 202.640 388 193 192 385 193 193 386 385 390 775 WET

390

521 90/18 A+0 195569 203.236 390 198 180 378 197 184 381 390 390 780 WET

390 11kv line & LT LINE

522 90/19 A+3 195959 203.422 390 210 214 423 206 209 415 390 390 780 WET

390

523 90/20 A+0 196349 202.337 388 176 174 350 181 179 359 390 385 775 WET

385 CANAL CROSSING

524 90/21 A+3 196734 203.316 392 211 220 431 206 215 421 385 398 783 SS

398 CART TRACK

525 91/0 B+0 14° 39' 13"R 1901 197132 201.708 389 178 192 370 183 191 375 398 380 778 WET

380 Tar Road X-ing ( DHANON KALAO to ROSANPUR)

526 91/1 A+0 197512 201.307 380 188 185 373 189 186 375 380 380 760 WET

380

527 91/2 A+0 197892 202.394 380 195 191 386 194 191 385 380 380 760 WET

380

528 91/3 A+0 198272 202.195 380 189 189 378 189 189 378 380 380 760 SS

380 11kv line

529 91/4 A+0 198652 202.446 380 191 194 385 191 193 384 380 381 761 WET

381 canal crossing

530 92/0 B+0 11° 25' 48"L 1454 199033 201.712 373 187 178 365 188 179 367 381 365 746 WET

365

531 92/1 A+0 199398 202.613 365 187 183 370 186 183 368 365 365 730 WET

365 MINOR

532 92/2 A+0 199763 202.570 365 182 184 366 182 184 366 365 365 730 WBC

365

533 92/3 A+0 200128 202.241 362 181 178 359 181 178 360 365 359 724 WET

359 11KV LINE & 33KV LINE

534 93/0 D+0 36° 5' 45"R 292 200487 202.597 326 181 145 327 181 145 326 359 292 651 SS

292 Tar Road X-ing ( DHANKOR to SIKANDARABAD) & nala crossing

535 94/0 B+0 14° 40' 38"L 1193 200779 202.750 346 147 187 334 147 190 337 292 400 692 WET






Wind

Span

(m)


Angle (Deg)

Sectio

n

length

(m)

Cum.

Chainage

(m)

Ground

Elevatio

n (m)

Sr

No

Prov.

No.

Tower

Type

Span

(m)

400 11KV & LT LINE

536 94/1 A+3 201179 202.604 400 213 212 425 210 209 419 400 400 800 WET

400

537 94/2 A+0 201579 202.887 396 188 191 379 191 192 383 400 393 793 WET

393 MINOR & 2nos. 11kv line

538 95/0 D+0 58° 43' 35"L 1156 201972 204.070 391 202 203 405 200 201 401 393 390 783 WBC

390 11kv line

539 95/1 A+0 202362 202.315 390 187 173 360 189 178 367 390 390 780 SS

390

540 95/2 A+9 202752 198.106 383 217 206 423 212 202 413 390 376 766 WBC

376 132kv S/C LINE X-ing Bet. T.NO.92 & 93 & Tar Road X-ing

541 96/0 C+9 25° 21' 38"R 1107 203127 194.246 373 169 229 399 174 218 392 376 370 746 WET

370 NALA CROSSING

542 96/1 A+0 203497 194.128 370 141 186 326 152 185 337 370 370 740 WET

370

543 96/2 A+0 203867 194.015 368 184 182 367 185 183 367 370 367 737 WET

367

544 97/0 D+0 40° 14' 37"R 1959 204234 194.245 378 185 196 381 184 196 380 367 390 757 WBC

390

545 97/1 A+0 204624 193.929 390 194 196 390 194 196 390 390 390 780 WET

390

546 97/2 A+0 205014 193.642 390 194 194 388 194 194 388 390 390 780 PS

390 NALA CROSSING

547 97/3 A+0 205404 193.802 390 196 191 386 196 192 387 390 390 780 WET

390

548 97/4 A+0 205794 194.730 395 199 200 399 198 200 398 390 399 789 WET

399

549 98/0 C+0 20° 44' 3"R 747 206194 194.768 380 200 180 380 200 180 380 399 360 759 WET

360 cart track

550 98/1 A+0 206554 194.777 374 180 192 372 180 193 373 360 387 747 WET

387 cart track

551 99/0 DE+0 206941 195.084 194 195 0 195 195 0 195 387 0 387 WET DEAD END (PROPOSED GREATER NOIDA S/S)


Annexure

Noida-Hapur Line

BILL OF QUANTITES FOR TRANSMISSION LINE PACKAGE

Name of Line: 765 KV S/C GREATER NOIDA TO HAPUR Line (63.096km)

AVERAGE SPAN- 360.5 m LOA No.-909-V.J.P.K./T-5(G) dated 01.09.2008.

SL.NO DESCRIPTION UNIT QUANTITY



Hilly terrain KMS 0

2. TOWER


b. Tension NOS. 49


3

DETAILED SURVEY INCLUDING PROFILING & TOWER SPOTTING

KMS 0




b. Fissured Rock 0

c. Hard Rock 0

d. River Crossing

LOC

0

6. BECNHING


b. Fissured Rock 0

c. Hard Rock 0

CUM

7.1

DESIGN FABRICATION AND SUPPLY OF TOWER AND TOWER EXTENSIONS WITH STUB. BOLTS & NUTS STEP BOLTS, PACK WASHERSHANGERS, D-SHACKLES ETC. AND ERECTION OF FOLLOWINGS TYPE OF TOWERS AND TOWER EXTN'S COMPLETE WITH ALL ABOVE MENTIONED FITTINGS INCLUDING TACK WELDING AND SUPPLY AND APPLICATION OF ZINC RICH PANT.

NOS. 175





(iv) DA+9 M Extn. 1

(v) DA+18 M Extn. 0




(II) DB+3 M Extn.

1


(iv) DB+9 M Extn. 0

(v) DB+18 M Extn. 0

(vi) DB+25 M Extn.

NOS.

0





(ii) DC+3 M Extn. 1


(iv) DC+9 M Extn. 0

(v) DC+18 M Extn. 0

(vi) DC+25 M Extn.

NOS.

0



(ii) DD+3M Extn. 3


(iv) DD+9M Extn. 9

(v) DD+18M Extn. 1

(vi) DD+25M Extn. 2

7.2

DESIGN FABRICATION AND SUPPLY OF TOWERS WITH LEG EXTENSIONS WITH STUB, BOLTS AND NUTS, STEP BOLTS, PACK WASHERS HANGERS, D- SHACKLES ETC. AND ERECTION COMPLETE WITH ALL MENTIONED FITTINGS INCLUDING TACK WELDING* (An indicative scheme for unequal leg extensions is enclosed at Sketch - 1 &2)

NOS. 0

a. DA/A Standard - 6M Towers (w.r.t. Centre of tower location)







b. DA/A Standard -4.5M Towers (w.r.t. Centre of tower location)







c. DA/A Standard -3M Towers (w.r.t. Centre of tower location)







d. DA/A Standard - 1.5M Towers (w.r.t. Centre of tower location)









e. DA/A Standard Towers (w.r.t. Centre of tower location)

for Legs levels from 6m to +3m







f. DA/A Standard 1.5 M Towers (w.r.t. Centre of tower location)







g. DA/A Standard 3.0 M Towers (w.r.t. Centre of tower location)







h. DA/A Standard Towers (w.r.t. Centre of tower location)

for Legs lever from +4.5m to +pm level





i. DNA Standard Towers +4.5 M (w.r.t. Centre of tower location)





j. DA/A Standard Towers +6.5 M (w.r.t. Centre of tower location)





k. DA/A Standard Towers +7.5 M (w.r.t. Centre of tower location)





I. DA/A Standard Towers +9.0 M (w.r.t. Centre of tower location)


Leas at standard -6.0 M level NOS. 0





a. DB/B Standard-6m towers (w.r.t. center of tower location)

Leas at standard -4.5 M level 0



Leas at standard level 0



b. DB/B Standard-4.5m towers (w.r.t. center of tower location)







c. DB/B Standard-3M towers (w.r.t. center of tower location)







d. DB/B Standard-1.5m towers (w.r.t. center of tower location)







e. DB/B Standard Towers (w.r.t. Centre of tower location)

for Legs levels from 6m to +3m







NOS.

0

f. DB/B Standard 1.5m Towers (w.r.t. centre of tower location)







NOS.

0

q.DB/B Standard 3.0 M Towers (w.r.t. Centre of tower location)







NOS.

0



h. DB/B Standard Towers (w.r.t. Centre of tower location)

for Legs lever from +4.5m to +9m level 0





i. DB/B Standard Towers +4.5 M (w.r.t. Centre of tower location)





j. DB/B Standard Towers +6.0 M (w.r.t. Centre of tower location)





k. DB/B Standard Towers +7.5 M (w.r.t. Centre of tower location)





I. DB/B Standard Towers +9.0 M (w.r.t. Centre of tower location)









Legs at standard level 0 Legs at standard -1.5 M level 0


NOS.

0

b. DC/C Standard-4.5m towers (w.r.t. center of tower location. 0



Legs at standard -1.5 M level 0 Legs at standard level 0



NOS.

0

c. DC/C Standard-3M towers (w.r.t. center of tower location. 0


Legs at standard -3.0 M level 0 Legs at standard -1.5 M level 0




NOS.

0





Legs at standard level

NOS.

0





e. DC/C Standard Towers (w.r.t. Centre of tower location)






















h. DC/C Standard Towers (w.r.t. Centre of tower location)

for Legs lever from +4.5m to +9m level




Leas at standard -9.0 M level

NOS.

0

i. DC/C Standard Towers +4.5 M (w.r.t. Centre of tower location)





NOS.

0

j. DC/C Standard Towers +6.0 M (w.r.t. Centre of tower location)





NOS.

0

k. DC/C Standard Towers +7.5 M (w.r.t. Centre of tower location)





NOS.

0

I. DC/C Standard Towers +9.0 M (w.r.t. Centre of tower location)





NOS.

0



a. DD/D Standard-6m towers (w.r.t. center of tower location)







b. DD/D Standard-4.5m towers (w.r.t. center of tower location)







c. DD/D Standard-3M towers (w.r.t. center of tower location)


Leas at standard -3:'0 M level 0





NOS.

0



Les at standard -3.0 M level 0





NOS.

0


Legs levels from 6m to +3m 0







NOS.

0







Les at standard -3.0 M level

NOS.

0








NOS.

0





NOS.

0





i. DD/D Standard Towers +4.5 M (w.r.t. Centre of tower location)





j. DD/D Standard Towers +6.0 M (w.r.t. Centre of tower location)










NOS.

0






NOS.

0








REINFORCEMENT.


i Dry 0

ii Wet 74





vii Hard Rock 0

viii Sandy Soil 5

ix WBC 10


i Dry 0

ii Wet 9





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 2


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet . 1





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0







vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i) Dry 0

ii) Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 3





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i) Dry 0

ii) Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


iJ Dry 0

iiJ Wet 0







vii Hard Rock 0

viii Sandy Soil 0

ix WBC

0


i Dry 0

ii Wet 5





vii Hard Rock 0

viii Sandy Soil 2

ix WBC 1


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix) WBC 1


i) Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


(i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 11




SL. NO.



Vi Submerged Fissured Rock 0

Vii Hard Rock 0

Viii Sandy Soil 0

ix WBC

1


i Dry 0

ii Wet 1





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 3





Vii Hard Rock 0

Viii Sandy Soil 0

ix WBC

NOS.

0


i Dry 0

ii Wet 7





vii Hard Rock 0

Viii Sandy Soil 0

ix WBC 1


i i Dry 0

ii Wet 0



v Dry Fissured Roc 0


Vii Hard Rock 0

Viii Sandy Soil 1

ix WBC 0


i Dry 0

ii Wet 2


iv Fully Submerged

NOs.

0

Dry Fissured Rock

v 0

vi


0 -

vii

Hard Rock 0

viii Sandy Soil 0

ix WBC 0









i Dry 0

ii Wet 0





vii) Hard Rock 0

viii) Sandy Soil 0

ix WBC 0


i) Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC . 0


. i

Dry

0

ii Wet 0







vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock ' 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i) Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock -0

Viii Sandy Soil 0

ix WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii } Sandy Soil 0

ix ) WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0




(i) Dry 0

(ii) Wet 0





(vii} Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandv Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandv Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0




(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0


(i) Dry 0

(ii) Wet 0





(vii) Hard Rock 0

(viii) Sandy Soil 0

(ix) WBC 0




i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Dry 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0


i Drv 0

ii Wet 0





vii Hard Rock 0

viii Sandy Soil 0

ix WBC 0



a. Pipe Type 175

b. Counterpoise type 0

c. River crossing locations

NOS.

0










c.

M 150 (1 :2:4) mixed concrete for top seal cover of revetment. CUM 0

d.

Back fi lling / leaving of volume enclosed by Revetment.

CUM 0


ACCESSORIES

a.

Danger Plate NOS. 175

b.

Number plates NOS. 175

c.

Anti Climbing Device NOS. 175

d.

Phase Plate Set of 3) NOS. 98

e.

Circuit Plate set of 2) NOS. 175

f.

Bird Guards NOS. 175









STRINGS EQUIPMENT.


Painting of Normal tower above 45m from ground level. NOS. 0

Obstruction light on normal tower (to be provided as per IS

5613)

i.


ii


c.Span markers IN SPAN NOS. 3 (SPAN)




1 0/0 DE+0 688 195.365 173 0 173.6 174 0 173 173.3 0 345 345 WET DEAD END (PROPOSED GREATER NOIDA S/S)

345

2 0/1 A+0 345 195.153 344 171.4 170.4 342 171.7 171 342.3 345 342.9 687.9 WET

343

3 1/0 C+0 25° 3' 40"L 1950 688 195.355 366 172.5 199.5 372 172.2 198 370.6 342.9 390 732.9 WET

390

4 1/1 A+0 1078 194.378 390 190.5 199.7 390 191.6 199 390.2 390 390 780 WET

390

5 1/2 A+0 1468 193.353 390 190.3 191.9 382 191.5 193 384.1 390 390 780 WET

390 NALA CROSSING

6 1/3 A+0 1858 194.038 390 198.1 193 391 197.4 194 390.9 390 390 780 PS

390

7 1/4 A+0 2248 194.465 390 197 196.5 394 196.5 196 392.7 390 390.2 780.2 WET

390

8 2/0 D+0 37° 4' 45"L 684 2638 194.145 365 193.6 171.4 365 194 171 365 390.2 340 730.2 WBC

340

9 2/1 A+0 2978 193.881 342 168.6 170.9 340 169 171 340.1 340 343.9 683.9 WET

344

10 3/0 C+0 21° 7' 30"L 1536 3322 194.075 364 172.9 147.1 320 172.7 158 331 343.9 385 728.9 WET

385 NALA CROSSING

11 3/1 A+9 3707 194.836 385 237.9 222.7 461 226.7 215 441.9 385 385 770 WET

385 132kv S/C LINE X-ing Bet. T.NO.91 & 92 & Tar Road X-ing

12 3/2 A+0 4092 197.341 385 162.3 174.8 337 169.8 179 349 385 385 770 WBC


13 3/3 A+0 4477 201.141 383 210.2 177.6 388 205.8 181 386.6 385 380.9 765.9 SS

381 11kv line

14 4/0 C+0 26° 58' 17"R 1557 4858 203.869 385 203.3 195.8 399 200.1 196 395.7 380.9 390 770.9 WBC

390

15 4/1 A+0 5248 203.699 390 194.2 195.9 390 194.4 196 390.1 390 390 780 WET

390 CANAL, 11kv line , LT line and mango garden

16 4/2 A+0 5638 203.513 390 194.1 195 389 194.4 195 389.4 390 390 780 WET

390 Tar Road X-ing ( DHANKOR to NAWADA)

17 4/3 A+0 6028 203.513 389 195 191.7 387 195 192 387.2 390 387.4 777.4 WET

387

18 5/0 C+0 17° 12' 48"R 2258 6415 203.945 381 195.7 189.3 385 195.2 189 384.1 387.4 375 762.4 SS

375 Tar Road X-ing ( DHANKOR to SIKANDARABAD) & nala crossing

19 5/1 A+0 6790 203.564 375 185.7 188.5 374 186.1 188 374.4 375 375 750 WET

375 2 nos. 11kv line

20 5/2 A+0 7165 203.348 375 186.5 186.4 373 186.7 187 373.4 375 375 750 WBC

375 11kv line

21 5/3 A+0 7540 203.584 375 188.6 187.2 376 188.3 187 375.6 375 375 750 WET

375 canal crossing

22 5/4 A+0 7915 203.642 375 187.8 188.9 377 187.7 189 376.3 375 375 750 WET

375

23 5/5 A+0 8290 203.348 379 186.1 195.1 381 186.4 194 380.7 375 383.3 758.3 WET

Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)

Tower Schedule (765kv S/C Greater Noida S/S to Hapur S/S.)

AVERAGE SPAN- 360.5m.



Wind

Span

(m)


Angle (Deg)




Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)



Wind

Span

(m)


Angle (Deg)

383 11kv line

24 6/0 C+0 24° 3' 33"L 1814 8674 202.599 374 188.1 177.7 366 189 179 367.8 383.3 365 748.3 SS

365

25 6/1 A+0 9039 203.586 365 187.3 188.4 376 186.1 187 373.1 365 365 730 WET

365

26 6/2 A+0 9404 202.378 365 176.6 179.6 356 178 180 358.4 365 365 730 WET

365 Tar Road X-ing ( DHANON KALAO to ROSANPUR)

27 6/3 A+0 9769 202.962 365 185.4 183.5 369 184.7 183 367.9 365 365 730 WET

365

28 6/4 A+0 10134 202.756 360 181.5 171.3 353 181.7 173 354.5 365 354.5 719.5 SS

355 canal crossing

29 7/0 D+0 31° 48' 30"L 3445 10488 203.940 367 183.2 190.2 373 181.8 190 371.9 354.5 380 734.5 WET

380 canal crossing

30 7/1 A+0 10868 203.887 382 189.7 192.3 382 189.8 192 382.2 380 385 765 WET

385 11kv line

31 7/2 A+0 11253 203.922 338 192.7 146.8 339 192.6 146 339 385 290 675 WET

290

32 7/3 A+0 11543 203.631 345 143.2 200.9 344 143.6 201 344.3 290 400 690 WET

400 Tar Road X-ing, cart track & 2 Nos. 11kv line

33 7/4 A+0 11943 203.434 400 199.1 183.8 383 199.3 188 387.1 400 400 800 WET

400

34 7/5 A+3 12343 204.061 400 216.2 220.5 437 212.2 215 427.6 400 400 800 WET


35 7/6 A+0 12743 202.487 400 179.5 184.9 364 184.6 189 373.2 400 400 800 WBC

400 Tar Road X-ing ( AAUDA to CHUHAPUR)

36 7/7 A+3 13143 202.865 400 215.1 210 425 211.4 208 418.9 400 400 800 WBC

400 canal crossing

37 7/8 A+0 13543 203.636 395 190 185.6 376 192.5 188 380.4 400 389.8 789.8 PS

390 MAT BRANCH CANAL CROSSING

38 8/0 D+3 54° 45' 35"L 1098 13933 202.653 377 204.2 194.8 399 201.9 192 393.7 389.8 365 754.8 PS

365

39 8/1 A+0 14298 203.142 365 170.2 179.9 350 173.2 181 353.7 365 365 730 WET

365 CART TRACK

40 8/2 A+0 14663 203.679 366 185.1 179.3 364 184.5 180 364.9 365 367.6 732.6 WET

368 2 NOS. LT LINE & CANAL CROSSING

41 9/0 C+0 25° 11' 57"R 1768 15030 204.607 361 188.3 173.3 362 187.2 174 361.5 367.6 355 722.6 WET

355 LT LINE

42 9/1 A+0 15385 205.440 355 181.7 178.2 360 180.7 178 358.7 355 355 710 WET

355 CANAL crossing ,11KV LINE & LT LINE

43 9/2 A+0 15740 205.293 355 176.8 177.9 355 176.9 178 354.7 355 355 710 WET

355

44 9/3 A+0 16095 205.219 355 177.1 178.9 356 177.2 179 355.8 355 355 710 WET

355

45 9/4 A+0 16450 204.934 352 176.1 128.2 304 176.4 140 316 355 348.4 703.4 WET

348 CART TRACK ,11KV LINE

46 10/0 D+9 11° 16' 40"R 250 16799 204.890 299 220.3 147.3 368 208.9 142 350.6 348.4 249.6 598 WET

250

47 11/0 D+6 14° 0' 39"R 1041 17048 204.759 300 102.3 196.5 299 107.9 191 299.1 249.6 350 599.6 WET

350 cart track

132kv D/C ALIGARH-DHELI LINE X-ing Bet. T.NO.323 & 324 &

Railway X-ing(Delhi to Aligarh) bet. Km 1394 & 1395




Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)



Wind

Span

(m)


Angle (Deg)

48 11/1 A+0 17398 206.553 350 153.5 172 325 158.8 173 331.5 350 350 700 PS

350 11kv line

49 11/2 A+0 17748 207.148 346 178 129.5 308 177.3 140 317 350 341 691 WET

341 canal crossing

50 12/0 D+9 6° 18' 12"L 230 18089 205.947 286 211.5 115.4 327 201.3 115 316.6 341 230.1 571.1 WET

230 400kv S/C A-M LINE & 11kv line

51 13/0 D+9 4° 39' 56"R 3316 18319 205.906 300 114.7 231.2 346 114.8 220 334.6 230.1 370 600.1 PS

370 cart track, CANAL crossing ,11KV LINE & LT LINE

52 13/1 A+0 18690 205.363 360 138.8 180.5 319 150.2 179 329.4 370 350 720 PS

350 LT LINE

53 13/2 A+0 19040 204.288 360 169.5 185.4 355 170.9 185 356.2 350 370 720 PS

370 canal crossing

54 13/3 A+0 19410 204.198 380 184.6 193 378 184.7 194 378.2 370 390 760 WET

390 Tar Road X-ing & canal crossing

55 13/4 A+0 19800 204.628 380 197 185.4 382 196.5 185 381.8 390 370 760 WBC

370 cart track, 11KV LINE & LT LINE

56 13/5 A+0 20170 204.544 370 184.6 186.7 371 184.7 186 371 370 370 740 FS

370 cart track

57 13/6 A+0 20540 204.199 370 183.3 186 369 183.7 186 369.5 370 370 740 PS

370 Tar Road X-ing (SIKANDRABAD to DULERA)

58 13/7 A+0 20910 204.001 370 184 186.7 371 184.3 186 370.6 370 370 740 PS

370 11KV LINE

59 13/8 A+0 21280 203.652 363 183.3 174.5 358 183.7 175 359.1 370 356.2 726.2 PS

356 CANAL CROSSING

60 14/0 C+0 22° 10' 52"L 1195 21636 204.372 378 181.7 189 371 180.8 192 372.6 356.2 400 756.2 WET

400 11KV LINE & CANAL CROSSING

61 14/1 A+3 22036 203.817 400 210.9 213.5 424 208.2 210 418.4 400 400 800 WET

400

62 14/2 A+0 22436 203.805 397 186.5 173.9 360 189.8 180 369.5 400 394.6 794.6 FS

395 LT LINE

63 15/0 D+6 2° 34' 18"L 243 22830 202.963 319 220.7 149.6 370 214.9 143 357.6 394.6 243.5 638.1 PS

243 132kv S/C LINE X-ing Bet. T.NO.51 & 52 & CART TRACK

64 16/0 D+3 13° 31' 58"L 1523 23074 202.178 312 93.89 204.3 298 100.8 201 301.6 243.5 380 623.5 PS

380 Tar Road X-ing (PRANGAH to SIKANDARABAD),11KV LINE,CANAL

65 16/1 A+0 23454 202.139 380 175.7 188.7 364 179.2 189 368.2 380 380 760 PS

380 CANAL CROSSING

66 16/2 A+0 23834 202.414 380 191.3 188.4 380 191 189 379.7 380 380 760 WET

380

67 16/3 A+0 24214 202.761 382 191.6 187.5 379 191.2 189 379.7 380 383.2 763.2 PS

383 Tar Road X-ing (KHURJA to SIKANDARABAD) & Canal crossing

68 17/0 B+0 14° 7' 29"R 2252 24597 203.639 379 195.7 188.4 384 194.7 188 382.9 383.2 375 758.2 WET

375

69 17/1 A+0 24972 203.441 375 186.6 185.8 372 186.8 186 373 375 375 750 WET

375

70 17/2 A+0 25347 203.793 375 189.2 185.6 375 188.8 186 374.8 375 375 750 WET

375 11kv line

71 17/3 A+0 25722 204.193 375 189.4 190 379 188.9 189 378.3 375 375 750 WET

375 cart track

72 17/4 A+0 26097 203.672 375 185 189 374 185.6 189 374.3 375 375 750 WET




Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)



Wind

Span

(m)


Angle (Deg)

375 cart track

73 17/5 A+0 26472 203.354 376 186 185.7 372 186.4 186 372.7 375 376.6 751.6 WET

377 NALA CROSSING & 33kv line

74 18/0 D+0 27° 43' 29"L 220 26849 203.894 298 190.9 117.7 309 190.2 116 306 376.6 220.1 596.7 WET

220 NH-91 X-ing(KANPUR to DELHI) bet. Km 60 & 61 & 33kv line

75 19/0 D+0 21° 43' 18"R 2561 27069 202.959 293 102.5 182.4 285 104.3 182 286.8 220.1 365 585.1 WET

365

76 19/1 A+0 27434 202.981 365 182.6 180.7 363 182.6 181 363.7 365 365 730 WET

365 LT LINE

77 19/2 A+0 27799 203.350 365 184.3 180.7 365 183.9 181 365 365 365 730 WET

365

78 19/3 A+0 28164 203.725 365 184.3 183.7 368 183.9 183 367.3 365 365 730 WET

365 Tar Road X-ing (NH=91 to ISMALPUR), 11kv line, cart track

79 19/4 A+0 28529 203.486 375 181.3 190 371 181.6 191 372.3 365 385 750 WET

385 11kv line

80 19/5 A+0 28914 204.018 388 195 192.5 387 194.4 193 387.5 385 390 775 WET

390 2nos. Canal crossing & 11kv line

81 19/6 A+0 29304 204.568 358 197.5 113.3 311 196.9 126 322.4 390 325.7 715.7 PS

326 NALA CROSSING

82 20/0 D+9 32° 26' 42"R 209 29629 204.585 267 212.5 102.9 315 200.2 103 303.5 325.7 209.2 534.9 WET

209 220kv D/C DADRI DIBAI LINE X-ing Bet. T.NO.202 & 203

83 21/0 D+9 56° 45' 28"L 2129 29839 204.788 282 106.4 221.8 328 105.9 211 316.8 209.2 355 564.2 WET

355 CART TRACK

84 21/1 A+0 30194 205.006 355 133.2 177.1 310 144.2 177 321.4 355 355 710 WET

355

85 21/2 A+0 30549 205.079 355 177.9 175.5 353 177.8 176 353.7 355 355 710 WET

355 33kv line

86 21/3 A+0 30904 205.485 355 179.5 175.1 355 179 176 354.7 355 355 710 WET

355

87 21/4 A+0 31259 205.957 355 179.9 179.5 359 179.3 179 358.3 355 355 710 WBC

355 canal crossing

88 21/5 A+0 31614 205.552 355 175.5 174.7 350 176 175 351.3 355 354.1 709.1 WBC

354 2nos. Cart track crossing

89 22/0 B+0 3° 52' 22"R 922 31968 206.003 330 179.3 154.1 333 178.7 154 332.4 354.1 305 659.1 PS

305 LT LINE

90 22/1 A+0 32273 205.735 305 150.9 154.2 305 151.3 154 305.1 305 305 610 WET

305 canal crossing

91 22/2 A+0 32578 205.450 308 150.8 162.5 313 151.2 161 312.1 305 311.6 616.6 WET

312 minor & cart track crossing

92 23/0 D+0 25° 46' 31"R 204 32889 204.282 258 149.1 67.43 217 150.8 76 226.7 311.6 203.9 515.6 WET

204 132kv S/C DADRI DIBAI LINE X-ing Bet. T.NO.207 & 208

93 24/0 D+3 53° 36' 28"L 3167 33093 205.213 299 136.5 211 347 128 208 335.6 203.9 395 598.9 WET

395 Tar Road X-ing & minor crossing

94 24/1 A+0 33488 205.244 395 184 195.7 380 187.4 196 383.5 395 395 790 PS

395 Tar Road X-ing ( PITUBAS to SIKANDARABAD)

95 24/2 A+0 33883 205.650 395 199.3 184 383 198.9 187 386.2 395 395 790 WET

395 2nos. canal crossing

96 24/3 A+3 34278 205.634 398 211 213.5 425 207.7 210 417.8 395 400 795 WET

400 Tar Road X-ing




Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)



Wind

Span

(m)


Angle (Deg)

97 24/4 A+0 34678 205.622 398 186.5 181.8 368 189.8 186 375.6 400 395 795 WET

395 Tar Road X-ing

98 24/5 A+3 35073 206.074 395 213.2 211 424 209.3 208 416.9 395 395 790 WET

395

99 24/6 A+0 35468 206.099 395 184 187.3 371 187.3 190 377.2 395 395 790 WET

395

100 24/7 A+3 35863 205.342 396 207.7 208.6 416 205.2 206 411.3 395 396.9 791.9 PS

397 Tar Road X-ing (ISAPUR to MUHANA), canal crossing & cart track

101 25/0 C+0 23° 29' 10"L 3849 36260 206.092 391 188.3 193.8 382 190.8 193 384.3 396.9 385 782 WET

385 cart track

102 25/1 A+0 36645 205.810 385 191.2 192.7 384 191.5 193 384.2 385 385 770 WBC

385 minor & LT LINE crossing

103 25/2 A+0 37030 205.769 365 192.3 169.4 362 192.4 170 362.6 385 345 730 WET

345 LT LINE

104 25/3 A+0 37375 206.358 368 175.6 196.3 372 174.8 196 370.8 345 390 735 WET

390 3nos. LT LINE

105 25/4 A+0 37765 206.078 390 193.7 195.2 389 194 195 389.2 390 390 780 WET

390 Tar Road X-ing (SIKANDARABAD to GULAWATHI)

106 25/5 A+0 38155 206.041 393 194.8 195.4 390 194.9 196 390.8 390 395 785 WBC

395

107 25/6 A+0 38550 206.500 398 199.6 184.5 384 199.1 188 387.4 395 400 795 SS

400 2nos. Cart track crossing & LT LINE

108 25/7 A+3 38950 206.964 395 215.5 208.5 424 211.7 205 416.8 400 390 790 WBC

390 11KV LINE

109 25/8 A+0 39340 207.031 388 181.5 195.4 377 184.9 195 379.5 390 385 775 WET

385 CART TRACK

110 25/9 A+0 39725 206.416 384 189.6 160.6 350 190.3 168 358.7 385 383.7 768.7 WET

384 LT LINE

111 26/0 D+6 53° 40' 18"R 211 40109 207.113 297 223.1 1.587 225 215.4 27.3 242.6 383.7 210.6 594.3 WET

211 500kv HVDC RIHAND DADRI LINE X-ing Bet. T.NO.2098 & 2099 NTPC

112 27/0 D+18 19° 28' 37"L 166 40320 207.303 188 209 179.7 389 183.3 156 339.1 210.6 166.2 376.8 SS

166 CART TRACK

113 28/0 D+9 49° 41' 7"L 216 40486 207.338 191 -13.6 112.9 99 10.36 112 122 166.2 215.7 381.9 WET

216 220kv D/C M-B LINE X-ing Bet. T.NO.12 & 13 , LT LINE

114 29/0 D+9 0° 0' 32"R 366 40701 206.733 291 102.8 226.6 329 104.1 216 319.9 215.7 366.3 582 WBC

366 Tar Road X-ing ( GULAWATHI to SIKANDARABAD) & 11kv line,LT line

115 30/0 D+0 42° 18' 40"R 2218 41068 206.856 368 139.8 183.5 323 150.5 184 334.4 366.3 370 736.4 WET

370

116 30/1 A+0 41438 207.166 370 186.5 175.7 362 186.1 178 364.2 370 370 740 WET

370

117 30/2 A+0 41808 209.080 370 194.3 183.1 377 192 184 375.5 370 370 740 WET

370 cart track

118 30/3 A+0 42178 209.473 370 186.9 185.5 372 186.4 185 371.8 370 370 740 SS

370

119 30/4 A+0 42548 209.366 370 184.5 186.8 371 184.6 186 370.9 370 370 740 WET

370 Tar Road X-ing & 11kv line,LT line

120 30/5 A+0 42918 209.001 369 183.2 182.9 366 183.7 183 366.9 370 367.8 737.8 WET

368 cart track

121 31/0 B+0 4° 9' 48"L 3600 43286 209.198 384 184.9 196 381 184.6 197 381.6 367.8 400 767.8 WET




Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)



Wind

Span

(m)


Angle (Deg)

400 cart track

122 31/1 A+0 43686 210.084 400 204 205.1 409 203 204 406.8 400 400 800 SS

400 cart track

123 31/2 A+0 44086 208.946 400 194.9 185.7 381 196.2 189 385.4 400 400 800 WET

400

124 31/3 A+3 44486 209.129 400 214.3 211.8 426 210.7 209 419.6 400 400 800 WET

400

125 31/4 A+0 44886 209.498 400 188.2 188.3 376 191.1 191 382.3 400 400 800 WET

400 canal , cart track, 11kv line & mango garden

126 31/5 A+3 45286 209.117 400 211.7 210.5 422 208.8 208 416.8 400 400 800 WET

400 minor crossing

127 31/6 A+0 45686 209.767 400 189.5 188.2 378 192.1 191 383.2 400 400 800 WET

400

128 31/7 A+3 46086 209.395 400 211.8 212.5 424 208.9 209 418.3 400 400 800 WET

400

129 31/8 A+0 46486 209.606 400 187.5 187.3 375 190.6 190 381 400 400 800 WBC

400

130 32/0 C+3 26° 36' 20"L 1393 46886 209.447 375 212.7 188.1 401 209.6 185 394.4 400 350 750 WBC

350 11kV LINE & Tar Road X-ing

131 32/1 A+0 47236 209.889 315 161.9 138 300 165.1 138 303.6 350 280 630 PS

280

132 32/2 A+0 47516 210.201 321 142 180.7 323 141.5 181 322.3 280 362.5 642.5 PS

363 canal crossing

133 32/3 A+0 47878 210.324 381 181.9 195.8 378 181.7 197 378.6 362.5 400 762.5 WET

400 2nos. 11kv line & 2nos. LT line

134 33/0 B+0 4° 46' 0"R 1967 48278 211.260 398 204.2 197.4 402 203.2 197 400.5 400 395 795 WET

395 Tar Road X-ing (GULAWATHI to DHOLANA)

135 33/1 A+0 48673 211.292 395 197.6 193.7 391 197.6 195 392.3 395 395 790 WET

395 2nos. 11kv line

136 33/2 A+0 49068 212.128 395 201.3 187.2 389 200.4 190 390.1 395 395 790 WET

395 2nos. Cart track & 11kv line

137 33/3 A+3 49463 211.391 395 207.8 210.6 418 205.2 207 412.5 395 395 790 WET

395 mango tree garden

138 33/4 A+0 49858 211.512 391 184.4 148 332 187.7 159 347 395 387.4 782.4 WET

387 Tar Road X-ing (BARODA to SAPNAWAT) & 11kv line

139 34/0 D+9 53° 48' 37"R 240 50246 212.393 314 239.4 122.6 362 228.1 122 350.1 387.4 240 627.4 WET

240 400kv S/C Moradabad - Dadari Line X-ing Bet. T.NO.956 & 957

140 35/0 D+9 46° 5' 41"L 2749 50486 212.041 318 117.4 240.5 358 118 230 347.9 240 395 635 WET

395

141 35/1 A+0 50881 211.560 393 154.5 187 342 165.1 189 354.1 395 390 785 WET


142 35/2 A+0 51271 213.301 395 203 200.9 404 201 201 401.7 390 400 790 PS

400 2nos. 11kv line & LT line

143 35/3 A+0 51671 213.107 398 199.1 196.4 396 199.3 197 396 400 395 795 WET

395 Tar Road X-ing

144 35/4 A+0 52066 213.353 395 198.6 202.7 401 198.3 201 399.7 395 395 790 WET


145 35/5 A+0 52461 212.212 395 192.3 198.7 391 193.6 198 392 395 395 790 PS

395




Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)



Wind

Span

(m)


Angle (Deg)

146 35/6 A+0 52856 211.957 387 196.3 190.5 387 196.6 190 387 395 379.4 774.4 PS

379 canal ,minor & 11kv line

147 36/0 C+0 17° 54' 3"R 3459 53235 211.779 382 188.9 187.5 376 189.1 189 377.8 379.4 385 764.4 PS

385 Tar Road X-ing (NAN to NARAYANPUR) & 11kv line

148 36/1 A+0 53620 212.855 385 197.5 190.7 388 196.3 191 387.4 385 385 770 WET

385 LT LINE

149 36/2 A+0 54005 212.459 385 194.3 189.2 384 193.9 190 383.9 385 385 770 WBC

385

150 36/3 A+0 54390 213.173 385 195.8 176.1 372 195 180 375.2 385 385 770 FS

385 11KV LINE

151 36/4 A+0 54775 216.687 385 208.9 208.1 417 204.8 204 409.1 385 385 770 PS

385 cart track, 11KV LINE & LT LINE

152 36/5 A+0 55160 213.330 385 176.9 192.3 369 180.7 192 373.1 385 385 770 PS

385 Tar Road X-ing (NAN to CHANDPURA)

153 36/6 A+0 55545 213.375 385 192.7 187.3 380 192.7 189 381.3 385 385 770 PS

385

154 36/7 A+0 55930 214.485 375 197.7 182.2 380 196.4 182 378.7 385 365 750 WET

365

155 36/8 A+0 56295 214.546 382 182.8 179.5 362 182.7 184 367.2 365 398.9 763.9 WET

399 Tar Road X-ing, cart track, 11kv line & LT line

156 37/0 B+6 7° 52' 46"L 1893 56694 212.994 389 219.4 218 437 214.5 211 425.5 398.9 380 778.9 FS

380 NALA X-ing, cart track, 11kv line & LT line

157 37/1 A+0 57074 213.060 380 162 180.9 343 168.9 183 352.1 380 380 760 PS


158 37/2 A+0 57454 214.986 380 199.1 193 392 196.8 192 389.1 380 380 760 PS

380

159 37/3 A+0 57834 214.340 380 187 200.8 388 187.7 198 385.8 380 380 760 PS

380 WBM Road X-ing (RAGHUNATHPUR to KAMI)

160 37/4 A+0 58214 212.057 377 179.2 184.4 364 181.9 185 366.9 380 373.4 753.4 WET

373

161 38/0 C+0 26° 29' 32"R 1584 58587 212.528 384 189 196.3 385 188.4 197 385 373.4 395 768.4 PS

395

162 38/1 A+0 58982 212.783 395 198.7 195.8 395 198.4 196 394.6 395 395 790 WET

395 Tar Road X-ing (PUDA HUSENPUR to NH=24) & minor

163 38/2 A+0 59377 213.147 395 199.2 207.8 407 198.7 205 404 395 395 790 WET

395

164 38/3 A+0 59772 210.874 397 187.2 196.7 384 189.7 197 387.1 395 398.7 793.7 WET

399

165 39/0 D+0 39° 31' 11"L 224 60171 211.471 311 202 110.9 313 201.4 111 312.5 398.7 223.9 622.6 WET

224 NH-24 X-ing (DEHLI to LUCKNOW) bet. Km 449 & 450

166 40/0 D+0 29° 15' 44"L 227 60395 211.607 226 113 112.6 226 112.8 113 225.6 223.9 227.2 451.1 WET

227

167 41/0 D+0 23° 22' 14"R 215 60622 211.737 221 114.6 57.7 172 114.4 70 184.3 227.2 214.6 441.8 WET

215 Railway X-ing (DELHI to MORADABAD) bet. Km 109 & 110

168 42/0 D+6 31° 31' 13"L 422 60837 211.679 318 156.9 233.5 390 144.6 228 372.5 214.6 421.7 636.3 WET

422

169 43/0 D+0 54° 53' 28"R 350 61258 212.342 386 188.2 44.72 233 193.8 76.9 270.7 421.7 349.6 771.3 WET

350

170 44/0 D+25 32° 41' 13"R 220 61608 212.720 285 304.8 111 416 272.7 111 383.4 349.6 220.3 569.9 WET




Section

length

(m)

Cum.

Chainage

(m)

Ground

Elevation

(m)

Sr

No

Prov.

No.Tower Type

Span

(m)



Wind

Span

(m)


Angle (Deg)

220 400kv D/C BRN-MAN LINE X-ing Bet. T.NO.514 & 515

171 45/0 D+25 9° 38' 32"L 473 61828 212.620 347 109.4 330.7 440 109.6 307 416.9 220.3 472.8 693.2 WET

473

172 46/0 D+0 15° 28' 11"L 221 62301 212.729 347 142.1 114.2 256 165.5 113 278.7 472.8 221 693.8 WET

221 132kv S/C MURADNAGAR-HAPUR LINE X-ing Bet. T.NO.67 & 68

173 47/0 D+0 0° 37' 12"R 574 62522 212.275 253 106.8 142.9 250 107.7 143 250.5 221 285 506 WET

285

174 47/1 A+0 62807 212.213 287 142.1 138.5 281 142.2 140 282.2 285 289 574 WET

289

175 48/0 DE+0 63096 213.174 145 150.5 0 150 149 0 149 289 0 289 WET DEAD END (PROPOSED HAPUR S/S)


final technical details 1&2

Documents

broken wire

uplift forces

half breaker

meja 400kv

live metal

transfer bus

transfer scheme

twin moose