Annexure. Technical Details Package 1

Transcription

1 Annexure Technical Details Package 1

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

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

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

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8 Survey Report Bara-Mainpuri Line

9 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 1 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 1 1\ D'" A NH - 76,11 K.V LINE. 2 2\ 3D12'45" RT D K.V LINE 3 2\1 A \2 A \3 A \4 A \5 A \ 15D36'43" LT C K.V S/C TR LINE. 9 4\ 1D19'56" RT C \1 A \2 A \3 A \ 2D'55" LT B METAL ROAD,CANEL. 14 5\1 A METAL ROAD. 15 5\2 A \3 A \4 A METAL ROAD. 18 5\5 A NALA. 19 5\6 A \ 3D6'15" LT D BRICK ROAD. 21 6\1 A \2 A Checked By Approved By

10 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 2 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total \3 A \4 A \5 A \6 A \7 A \8 A \9 B \1 A \11 A \12 A \13 A \14 A \15 A METAL ROAD,11 K.V,CANEL 36 6\16 A METAL ROAD, 37 6\17 A CANEL. 38 6\18 A \ 7D41'37" RT SPL \1 SPL YAMUNA RIVER. 41 7\2 SPL \ 1D19'45" RT SPL \1 A KACHA ROAD. 44 8\2 A Checked By Approved By

11 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 3 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total \3 A \4 A BRICK ROAD. 47 8\5 A \ 18D59'6" LT C KACHA ROAD. 49 9\1 A K.V,METAL ROAD 5 9\2 A K.V LINE,11 K.V. 51 1\ 25D47'55" LT C METAL ROAD,(2 NO) 52 1\1 A K.V. 53 1\2 A \3 A \4 A METAL ROAD. 56 1\5 A K.V.(2 NO),METAL ROAD. 57 1\6 A kv METAL ROAD 58 1\7 A \ 1D52'18" RT B \1 A \2 A METAL ROAD \3 A K.V,(2 NO),CANEL,METAL ROAD \4 A METAL ROAD \5 A \6 A \7 A Checked By Approved By

12 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 4 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total \ 24D34'45" RT C \1 A BRICK ROAD,CANEL \2 A METAL ROAD,11 K.V. 7 12\3 A \4 A \5 A METAL ROAD.POND \6 A / 39D32'42" RT D /1 A KHILNAI NADI, 76 13/2 A KHILNAI NADI, 77 13/3 A /4 A K.V, S.H, 2 KHILNAI NADI 79 13/5 A / 43D18'25" LT D /1 A BRICK ROAD 82 14/2 A /3 A /4 A /5 A NALA 86 14/6 A METAL ROAD 87 15/ 41D57'5" RT D /1 A Checked By Approved By

13 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 5 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38. KATCHA ROAD,L.T (2) 89 15/2 A /3 A CANEL,METAL ROAD 91 15/4 A /5 A /6 A /7 A KHILNAI NADI 95 15/8 A /9 A /1 A KATCHA ROAD, 98 16/ 35D11'59" LT D /1 A K.V, METAL ROAD. 1 16/2 A METAL ROAD, 11 K.V /3 A / 14D2'56' LT B KATCHA ROAD /1 A K.V /2 A K.V /3 A /4 A METAL ROAD /5 A /6 A METAL ROAD /7 A /8 A Checked By Approved By

14 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 6 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. KATCHA ROAD /9 A / 55D16'16" RT D METAL ROAD /1 A /2 A K.V. (2) METAL ROAD /3 A /4 A /5 A METAL ROAD /6 A /7 A /8 A KATCHA ROAD /9 A / 21D55'18" LT C METAL ROAD /1 A /2 A /3 A /4 A /5 A KATCHA ROAD /6 A /7 A /8 A METAL ROAD /9 A K.V. 11 K.V. KATCHA ROAD / 22D24'39" RT C Checked By Approved By

15 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 7 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total K.V. 11 K.V / 36D'8" LT D /1 A /2 A /3 A /4 A /5 A K.V /6 A METAL ROAD /7 A /8 A /9 A / 18D32'35" LT C /1 A /2 A /3 A K.V /4 A /5 A K.V /6 A /7 A /8 A METAL ROAD / 2D23'" RT C /1 A /2 A Checked By Approved By

16 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 8 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /3 A /4 A /5 A METAL ROAD /6 A / 6D32'55" RT B KV / 27D41'5" RT C METAL ROAD /1 A /2 A K.V. METAL ROAD /3 A / 4D28'52" LT D /1 A /2 A /3 A /4 A /5 A /6 A /7 A KATCHA ROAD /8 A /9 A / 6D19'5" RT B /1 A /2 A Checked By Approved By

17 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 9 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 36. METAL ROAD /3 A /4 A K.V /5 A /6 A /7 A METAL ROAD / 14D55'51" LT B / 26D29'45" RT C /1 A LOWER GANGA CANEL, METAL ROAD /2 A KATCHA ROAD /3 A / 26D5'45" LT C /1 A /2 A /3 A /4 A METAL ROAD. 4. METAL ROAD /5 A /6 A /7 A /8 A KATCHA ROAD /9 A METAL ROAD / 7D37'58" RT B /1 A Checked By Approved By

18 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 1 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total K.V /2 A K.V. 2 31/3 A /4 A /5 A METAL ROAD /6 A /7 A POND /8 A /9 A / 1D51'9" LT B METAL ROAD (2) 28 32/1 A NALA 29 32/2 A POND /3 A /4 A /5 A /6 A /7 A /8 A METAL ROAD,11 K.V /9 A /1 A / 8D23'33" LT B K.V. 11 K.V. METAL ROAD /1 A CANEL, KATCHA ROAD, 22 33/2 A Checked By Approved By

19 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 11 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38. METAL ROAD /3 A METAL ROAD /4 A /5 A /6 A /7 A /8 A KATCHA ROAD / 3D3'12" LT B /1 A /2 A /3 A K.V. LOWER GANGA CANEL, ROAD /4 A /5 A /6 A /7 A METAL ROAD, LT LINE /8 A /9 A / 6D1'56" RT B /1 A /2 A /3 A /4 A /5 A Checked By Approved By

20 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 12 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 38. METAL ROAD /6 A /7 A / 5D52'54" RT B /1 A /2 A /3 A METAL ROAD / 5D36'22" LT B /1 A POND, ROAD, CANEL /2 A /3 A / 5D45'44" LT B /1 A CANEL /2 A /3 A /4 A METAL ROAD /5 A /6 A METAL ROAD, 11 K.V /7 A / D48'3" RT B /1 A METAL ROAD, /2 A CANEL /3 A Checked By Approved By

21 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 13 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. CANEL /4 A /5 A / 1D22'57" RT B METAL ROAD /1 A /2 A /3 A /4 A /5 A METAL ROAD (2), CANEL, 273 4/6 A CANEL /7 A / 12D18'17" LT B ROAD /1 A ROAD /2 A /3 A /4 A / 26D'13" LT C ROAD, 4KV S/C T.L / 19D1'4" RT C /1 A /2 A NALA /3 A KV LINE,POND / 24D46'44" RT C /1 A Checked By Approved By

22 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 14 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4 ROAD /2 A /3 A /4 A /5 A /6 A /7 A /8 A / 11d55'2" LT B /1 A /2 A /3 A /4 A /5 A /6 A ROAD 31 45/7 A /8 B /9 A /1 A /11 A ROAD 36 45/12 A /13 A ROAD 38 45/14 A Checked By Approved By

23 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 15 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total / 25d2'56" RT C /1 A /2 A /3 A /4 A /5 A /6 A KV /7 A ROAD /8 A ROAD,11 KV /9 A ROAD / 9d28'37" LT B /1 A KV /2 A ROAD /3 A /4 A /5 A /6 A / 7d45'37" RT B KV / 4d22'24" LT B /1 A /2 A /3 A Checked By Approved By

24 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 16 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /4 A /5 A /6 A ROAD /7 A /8 A ROAD /9 A KV /1 A ROAD,11 KV,LT LINE 338 5/ 17d42'22" LT C LT LINE,11 KV 339 5/1 A ROAD ( 2 ) 34 5/2 A / 7d45'8' LT B KV, POND /1 A ROAD /2 A /3 A / 2d3'42" RT C /1 A /2 A ROAD /3 A /4 A ROAD 35 52/5 A /6 B /7 A Checked By Approved By

25 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 17 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /8 A KV /9 A KV,ROAD /1 A ROAD,LT LINE /11 A ROAD, 11KV /12 A / 9d5'11' RT B /1 A KV, CANEL 36 53/2 A /3 A /4 A /5 A /6 A ROAD, 11KV /7 A /8 A KV /9 A / 15d4'22" RT C ROAD, LT LINE (2) /1 A /2 A /3 A ROAD /4 A ROAD /5 A /6 A Checked By Approved By

26 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 18 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /7 A / 16d8'46' LT C ROAD /1 A /2 A /3 A /4 A /5 A /6 B ROAD /7 A KV /8 A KV, ROAD /9 A /1 A ROAD /11 A /12 A / 4d52'51" LT B ROAD 39 56/1 A /2 A /3 A /4 A /5 A /6 A ROAD /7 B Checked By Approved By

27 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 19 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /8 A /9 A /1 A KV, ROAD 4 56/11 A /12 A /13 A NALA 43 57/ 13d3'8" LT B ROAD 44 57/1 A /2 A KV, LT LINE 46 57/3 A KV, ROAD 47 58/ 24d5'45" RT C KV, ROAD 48 58/1 A /2 A LT LINE, ROAD 41 58/3 A ROAD, 11 KV /4 A ROAD /5 A ROAD / 7d17'5' RT B /1 A KV /2 A /3 A /4 A KV, LT LINE (2) /5 A Checked By Approved By

28 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 2 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /6 A NALA, ROAD 42 59/7 A ROAD /8 A ROAD /9 A /1 A / 11d43'26' LT B /1 A ROAD 426 6/2 A ROAD 427 6/3 A ROAD 428 6/4 A ROAD, 11 KV 429 6/5 A ROAD 43 6/6 A ROAD, NALA 431 6/7 A /8 A /9 A ROAD, 11 KV 434 6/1 A KV(2), ROAD / 49d11'1" RT D KV CROSSING / 54D58'34" LT D ROAD,NALA CROSSING /1 A /2 A ROAD CROSSING /3 A /4 A Checked By Approved By

29 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 21 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total KV CROSSING /5 A /6 A LT LINE CROSSING,ROAD CROSSING /7 A /8 A KV CROSSING /9 A KV CROSSING / 1D58'49" RT B /1 A ROAD,NALA CROSSING /2 A /3 A KV CROSSING 45 63/4 A / 14D4'35" RT C LT LINE 3, ROAD CROSSING /1 C /2 A /3 A /4 A /5 A ROAD, NALA CROSSING / 6D58'13" LT B CANAL CROSSING /1 A NALA CROSSING /2 A ROAD, ROAD CROSSING 46 65/3 A /4 A ROAD CROSSING /5 A Checked By Approved By

30 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 22 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 394 ROAD CROSSING /6 A /7 A NALA, NALA CROSSING /8 A KV CROSSING, ROAD CROSSING /9 A / 11D11'14" LT B /1 A RIVER CROSSING /2 A RIVER CROSSING 47 66/3 A NALA CROSSING /4 A /5 A NALA, ROAD, 11 KV CROSSING /6 A /7 A /8 A /9 A ROAD CROSSING / 1D33'58" RT B ROAD CROSSING /1 A /2 A /3 A /4 A ROAD CROSSING /5 A /6 A /7 A Checked By Approved By

31 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 23 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /8 A /9 A RIVER CROSSING /1 A /11 A / 8D2'9" RT B /1 A KV CROSSING /2 A ROAD CROSSING /3 A /4 A /5 A /6 A ROAD CROSSING /7 A /8 A LT LINE CROSSING /9 A /1 A / 1D34'43" RT B /1 A /2 A ROAD, RIVER CROSSING 53 69/3 A /4 A /5 A /6 A Checked By Approved By

32 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 24 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /7 A /8 A /9 A /1 A /11 A Length of the Line (AP1/ - AP7/) ( A ) :

33 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 25 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total / 29d28'18" LT C NH / 33d12'33" RT D LT LINE /1 A ROAD / 21d4'4" LT C / 3d24'38" LT C /1 A / 9d2'2" LT C / 38d25'46" LT D NALA,N.E RAIL WAY LINE 52 76/ 27d37'55" RT C /1 A KV LINE /2 A ROAD /3 A ROAD /4 A / 3d53'3" RT B /1 A ROAD /2 A CANAL, ROAD /3 A /4 A /5 A ROAD /6 A Checked By Approved By

34 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 26 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. LT LINE /7 A /8 A /9 A LT LINE, ROAD / 16d3'43" LT C RIVER, ROAD /1 A ROAD /2 A /3 A RIVER /4 A ROAD 54 78/5 A /6 A /7 A ROAD, CANAL / 6d3'9" RT B CANAL /1 A RIVER /2 A /3 A MANETHU BAKHA RIVER /4 A NALA /5 A LT LINE, ROAD /6 A /7 A / 14d32'4" LT B Checked By Approved By

35 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 27 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total / 13d38'51" RT B ROAD /1 A NALA /2 A /3 A / 36d8'14" RT D NALA /1 A NALA /2 A /3 A ROAD, LT LINE 56 82/4 A /5 A /6 A /7 A ROAD /8 A NON RIVER /9 A LT LINE /1 A /11 A NON RIVER /12 A LT LINE, ROAD / 18d37'26" RT C / 1d28'1" RT B N C RAIL WAY LINE, LT LINE / 1d56'38" RT B Checked By Approved By

36 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 28 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total ROAD /1 A LT LINE ROAD /2 A ROAD /3 A LT LINE /4 A /5 A ROAD, LT LINE / 19d57'4" LT C LT LINE /1 A ROAD, WATER BODY / 11d36'18" RT B LT LINE 58 87/1 A ROAR, WATER BODY /2 A /3 C KV. TR. LINE /4 C / 11d54'39" RT D LT LINE, NH / 4d12'25" LT C LT LINE, CANAL /1 A /2 A /3 A /4 A /5 A / 43d46'1" RT D Checked By Approved By

37 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 29 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total K.V / 47d2'8" LT D ROAD /1 A /2 A ROAD /3 A /4 A /5 A / 4d27'16" LT B LT LINE, ROAD /1 A /2 A /3 A ROAD 62 92/4 A /5 A ROAD 64 92/6 A ROAD 65 92/7 A ROAD 66 92/8 A /9 A /1 A /11 A / 33d41'47" RT D CANAL /1 A Checked By Approved By

38 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 3 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total ROAD /2 A ROAD /3 A ROAD /4 A ROAD /5 A / 45d49'31" RT D KV. D/S TR. LINE / 14d44'35" LT B / 13d54'6" RT C LIT LINE, 4 KV.D/S TR. LINE / 14d21'58" LT B LT LINE 62 97/1 A LT LINE, 4 KV.S/C TR. LINE /2 C CANAL, ROAD /3 A LT LINE /4 A / 11d7'55" RT B LT LINE, 4 KV. S/C TR. LINE / 9d24'57" LT B /1 A ROAD /2 A / 9d 2' 58" RT B KV N.C. RAILWAY / 38d 42' 52" LT D /1 A ROAD /2 A Checked By Approved By

39 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 31 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /3 A / 17d 46' 11" LT C MATAL ROAD /1 A /2 A / 27d 23' 38" RT C /1 A / 42d 7' " RT D KV / 49d 55' 5" LT D ROAD 64 16/ 18d 6' 47" LT C MATAL ROAD,CANAL,LT LINE /1 A ROAD, ROAD /2 A /3 A / 18d 48' 6" LT C /1 A ROAD /2 A LT LINE /3 A /4 A /5 A LT LINE 65 17/6 A ROAD, LT LINE, ROAD /7 A Checked By Approved By

40 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 32 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /8 A /9 A CANAL /1 A LT LINE /11 A /12 B /13 A /14 A /15 A ROAD 66 17/16 A /17 A LT LINE /18 A /19 A LT LINE, ROAD /2 A /21 A /22 A ROAD / 28d 26' 45" RT C /1 A ROAD, NALA /2 A /3 A /4 A Checked By Approved By

41 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 33 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /5 A METAL ROAD /6 B /7 A /8 A METAL ROAD /9 A METAL ROAD /1 A /11 A /12 A / 1d 54' 37" LT B /1 A /2 A /3 A /4 A /5 A /6 A LT LINE /7 A /8 A LT LINE / 2d 29' 21" LT C LT LINE /1 A METAL ROAD, LT LINE /2 A Checked By Approved By

42 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 34 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 4. NALA / 37d 51' 17" LT D KV LINE / 55d 35' 52" RT D ROAD /1 A ARIND RIVER /2 A /3 A /4 A /5 A /6 B /7 A /8 A /9 A /1 A /11 A /12 A METAL ROAD / d ' 2" RT B /1 A ROAD /2 A /3 A /4 A /5 A Checked By Approved By

43 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 35 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /6 A ROAD /7 A /8 A /9 A /1 A /11 A LT LINE, ROAD / 2d 27' 45" RT D /1 A ROAD /2 A /3 A ROAD /4 A NALA / 18d 16' 43" LT C /1 A /2 A ROAD /3 A /4 A CANAL /5 A /6 A ROAD /7 A /8 A Checked By Approved By

44 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 36 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /9 A /1 A /11 A / 1d 4' 33" LT B /1 A /2 A /3 A ROAD /4 A CANAL /5 A /6 A /7 A /8 A / 33d 28' 15" RT D /1 A /2 A ROAD /3 A ROAD,LT LINE /4 A ROAD /5 A / 37d 24' 35" RT D /1 A Checked By Approved By

45 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 37 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total / 15d 7' 16" RT C KV / 25d 46' 26" LT C / 26d 56' 36" LT C /1 A /2 A CANEL, ROAD /3 A ROAD /4 A /5 A /6 A ROAD /7 A /8 A CANEL /9 A /1 A /11 A GAS LINE / 2d 47' 57" LT C /1 A /2 A /3 A /4 A ROAD /5 A Checked By Approved By

46 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 38 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /6 A ROAD /7 A /8 A /9 A /1 A ROAD, NALA, LT LINE /11 A LT LINE / 27d 22' 52" RT C N. H / 12d 33' 53" LT D /1 A /2 A / 11d 27' 1" LT B /1 A /2 A /3 A /4 A /5 A /6 A /7 A /8 A /9 A Checked By Approved By

47 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 39 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total / 16d 43' 21" LT C /1 A /2 A ROAD /3 A /4 A /5 A /6 A NALA /7 A /8 A ROAD /9 A /1 A /11 A ROAD / 12d 21' 41" RT B ROAD /1 A ROAD /2 A /3 A /4 A /5 A /6 A /7 A Checked By Approved By

48 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 4 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /8 A /9 A /1 A ROAD /11 A / 9d ' 4" RT B /1 A ROAD /2 A /3 A ROAD /4 A /5 A /6 A /7 A LT LINE /8 A / 54d 48' 44" RT D K V / 55d ' " LT D / 21d 35' 37" LT C /1 A /2 A /3 A /4 A Checked By Approved By

49 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 41 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /5 A ROAD /6 A /7 A ROAD /8 A ROAD /9 A /1 A CANEL, ROAD /11 A ROAD / 22d 29' " RT C /1 A NALA /2 A /3 A ROAD /4 A /5 A ROAD /6 B /7 A /8 A ROAD /9 A /1 A /11 A /12 A Checked By Approved By

50 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 42 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total / 4d 38' 32" RT B /1 A /2 A /3 A CANAL, ROAD /4 A / 48d 33' 47" LT D /1 A / 39d 57' 27" LT D KV / 5d 26' 36" RT D / 31d 18' 8" RT D /1 A /2 A ROAD /3 A /4 A NALA /5 A /6 A / 19d 52' 4" RT C /1 A CANAL, ROAD /2 A ROAD /3 A Checked By Approved By

51 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI 43 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total 364. ROAD /4 A /5 A NALA /6 A / 49d 1' 33" LT D NALA, ROAD /1 A LT LINE,ROAD /2 A /3 A /4 A /5 A /6 A /7 A /8 A / 12d 2' 59" LT B /1 A /2 A /3 A /4 A /5 A /6 B ROAD /7 A Checked By Approved By

52 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 44 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total LT LINE /8 A /9 A NALA /1 A /11 A /12 A / 14d 26' 28" RT B /1 A ROAD /2 A LT LINR 9 141/3 A /4 A /5 A /6 A ROAD /7 A NALA /8 A /9 A /1 A /11 A ROAD, LT LINE / d 9' 48" LT B /1 A /2 A Checked By Approved By

53 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 45 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /3 A /4 A ROAD /5 A /6 B ROAD /7 A /8 A /9 A /1 A NALA /11 A ROAD /12 A / 36d 49' 7" LT D KV LINE / 45d 8' 43" RT D /1 A /2 A /3 A RIVER /4 A ROAD, ROAD, LT LINE, RIVER /5 A /6 B /7 A /8 A Checked By Approved By

54 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 46 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total ROAD /9 A /1 A /11 A /12 A / 15d 9' 14" RT C /1 A /2 A /3 A /4 A /5 A /6 A LT LINE, ROAD, RIVER /7 A /8 A /9 A /1 A / 45d 14' 44" LT D LT LINE, 22 K V D/C T.L / 27d 26' 41" RT C /1 A RIVER, LT LINE /2 A /3 A Checked By Approved By

55 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 47 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total /4 A RIVER /5 A /6 A /7 A /8 A /9 A /1 A NH 93,LT LINE /11 A ROAD,LT LINE / 2d 5' 1" LT B ROAD /1 A /2 A LT LINE /3 A LT LINE /4 A /5 A /6 A /7 A /8 A /9 A /1 A / 52d 48' 9" RT D Checked By Approved By

56 TOWER SCHEDULE OF 765 KV. TR. LINE FROM BARA TO MAINPURI PAGE - 48 TOWER LOC. ANGLE OF TURN TYPE OF SEC Weight Hot Weight Cold Sum of adjustment of span Crossing Details NO. NO. DEVIATION R/L TOWER DIST. Left Right Total Left Right Total Left Right Total ROAD /1 A /2 A / 7d 51' 2" LT B RAIL LINE / 7d 32' 37" RT C CANAL, ROAD /1 A ROAD /2 A /3 A / 2d 22' 28" LT B K V T.L LINE / 13d 3' 5" LT B /1 A /2 A / 31d 34' 33" RT D K V T L LINE /1 A /2 A SH- 84 ROAD / DEAD END A Length of the Line (AP7/ - ( B ) AP155/) : Total length of Line [ A +B ] Checked By Approved By

57 CROSSING SCHEDULE OBJECT NO. OF CROSSING POND 7 NALA 32 CANAL 34 RIVER 21 MAJOR RIVER 1 KACCHA ROAD 15 ROAD 181 METAL ROAD 7 STATE HIGHWAY 2 NATIONAL HIGHWAY 7 RAILWAY LINE 4 LT LINE KV KV KV KV. 2 4 KV. 5 5 KV. 2

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

59 152/ 153/ Mainpuri T L (S/C) 8 Major River 1 7/1 7/2 Yamuna River

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

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

62 ", 25',,. 'f.,:....~ ~f" \...,. i, " ~, L, ~; i$»:"., 'j;l~'~', ' TOWER SPOTTING DATA FOR :l. 765KV SIC TRANSMISSION LINE FOR WIND'ZONE 4 (47m/sec) ;~ r,.- ~', -clower Type.. Sr.No. " Description:, " A 8., ' C D,; 1 MAXIMUM ANGl~ OF D~YIATION f. DOWNWARDS I",:,.. _., VERTICAL load limitation ON W~IGHT 2, SPAN (FOR BOTH GW & CON~UCTOR),. OQ-2 '. "j ' -,6, "i,oownwardi DOWNWARD 1 DOWNWARD I UPWARD UPWARD. UPwARD,. 'il ~AAX I MIN l "., MAXIMIN MAX I MIN" MAX I MIN.,, (I) ON BOTH SPANS 6 12, / 61 (Ii) ON ONE SPAN ~ 36/1 36/1 36/ ,,. )Cv. Anole~Spa Dev. Annle.Soon Dev. AnnIe-Soan ev. Anole-Soo, o o () () {} r:',.~ (;) () (', ~ f) i!.. - f).' Q Q " '. 8 ' 6-8 PERMISSIBLESUM OF ADJACENT SPANS IN & below 29' '.834 METERS FOR VARIOUS DEYIATION ANGLES 28',875 58'.868 I (SUBJECTTO AVAILABILTY OFMINIMUM, ' 57'.92, SPECIFIED LIVE METAL CLEAR..).NCES). 26' '.936, PERMISSIBLEONE SPAN FOR YARIOUS ' 'I" ',' ",, DEVIATION ANGLES SHouLD NOT EXCEED 24' '.15 6% OF THE YALUE SHOWN for SUM OF 23' '.14 ADJACENT SPANS 22' ' ' '-111 2' &beldw 49'.1181 & below 4 +18j+2Sm Extn. for tower type B,~.'>l'. PERMISSIBLESUM OF ADJACENT SPANS IN 5'.6 METERS FOR VARIOU~ DEVIATION ANGLES 4'..64 (SUBJECT TO AYAllABllTY OF MINIMUM 3-68 SPECIFIED LIVE METAL CLEARANCES). 2'.72 PERMISSIBLE ONE SPAN FOR YARIOUS lo~76, DEVIATION ANGLES SHOULD NOT EXCEED O' - 8 6% OF THE VALUE SHOWN FOR SUM OF... ADJACENt' SPANS, 'I 5 +18/+25m Exfn. for tower type-o. PERMISSIBLE SUM Of ADJACENT SPANS in SO'- 72. METERS FOR VARIOUS DEViAtiON ANGLES 49'.762,.... (SUBJECT TO AVAllABllTY OF MINIMUM 48'.84, SPECIFIED LIVE METAL CLEARANCES). 47' PERMISSIBLE ONE SPAN FOR VARIOUS DEVIATION ANGLES SHOULD NOT EXCEED 45'.93 6% OF THE VALUE SHOWN FOR SUM OF.. & below ADJACWT SPANS' I~ :l, Page 2 of4 ':).., i I

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

64 , {} 1!"';; '.;c t'":\ ~ Ii' i-, f~" ~llv.' (', ~.: C V ;, e'"c'; r' " j l f...-~ VI "" VII \..t f~~ ~> rh VlIl ~). C IX X I, XI,, XII f""', I,,, XIII (~ P I :; ) () TELECOMMUNICATION LINE CROSSING: The angle of crossing shall be 9S near' fo 9 deg as possible. However. deviation be permitted underexeptiondhy difficull situations. fof'c::rossing angle below 6 deg; mol1er shall be referred to the authorities. Minimum clearance between 765KV conductors dnd telecommunication lines shall be 7.5m with maximuni conductor sag. ~." The number of consecutive spans between the sedion poinfs sholl notexeed 15. or 5 Km in plain tertoin and 1 spans or 3 Kms in.hilly terrair;'l.a section point shall comprise of tension point with C type or type towers as applicable. <; I Minimum ground clearance required: 15m Broken wire Conditions:.ii' "..."...." to the extent of 6 deg may For all National Highway C(bSsi~gs,tension tower is to be used and fhe Crossing span is tioi 1 exeed 25m. The design minimum clearance between conductor and road surface shall be 18.8m with maximum conductor S~g" Ii II..'.. Wayleave clearance: 32m"either side from the Cl of tower. " :, I~ Maximum span of adjdcealt sjans for various angle of deviation are subject to the condition thet Minimum Spedfied Live Metal cieor6nce & Minimum Ground Clearance are available.. ~ Ii.. Tower type C shail be used for: transposion with deg deviation with modification of Cross-arms. ~~,r ~. " Extra ground clearohce for oihndividual span 1be provided when equivalent :span is less than the normal span {4m} and shall be colculcifed as pet formula as follows: " '- 'j"'. ',, Wherein,!1 t ~' [(2.181 /8)X 1 )x(1 IT," TIT,) T1 = Tension as per stringing chart of ssoc T 2 =otension'os per sag "templote of asoc if " Vertical load of individual spans are acting downwards for suspension fowers.. Suspension Tower (A & B) I' Anyone phase loll sub-conductorsj or eorthwire broken Anyone phose (Oilsub-conductors) or earthwire Medium Angle Tower {C}, broken. AU phases (oil sub-eonduclors) ond earthwires broken on the one span and an phases {all Large Angle I Dead End Towel (bide), subconductorsj and eorthwires intact in Ihe adjacent span. XIY Design 'Load Tensions: 1 t.. I {;~ :;:. ForGround Wire: 379:Kgs (at 3:tC & 75% Wind) for Tower types A B ,:Kgs(at 32 C & Full Wind) for Tower type, C &!~.~ DeviationAnglf?"f. "I(,~ '1SJ 3 Tension K,. at 32 FW.." , 4t t.. ' For Conductor: 7895Kgs (1 32"C & 75% Wind) for Tower type, A & 8.,. 9677:Kgs (at 32 C & FullWind) for Tower type, C & ~~. ~ Deviation Angle Tansion Kas ot 32 tw 'jj ~;.: 9677 I ".,, page 4f 4

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

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

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

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

69 o ("~r'-t C' ~.,,. -,...,.--".--' _, ~, l.,.._ ' ~ The Summrised Details Including Coordinates of Angle points of Proposed 765 kv Transmission Line From Sara to Mainpuri '. Apex Latitude Longitude Eastina Northina Section Cum sec. Deflaction Side Remarks i No. 1 N2S.'2'41.2' E8'"39'231" Lenoth len. Anole of Oet. 2 N2S"12'469" E81"39'18." " 12' 45" R Nh 76 l' KV :1No.j, 3 N25'14'.5" E81"39'5,3" ,641 15" 36' 43" L 33KV (1NO) I 4 N25'14'6,9" ES1 "39'2.'" ' 19' 56" R 132 KVTil i, 5 N2S"'4'43.r i E81 3B'44.S' ,':'42 2' ' 55" L f\;1~, 6 N25'16'3.2" E81'38'36" i ,219 3~ 6' 15" L ROAD (3NOS,).CANEL (1NO; NAlApNo', 7 N2s"'8'15.7" E81.34'32.9~ ' 41' 37'" R ROAD (3Nosl.', KV, CANEL.(2Nos.) N25-18'45.7" E81-33'S54" 55698, I ' 19' 45~ R YAMUNA RIVER 9 N25-'!9'43." E81-33'82" i ' 59' 6" L ROAD(2Nos.) i 1 N25'2'1.7" E81~32'37.2" 5S ,376 25" 47' 55" L ROAD (2Nos.). 1 4 Il;V (2Nos.l.33 KV 11 N25'2'16." E81'3'43,8" '52'18" R ROAD (5No'S) 11 KV (4Nos.). I 12 N25'2'314" E81'29'63" , " 34' 45" R ROAD (3Nos.), 11 KV (2Nos.), CANEL 13 N2S"21'14.3" E81'2T56." , " 32' 42" R ROAD {3Nos j, CANEL 11 Il;V 14 N25'22'27 2" E81'2T32.7" 54518G ' 18' 25" L K1LNA! NADI (i Tt...,es,j, \1 KV SIH 15 N2S"23'11 f E81'26'9,6" 5~ "51'5- R ROAD {2Nos j. NALA I 16 N25'25'163" E8.1"2S'26.r "11'59" L ROAD (3Nos..:KILNAHAI RIVER. CANEL. l T LINE (2Nos) 17 N25'25'4 " E81"24'S2.1" ' 2' 56" L ROAD (2Nos.), 11KV (2Nos.) 18 N25'26'3A" E81'22'41.2" ,79 55' 15' 15" R 11 KV (2Nos.), ROAD {<lnos.} 19 N25'28'37." E81'22'12,9" ~ " 55'18" L 11 KV(2Nos.), ROAD (o1nos.) 2 N25'3'15,1" E81'21'1.5" , ' 24' 39" R t 1 KV. ROAD (<lnos.), 33 KV 21 N25'3'22.6" E81"2'59,9" 53517, ' ' 8" L 132 KVTIt., 11 KV 22 N2S"31'47,3" ED1'19'19,9" ' 32' 35" L 11 KV. ROAD 23 N25'32'35.5" E81'17'22.7" 52997, ' 23' " R '1 KV (2No'SI. ROAD 24 N25'33'33.3" E81'15'18.3" ' 32' 55" R ROAD 25 N25'33'3S,6" E81'16'D,?" ' 41' 5" R 132KVTIl. 25 N2S"34'24.S" E81'16'3,8" , ' 52" L ROAD (2Nos.), 33 KV. 27 N25'35'45,2" E81.'4'12." , ' 19' 5" R ROAD 28 N25'36'53.5" E81'12'55,3" , ,988 14' 55' 51" L ROAD 12Nos.), 11 KV 29 N25'36'59,9" E81'12'44," ,259 26' 29' 45" R NIL 3 N25'37'41.4" E81'12'13.5" 52456, " 5' 45" I L LOWER GANGA CANEL, ROAD (2No$.).

70 ~-.' ;:._' _'. -,,-'--.---'-- Aoex Latitude Lonaitude Eastin~ Northinn Section Cum sec. Deflaction Side Remarks No, Lenoth Len. Anole of Def. 31 N25'38'46.T" E8,'1',O.2" 517' ' 58" R ROAD (3N::I5) 32 N25'4'6.4" E8"8'17.3" ' 51' 9" l 11 KV (2No5,j, ROAD. 33 N2S'4"21.6" E8,'6'23.3" ' 23' 33" l ROAD (3Ncs.), 11 KV, POND, NALA 34 N25'42'129" E8l'4'35.'" ' ' 3' '2" l 11 K:V. CANEL, ROAD (5Nos,), 33KV. 35 N25'43'4,2" E8l'2'28.5" ' ' '' 56" R 33 KV, LG CANEL. ROAD 2 (Nos", LT LINE. 36 N25'43'53.5" E81'OO'55.3" 5, ' OS' 52' 54" R ROAD 37 N25'44'2,3" E8,'OO"4,8" ' 92898'85 OS' 36' 22" l ROAD 38 N25'44'4.4' E8'59'37.'" OS" 45' 44" l POND. ROAD. CANEL 39 N2S"45'21.2" E8'57'59.6" ' ' 48' 3' R CANEL, ROAD (2Nos,). 11 KV 4 N25'45'53.6' E8.S6'44.8" " 22' 57" R ROAD. CANEL. 41 N25"46'4.5" E8'55'2,8" ,99' ' 12'18' 17" l ROAD (3Nos..). CANEL (2Nos.l 42 N25'46'53.9" E8'54'4,O" 4985.'71 285'56.23 '748,69 ' ' ' 13" l ROAD (2Nos N25'46'52.4" E8'53'56,2" ' 285' ' '' 4" R ROAD, 4 KV Til 44 N25'46'58,5" E8'53'2.6" '53, " 46' 44" R 1111, NALA POND 45 N25'48'." E8'5"'3.3" '2~ l ROAD 45 N25'49'Ol.6" E8'48'5.9" ' 2' 56" R ROAD (SN5), 11 KV (2NOS.) 47 N25'5O'33." E8'46'26" ' ' 28' 37" l 11 J<V (3Nos.), ROAD (3NC5.). POND 48 N25'51'19,9" E8"4S'14.1" ' ' 45' 37' R 33 KV, ROAD 49 N25'Sl'24.6" ESO" 45'8.6" ,3'4 12' ' 22' 24" l 132KVTIl.. 5 N25'52'51.9" E8'43'12" ' 42' 22" l ROAD (2Nos.), 11 KY. 51 N25'53'4.'" E8 c 42'35.9" 47945, ' 45' 6" l ROAD (3Nos.), LT LINE (2No!>.), 11 KV (2Nos.) 52 N25'53'16.5" E8'41'396" , ' ' 42~ R ROAD, 11 KV. POND. 53 N2S"S4'44.3" ERO'39'14.5" ' ' ' 5' 11" R ROA:J (5Nos.), 11 KV 13NOS..).LT LINE 54 N25"56'1'." E8"3i'33.8" ' 4' 22" R 11KV {3NOS). CANEL, ROAD 55 N25'57'29.3" E8'36'41," ' '6' 8' 46" l ROAD (3NOS.), LT LINE (2Nos.). 56 N25'59'15,2' E8'34'32,9" " 52' 5'" l ROAD (4No5.1, 11 KV (2Ncs.) 57 N26'OO'58.3" E8'32'4,?" 4534j ' ' 3' 6" l ROAD {3NOS.),ll KV, NALA 58 N16'O",9.4" E8'31'13.5" 452'2, ' OS' 45" R ROAD (2Nos.), LT LINE, 11 KV (2NO!>.). 59 N26'2'11.3" E8'3'22.6" ,66' 7'17' 5" R 11 KV (2No!>.), ROAD (5NOS.), LT LINE 6 N26'4'6,6" E8"28'56.3" ' ' 43' 26" l 11 KV (3Nos.), ROAD (llnes). LT LINE (2Nos.), NALA 61 N26'5'39.3" E8'2T9.9" ' '" 1" R ROAD (BNos.). 11 KV (4NO$). NALA ":

71 ~--~') o,.. r'" t", --',,,'-r"",:,-. --:,,'~,: c -'," :-J~--,-.:r-"..'-',:','.,-'-: '-'i..'- _-'-<,:- ~~;--',--~,'_.~~;:~~:~j--'.--';... Aoex Latitude Lonaitude Eastina Northing Section Cum sec. Def1action Side Remarks. '--' -'-"~i;'-~.)--<-!:~ No. Length Len: Angle of Oaf,.. ~.'" 62 N26"5'47,6" E8.27'1.4" , , ,54 54 e.58' 34~ L 132 KV TIL ~, N26'1'6.", G653,S63 b1' S8' 49': E8'25'2.7" , R ; ROAD (3Nos.), NALA, 1t KV(3NOS.).IT L1Nfo:. -.!C.., 'C" -.' N26"1'47,".. E8'24'27,1,"" '44771, "K'-. ~...,., ,696 ' " 4' 35" 'NALA..ROAD, 1'1Kv. 65 N26"8'49.2". - E8"23'38,8" 43g439, , ,676, 17818,11.6" 58' 13" L, ~ - L"F LINE (3Nos'.). ROAD (2NOS.l, NALA ~. -.::.t. '"',.' 'j, 66 N26"1'23,4" E8"22'4,8" , ,343 11,':11' 14" L CANEL. NALA (3Nos.). ROAD {5Nos.), 11KV. -;;'; '@.-'-~'" ', -...._,~_x_~~... _- ~~-:, ",,",:,, ,,' ","""'''",'._.- i 1~'33"58';,...,.;;:.,,;.,'" 67 N26'11'39:5" E8"2'12," , H3S R RIND RIVER (2Times.).NAt.A (2Nos.},ROAO (2NOS.k1 i KV. :1'"" 68 N26"13'8.2" E8"18'7.8" , , ,566 8" 2' 9" R ROAD (2Nos.), RIND RIVER. ', ' 69 N26'14'411,7" E8'16'21.6" , ; 43",R '" -' N26"16'6,481", E8'14'54,4124", , ~54'15". " L' ';'," ",- ROAD. RIND RIVER. 71 N26'16'57:11782" E8"14'44,37247" , ,6, 3"31'52,2" R ,745..~ 11 KV :'ROAO 12NOS.),CT line,' ',;c:,:;;~.,,..,, ".." " ".----, --.-::-~~ 72 ' N26'l1'9,59939" E8'14'39,2162:l" ;11:2<.87".'-.-'- ~ '"-,,,m-*-";~'n';;;"c~... :r' NH.86:~'-'~~'----; 'w>?~;';',,.:. "."J1 73 t:>f2s"1?,16,.3~~.1 =. : E8~14'29,4434" ~242S5, , :643. ':.,. c - "';: "1'''LT LINE, 1-VR c:. -. E8'14'9,8 i544" ,51 662,377 ' "2'19,85" - --, 74 N26'17' ",5 132KVTL, N26'l1'33,559S" E8' I4', I 83",' ,21 38'26'45,51" 'C ","-, '\." -~ 76 N26'17'32,1846" E8'13' " , ,15 24, 19456,2 27"37'54.69" L. -.b~~l~" ~,'.':'~ 77 N26"17' " E8"12'47,54129" se ,39 ' 19599,59 3'53'3,3" R BANDA e.g. RAILWAY LINE, NALA, 78 N26~18' " E8~1Q' " , '3'43,9" R ltline,2vr ~i 79 N26'18' " E8"8'48,98198" , "3'8,84" L 4 VR, 2 l T LINE, CANAL 8 N26'18' " E8"7'7,92759" , "32'4.21" R :lvr, RIND RIVER, CA,'JAl 8f N26'18'56,15764" E8'6'53,53678" , ,774 4, "38'51.26" L 4 VR, NALA; 1'-tT LINE. 82 N26'19' " E8."6',38725" , ClOl1 36~8'14.32" R 5 KV Tl 83 N26'2' " E8'3'58,63432:' , , "37'26.49" R 1-VR. 1.CANAl 84,N26"21 '7,4876", E8"3'53,2511" 46684, , ,13 R NON.RIVt:R, 3-l T LINE, 4-VR,, 85 N26"21' " E8'3'49,63587" 46585, , ,963 1"56'31.51' 5 86 N26"22' " E8'3' " , ~57'3.76n.- R 2-l T LINE, Jhansl - kanp1.lf BG. railway line:,. '. 87 N26'22'34,53341" E8"2'57,82487" 45188, , ,55 11'36'18,29" L :4.vR, 5-l T (cine ',, 88 N26'23'28,7345" E8"2'17,98194" ,55 11'54'39,13" R I VR 89 N26"23'37.84". E8"2'13,99646" , "12'25.12" R 2.l T LINE, 132 KV Tl 9 N26"24' " N26'24'1,56966" 4294, , , ,871 43'46',94" L 1.LT LINE, NH.2 ",;,,,, 91 N26"24'22,9363" E8'Ol '1,6289" ,871 47'27.69" R 4-l T LINE, 2-CANAL 92 N26"24' " E79'59' " '21'16,35" L.132 KV n,, ", ;~.,,~,,~ 4!

72 :r:.',.,..~ ~~_ ~ _',_ 1';) e;~~(~ r\ r\!.l..("'"j ('i..-s?' r; {:~!~ t"~~ ~l \","",J~,'I w.''?:~" f~""" ~. ;""'"' r~:-,,~..,,~,.,. - _..._..' -..._.,.-'_...._ t.w.. _,. -"".-.""'.-. -"i;'- -.;.,'-... '. ~~'-',;.,,<--...,-":.- Anex Latitude Lonnitude Eastinn Northina Section Cum sec. Deflaction Sido Remarks No, Lenath Len, Anoia of Def, 93 N26'25' ": E79.'57',86612" , N26'26' " E79'56" " N26'26' " E79'56' " N26'27'8.7338" E19'56' " N26'27'21.583~" E79'56'15,42421" , , 98 N26'28'1.7153', E79'56'1.1791" N26'28' " "E79'56'l1.5967" ' a N26'28' " E79'56' " N26'29' " E79'56' " '393979, N26'29' " E79'55' " "r63..n26'3'o:i.15442" E19'55'1~24153"" : '163..,,-.. ~.. _",. 14 N26'3' " E79'55' '~ :3e5' 15 N26'3' " E79'55'8.776" N26'3'39.74" E79'55' " N26'31' " E79'54' " N26'32' " E79'49' " N26'34' E79~47' " N26'36'1.1534" E79'46' " 37768, N26 35' " E79745'38,67878" N26'36'25,41326" E79'45' " N26'38'15.318" E79'43'21,3855" : N26 4' " E79 41' " ' N26'4' " E79'57'.86612" N26'42' " E79'56' " N26'42' " E79'56" " N2'44'.53241" E79'5'13,21353" N2'44' " E79'56' '" N26'44' " E79'56'1.1791" N2'44' " E79'5' ". 3634, N26'47'.9874" E79'56'9,28884" N26'48'35,26957" E79'56' " , , , ,> , '41'46.56" L ' 45'49'3.52" R "44'35.21" R '54'6.23" L '13'33'367" R' '25'12.56" L 23368,665 9'42'57.38" IRS' '2'51.54" L '42'53.3'" R '46'11.9" L ' '21'23'37.92" "L-- 2:i122e.1IW 42'7'.35"'~- R' "55'5.35" R 23828,164 18'6'47.24" L '48'6.23" L 24783e.39 28'26'45.34" L '54'36.61" R 25624o.e57 2'29'2.56" L '51'16.96" L '35'52.38" L R ' '27'45.2" S 26944,657 18'16'42.53" R ,'4'33.31" L "28'14.93" L 2813,914 31'23'53.24' R '7'57,65" R '46'25.96" R ,915 26'56'35.7", L '47'56.85" L 29599,591 21'22'51.11" L '. c'... 2-ROAOS 5-VR. ;.LT LINE 4--VR, CANAL 5 KV line 1.LT LINE, 4 KV DC Tl,,,,,V 3-LT, ',4 KVR CANAL'.'H '-i- 1.lT,1-4KVTL, ~"I' 1.vR',!; --(~ ELECTRIFIED BG RAilWAY UNE. 132 KV Tl ~-=~...,:;.-;~- -~. 1.VR.~~-.=::;;;;i~---".. _',:~-..,-", -.-;' -,-YR, KV TL, VR 4.ROAO, '.LT 4 KVTL UNE, NALA 6-VR. 6-LT LINE, '-CANAl 4.VR', NALA 3-LT LINE. 4.lTUNE,1.NALA, 1.ROAD 2.RQAD, 5 KVTl RIND RIVER 5.ROAD. '.l T LINE J:.ROAD, 1-NALA, 3-RDAD,1.CANAt l-road.2-canal 3-RDAD, 2.l T LINE, J:-ROAD, 2-CANAL,,-GAS LINE... -.;;';,-. ~' ' i-;.l-._--,",,",,"~ ~" '". ~ '-'_!! I

73 - ~ - '- - C' ~>-e~::~,._<~._8_r~._-~_. _':-:... ' -':-_' -, '-,,:,:)---!.:-~.. \..._', ;--,, ''''-. <}- ;--',.. '. Apex Latitude Lon~itude Eastina NorthinQ Section Cum sec. Deflaction Side Remarks No, LenQlh Len. Annie of Def. 124 N26'48' " E7ge31' ~ 354' S91 12"33'52.56" R 3.ROAD. '.NALA 125 N2G-49' " E79.31' " '.87" L NH-9TA 126 N26'5'334926'" E7g.29' T' 35C , "43'21.35" L 127 N2S'S1' " E79'2T ' , '41.15" L 129 N26'53'2.57" E79"25' " '4." R II-ROA.D.2.CANAt 129 N2S"S4' " E79'23' " Ih '48'44.27" R 2.RO!..Dl.NALA 13 N2o D S4'54,42344" E79"23' " 34595, , ''." R 5-ROAO, l-l TUNE 131 N2S S5'4.72S9" E79'23' " , '35'3664" L 5 KVTL I G I 132 N2S S6' " E79 2j'8,3337j" B ,794 :2O 49'52.63" G G L 1.CANAl '33 N26~58'38.493" E79 19' " , , '32,27" R 5.ROAD,2.CANAl. 134 ;426 G 59'32,56784" E79.'8' " , , '47.49" R 3-ROAO, 1~NALA 135 N26'59' " E79.'8' " ,157 4, S7'26.89" G L '.ROAD, 1.NALA 136 N26'59'28,OO821" E79 18'11.4S6:li" G S,222 4, '26'3633" L 137 N25'59' " E79., i'57,81 31" & 2Q ap 4, j8'7,8" R 5 KV TL. 2~8-~9~1f5'l-~' 1<",....),"' ""J 138 N27"OO' " E79.'6' ' , ,697 19'-~r2'4,3" R,,".)) : 139 N27'2'OaS1S7" E79 16' S" G G '32.8" R 2-ROAD, 1~NALA 14 N27"2' " E79'14' " ' t , '58.8" L 2.ROAD, ~.CANAl, RIND RIVER 141 N27'3' " E79'11' " ~26'27.66" L 2-ROAD, RIND RIVER 142 N27'4'12,6539" E79'8'58,79S7S" , ,163 48, R 1-ROAD, l-nala,,. LT LINE 143 N2rOS'17,6477T' E79'6' " 31285, ,473 36'49'6.67" S 4.ROAO,2-CANAL, 1.l T LINE 144 N27'5' " E79.6'2.S1121" '43.15" L 3-ROQD, 1-CANAl '45 N27'6'38,51878" E7g.3'35.89" , '13,89" R 22 KV Tl 146 N27'8' " E79.1'52,824" "14'43.74" R 3-ROAD. 1.l T LINE. RIND RIVER 147 N27'8'2.723" E79"1'3i.56772~ '26'419" L 1-ROAO,2-LT LINE. RIND RIVER 148 N27'9'38,1982' E78:59'6.2857A~ '5',,26" R 1- LT UNE, 1.22 KV TL 149 mr1'44.627" E78"56' " , '48'927" L J-ROAO.2-l TUNE, RIND RIVER 15 N27"11' " E78'56'38,8662" , '51'2.28" R 1.ROAD, 2.lT LINE, 151 N27'11' " E78'56'36,26186" , '36.98" G L 1-ROAD 152 N27.11 ' " E7S"SG' " , '22'2813" R 8G RAilWAY LINE 153 N27'12'1'.59,54" E78'S6'26,32898" '3'483" L 1.CANAL, 1-ROAD 154 N27'12'39,24398" E78'56'11,43569" '34'33.18" L 132 'ti Tl, 155 N27'13'OO.4371" E78"56'K74254" , , Gantry 1-22 KVTL, 1-ROAD

74 Survey Report Mainpuri-Unnao Line

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

98 Uttar Pradesh Power Transmission Company Ltd. Tower Schedule (765kv S/C Mainpuri S/S to Unnao S/S.) AVERAGE SPAN- 372m. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 1 / DE PS DEAD END (PROPOSED MAINPURI S/S) 34 SH-84 X-ing(Agra to Mainpuri) bet. Km 37 & 38 2 /1 D PS 22 22KV D/C MAINPURI SHIKOHABAD LINE 3 1/ D ' 17"L PS /1 A PS 398 Tar Road X-ing (NAGLAPUNA to NAGLAKHARRA) 5 2/ C ' 54"L PS 395 Tar Road X-ing (BADANPURA to NAGLAHARRA) 6 3/ D+ 42 6' 8"L PS /1 A WET 32 cart track 8 3/2 A WET / D ' "R WET / D+ 56 2' 5"R WET KV D/C MAINPURI SHIKOHABAD LINE 11 6/ D+ 54 5' 37"L WET / D ' 9"L WET /1 A WET /2 A WET /3 A WET 4 Tar Road X-ing(SATHANI- MAINPURI) 16 7/4 A WET /5 A WET /6 A WET /7 B WET / C ' 6"R WET / D ' 25"R WET 211 Railway X-ing(SHIKOHABAD to MAINPURI) bet. Km 1255 & / D ' 44"L WET /1 A WET / D ' 6"R WET 25 Under construction Railway X-ing(GWAILOR to MAINPURI) 25 11/1 D WET 35 Tar Road X-ing(HARCHANDPUR to SH-83) 26 11/2 A WET SKP PROJECTS, VADODARA Page 1 of 19

99 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 355 SH-83 X-ing(ETAWAH to Mainpuri) bet. Km 49 & / B ' 38"R WET 365 canal crossing 28 12/1 A WET /2 A WET 365 Tar Road X-ing 3 12/3 A WET 365 Tar Road X-ing(JIJHAI to MAINPURI) 31 12/4 A WET 365 Tar Road X-ing 32 12/5 A WET / D+3 4 ' 6"L WET KV D/C MAINPURI-ETAWAH LINE 34 14/ D ' 39"R WET /1 A WET 37 Tar Road X-ing(UDETPUR to BICHHIYA) 36 14/2 A WET 37 canal crossing 37 14/3 A WET kv line 38 14/4 A WET 37 11kv line 39 14/5 A PS kv line 4 15/ D ' 23"L FS KV D/C MAINPURI ETAWAH LINE 41 16/ D ' 42"R WET /1 A PS 335 Tar Road X-ing(KISHANI to MAINPURI) 43 16/2 A PS 4 FOUR 33KV LINES 44 16/3 A PS 4 11kv line 45 16/4 A PS 4 Tar Road X-ing(JAGIR to MAINPURI) 46 16/5 A PS kv line 47 16/6 A PS 39 Tar Road X-ing 48 17/ C ' 8"R WET KV LINE 49 17/1 A WET 385 Tar Road X-ing 5 17/2 A WET 39 canal crossing 51 17/3 A WET /4 A PS /5 A PS 365 Tar Road X-ing(JAGIR to BAVAT) 54 17/6 A PS 346 SKP PROJECTS, VADODARA Page 2 of 19

100 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 55 17/7 A PS 4 Tar Road X-ing(JAGIR to SAGAMAL) 56 17/8 A PS 4 CART TRACK 57 17/9 A FS /1 A FS 4 Tar Road X-ing & NALA CROSSING 59 17/11 A FS 4 canal crossing 6 18/ B+ 1 8' 7"L FS /1 A WET /2 A WET /3 A WET /4 A WET /5 A WET /6 C+ SECTION TOWER PS /7 A WET 375 Tar Road X-ing( KHAJURI to TARAPUR) 68 18/8 A WET /9 A WET /1 A WET /11 A WET 375 Tar Road X-ing( NAGLA-PARORA to HUSNPUR) 72 18/12 A WET kv line 73 18/13 A PS / D ' 2"L FS 223 5kv HVDC RIHAND TO DADRI LINE X-ing Bet. T.NO.1227 & / D ' 37"R WET 39 Tar Road X-ing( PUDARI to MAINPURI) 76 2/1 A WET /2 A WET /3 A WET /4 A WET 39 Tar Road X-ing(BAKHATPUR to MAINPURI) 8 2/5 A WET 392 POND 81 21/ D ' 27"L WET 418 Tar Road X-ing(KUSMARA to MAINPURI) 82 22/ C ' 44"R WET /1 A WET SKP PROJECTS, VADODARA Page 3 of 19

101 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details /2 C PS 38 Tar Road X-ing 85 23/ D ' 5"L PS 242 4kv D/C ALIDABAD TO MAINPURI LINE X-ing Bet. T.NO.949 & / D ' 35"R PS / C+ 16 8' 36"R WET 38 11kv line 88 25/1 A WET /2 A WET 38 Tar Road X-ing(HARCHANDPUR to NAGLAKOTHI) 9 26/ B ' 27"L WET 4 canal crossing 91 26/1 A WET /2 A WET 4 cart track 93 26/3 A WBC 4 11kv line 94 26/4 A WET 4 11kv line 95 26/5 A WET /6 A WET 4 nala crossing 97 26/7 A WET /8 A WET 381 Tar Road X-ing(NAGALATARA to PARASRAMPUR) 99 27/ B+ 6 1' 1"L WET 39 cart track 1 27/1 A WET /2 A WET kv line 12 27/3 A WET 395 Tar Road X-ing 13 27/4 A WET /5 A WET 395 tree plantation 15 27/6 D WET 24 SH-92 X-ing(BEVAR(nh-91) to KUSMARA) bet. Km 16 & /7 D PS 476 ISAN RIVER CROSSING 17 28/ C ' 59"R WET 37 11kv line 18 28/1 A WET /2 A WET 37 CART TRACK 11 28/3 A WET /4 A WET 35 Tar Road X-ing(MADHUKARPUR to KUSMARA) SKP PROJECTS, VADODARA Page 4 of 19

102 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details /5 A WET /6 A WET 4 cart track & 11KV LINE / C ' 5"L WET 375 Tar Road X-ing(HARIPUR to KUSMARA) /1 A PS /2 A PS 375 NALA CROSSING /3 A PS /4 A PS 375 CART TRACK /5 A WET 395 NALA CROSSING 12 29/6 A PS 375 CART TRACK /7 A PS 375 CART TRACK /8 C+ SECTION TOWER PS 375 Tar Road X-ing(NAGTHA to HARIPUR) /9 A PS 375 CART TRACK /1 A PS 375 Tar Road X-ing /11 A PS 375 CART TRACK /12 A WET /13 A WET 39 CART TRACK /14 A WET 332 canal crossing 129 3/ B+ 1 39' 3"R WET 4 CART TRACK 13 3/1 A WET 4 11kv line 131 3/2 A WET 4 Tar Road X-ing(BHISANNAGAR to RAMNAGAR) 132 3/3 A WET /4 A WET /5 A WET 4 canal crossing 135 3/6 A WET 38 11kv line 136 3/7 A WET 347 Tar Road X-ing(BHADAI to MAHKAMPUR) / B+ 5 55' 2"R WET /1 A WET /2 A WET /3 A WET SKP PROJECTS, VADODARA Page 5 of 19

103 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details kv line / C ' 16"L WET 37 POND /1 A WET 37 Tar Road X-ing(RANGPUR to KATHOLI) /2 A WET 37 CART TRACK /3 A WET /4 A WET /5 A WET /6 A WET /7 A WET /8 A WET 37 Tar Road X-ing( KUSHALPUR to BHAWANIGARH) 15 32/9 A WET /1 A WET 343 Tar Road X-ing / B ' 35"L WET 39 Tar Road X-ing( USMANPUR to BHOJPUR) /1 A WET /2 A WET /3 A PS 394 CART TRACK / B+ 1 49' 49"R WET /1 A WET /2 A WET /3 A FS /4 A WET 4 11kv line /5 A WET 37 11kv line /6 A WET /7 A PS kv line / C ' 48"R WET 385 Tar Road X-ing( SAURIKH to BHOJPUR) /1 A WET /2 A WET 33 33KV LINE /3 A WET /4 A WET 38 CART TRACK SKP PROJECTS, VADODARA Page 6 of 19

104 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details /5 A WET /6 A WET /7 A WET 4 NALA CROSSING /8 C+ SECTION TOWER WET 4 NALA CROSSING /9 A WET /1 A WET /11 A WET /12 A WET /13 A WET /14 A WET 365 Tar Road X-ing( MACHPURWA to KHANPUR) /15 A WET kv line 18 36/ B+ 14 4' 32"L WET 36 11kv line /1 A WET 36 11kv line /2 A WET / B+ 9 1' 34"R WET /1 A WET 4 CART TRACK /2 A WET /3 A WET 39 ISAN RIVER CROSSING /4 A WET / B+ 1 33' 1"L WET 36 CART TRACK /1 A WET /2 A WET /3 A WET 36 Tar Road X-ing( SARAYYA to TALIGRAM) /4 A WET 36 Tar Road X-ing( KHIRYA to TALIGRAM) /5 A WET /6 A WET 38 CART TRACK /7 A WET 36 NALA CROSSING /8 A WET / C ' 38"R WET SKP PROJECTS, VADODARA Page 7 of 19

105 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 395 CART TRACK /1 A WET /2 A WET 399 NALA CROSSING 2 4/ C ' 4"L WET 35 ISAN RIVER CROSSING 21 4/1 A WET /2 A WET 38 Tar Road X-ing (BARAI to RIANAPURWA) 23 4/3 A WET /4 A WET /5 A WET 354 Tar Road X-ing (BARAI to TALIGRAM) 26 41/ D ' 44"L WET /1 A WET /2 A WET /3 A WET kv line 21 41/4 A WET /5 A WET 355 POND /6 A WET 359 Tar Road X-ing (SALAYANPUR to TAHAPUR) / C+ 2 8' 47"R WET 39 Tar Road X-ing (TALIGRAM to TAHAPUR) /1 A PS /2 A PS 395 cart track /3 A WET 395 cart track /4 A WET /5 A WET /6 A WET 39 Tar Road X-ing (TALIGRAM to TAHAPUR) 22 42/7 A WET 39 11kv line /8 A WET 395 Tar Road X-ing (CHANDRAPUR to GADHORA) /9 A WET /1 A WET /11 C+ SECTION TOWER WET 375 Tar Road X-ing /12 A WET 4 Tar Road X-ing (GUSWAPUR to CHACHITAPUR) SKP PROJECTS, VADODARA Page 8 of 19

106 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details /13 A WET /14 A WET /15 A WET 39 NALA CROSSING /16 A WET /17 A WET /18 A WET 395 cart track /19 A WET / D ' 4"L WET 35 4KV S/C PANKI (KANPUR)-HAPUR LINE X-ing Bet. T.NO.213 & /1 A WET 35 22KV D/C PANKI -MAINPURI LINE X-ing Bet. T.NO.252 & / D ' 26"R PS 375 cart track /1 C PS /2 A WET /3 A WET /4 A WET 375 NALA CROSSING 24 44/5 A WET 375 cart track /6 A FS / D+ 32 4' 18"R FS /1 A FS 395 cart track /2 A PS /3 A FS 4 NALA CROSSING /4 A WET 4 cart track /5 A WET 4 cart track /6 A WET 4 Tar Road X-ing (SAHANAPUR to MAHMUDAPUR) /7 A WBC 4 ISAN RIVER CROSSING 25 45/8 C+ SECTION TOWER WBC /9 A WBC /1 A WBC 4 Tar Road X-ing (NUNARI to TARAN PURWA) /11 A WET /12 A WET SKP PROJECTS, VADODARA Page 9 of 19

107 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details /13 A WET 4 Tar Road X-ing (TIRWA to KANNOJ) /14 A WET /15 A WET /16 A WET / B ' 33"R WET /1 A WET 365 MANGO GARDEN /2 A PS 395 Tar Road X-ing ( BANGAR to SAKRAURI) /3 A WET 385 NALA CROSSING /4 A WET 375 NALA CROSSING /5 A WET /6 A PS /7 A WET /8 A WET 37 Tar Road X-ing ( BASTA to RATNAPUR SARAIYAN) /9 A WET 386 Tar Road X-ing ( BASTA to RAMNAGAR) / C+ 25 9' 3"L WET kv line 27 47/1 A WET /2 A WET 365 cart track /3 A WET /4 A WET 38 NALA CROSSING /5 A WET 365 Tar Road X-ing ( KHALKAPURWA to DHIRPURWA) /6 A WET /7 A WET 395 NALA CROSSING /8 A WET 35 Tar Road X-ing ( PAILHANA to HANSAPUR) /9 A WET KV LINE / C ' 33"R WET 39 Tar Road X-ing ( GADLLIA to BHITAURA) 28 48/1 A WET / B ' 15"L WET 4 Tar Road X-ing ( THATJA to BEHTA) /1 A WET 4 SKP PROJECTS, VADODARA Page 1 of 19

108 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details /2 A WET 4 Tar Road X-ing ( MHASAIA to BEHTA) /3 A WET /4 A WET /5 A WET / B+ 2 4' 18"R WET /1 A WET /2 A WET 395 Tar Road X-ing 29 5/3 A WET /4 A WET 4 ISAN RIVER CROSSING 292 5/5 A WET /6 A WET / C ' 44"R WET /1 A WET /2 A WET 395 CANAL CROSSING /3 A WET /4 A WET /5 A WET /6 A WET / C ' 26"L WET /1 A WET /2 A WET 385 NALA CROSSING 34 52/3 A WET 375 NALA CROSSING 35 52/4 A WET 395 Tar Road X-ing (MAKANPUR to AROL) 36 52/5 A WET /6 A WET /7 A WET /8 C+3 SECTION TOWER WET /9 A WET /1 A WET SKP PROJECTS, VADODARA Page 11 of 19

109 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details KV LINE /11 A WET /12 A WET /13 A WET KV LINE /14 A WET KV LINE /15 A SS KV LINE /16 A SS / D ' 28"L SS / D ' 29"R SS Railway X-ing (KANPUR to FARRUKABAD) bet. Km 6 & 61 & NH-91 X-ing(KANPUR to DELHI) bet. Km 365 & Tar Road X-ing ( MERWA to NH-91) 32 54/1 A SS KV LINE /2 A WET 375 LT LINE /3 A WET /4 A PS 375 Tar Road X-ing ( JHAPAJBAZPUR to NH-91) /5 A WET KV LINE /6 A SS 375 POND /7 A WET 343 MANGO GARDEN / B ' 15"L WET 395 cart track /1 A WET KV LINE /2 A WET /3 A SS / D+ 3 3' 18"L SS 38 LT LINE /1 A SS 38 cart track /2 A WET / D ' 51"L WET 21 UNDER CONSTRUCTION 5KV HVDC BALIA BIWADI LINE / D ' 12"R SS /1 D SS /2 STANDARD PILE 125 GANGA RIVER CROSSING /3 STANDARD PILE / D ' 19"R SS 375 SKP PROJECTS, VADODARA Page 12 of 19

110 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 34 59/1 A WET / C+ 2 8' 14"R WET 34 NALA CROSSING 342 6/1 A WET 34 NALA CROSSING 343 6/2 A WET 34 Tar Road X-ing ( MUNNIPURWA to SH=4) 344 6/3 A WET 34 POND 345 6/4 A WET 328 cart track / C ' 45"R WET 385 Tar Road X-ing ( MELA/ALAMSHAH to SH=4) /1 A WET 385 cart track /2 A WET /3 A WET 395 cart track 35 61/4 A WET 395 cart track /5 A WET / D+ 33 6' 3"R WET 375 cart track /1 A WET 395 cart track /2 A WET 385 cart track /3 A FS 38 11kv line / D ' 3"R FS 255 SH-4 X-ing(BILHOUR to BANGARMAU) bet. Km 6 & / C ' 55"L FS / C ' 34"L FS /1 A WET 39 Tar Road X-ing 36 65/2 A WET 385 Tar Road X-ing /3 A WET 39 POND /4 A WET 39 cart track /5 A WET /6 A WET 39 POND /7 C+ SECTION TOWER WET /8 A WET 395 Tar Road X-ing (UMRIA to MARHAPUR) /9 A WET 395 cart track /1 A WET SKP PROJECTS, VADODARA Page 13 of 19

111 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 39 Tar Road X-ing (RAJEPUR to MARHAPUR) /11 A WET 38 11KV LINE 37 65/12 A WET 375 LT LINE /13 A WET / C+ 29 3' 59"L WET 4 cart track /1 A WET /2 A WET /3 A WET 398 cart track /4 A WET 394 Tar Road X-ing (BARWAGAHAT to SH=38) / D ' 35"R WET 395 cart track /1 A WET /2 A WET 395 KALYANI RIVER CROSSING 38 67/3 A WET /4 A WET 4 CART TRACK /5 A WET 4 CART TRACK /6 A WET /7 A WET KV LINE / C ' 1"L WET KV LINE /1 A WET 355 CART TRACK /2 A PS 355 CART TRACK /3 A PS /4 A WET 35 Tar Road X-ing (MUNNIKHERA to FATEHPUR) 39 68/5 A WET 395 POND /6 A WET KV LINE /7 A WET / C ' 41"R PS 3 Tar Road X-ing /1 A WET 3 KALYANI RIVER CROSSING /2 A SS 232 Tar Road X-ing 396 7/ D ' 26"L SS 38 11KV LINE SKP PROJECTS, VADODARA Page 14 of 19

112 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 397 7/1 A SS 38 cart track 398 7/2 A WET 38 KALYANI RIVER CROSSING 399 7/3 A WET /4 A PS /5 A WET 38 MANGO GARDEN 42 7/6 A WET /7 C+ SECTION TOWER PS /8 A WET /9 A WET /1 A WET /11 A WET /12 A WET /13 A FS 379 CART TRACK 41 71/ D+ 47 7' 42"R SS /1 A FS 37 Tar Road X-ing ( ANDHALIYA to SH=38) / D ' 4"L FS / C ' 57"L FS 34 CART TRACK /1 A FS /2 A PS 331 NALA CROSSING / D ' 4"R PS 375 POND & CANAL CROSSING /1 A PS /2 A WET /3 A WET 375 Tar Road X-ing ( RAMNAGAR to SAFIPUR) 42 74/4 A FS KV LINE /5 A FS /6 A FS /7 A WET 375 MANGO PLANTATION /8 A FS 355 MANGO PLANTATION & NALA CROSSING /9 A FS SKP PROJECTS, VADODARA Page 15 of 19

113 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 385 MANGO PLANTATION & NALA CROSSING /1 A SS 382 MANGO PLANTATION & 11KV LINE / C+ 28 2' 1"L SS 39 Tar Road X-ing (SAFIPUR to SAKHAN/MUSALMAN) & POND /1 A SS 39 Tar Road X-ing & MANGO PLANTATION /2 A WET 395 CANAL CROSSING 43 75/3 A FS 39 11KV LINE /4 A PS 395 Tar Road X-ing & MANGO PLANTATION /5 A WET /6 A PS 39 Tar Road X-ing /7 A WET /8 A WET 39 MANGO TREE PLANTATION /9 A WET 395 MANGO TREE PLANTATION /1 A WET 38 Tar Road X-ing ( ALLAUDDIN to SHEPUR/KHURD) / D ' 17"L WET 4 MANGO TREE PLANTATION /1 A WET 4 MANGO TREE PLANTATION 44 76/2 A WET 4 MANGO TREE PLANTATION & 11KV LINE /3 A WET 4 MANGO TREE PLANTATION & 11KV LINE /4 A WET 4 MANGO GARDEN & Tar Road X-ing (UNWA to JAMALUDINPUR) /5 A WET 4 MANGO TREE PLANTATION /6 A WET 4 MANGO GARDEN & Tar Road X-ing (UNNAO to SAFIPUR) /7 A WET 395 MANGO GARDEN & NALA CROSSING / D ' 28"R WET /1 A WET 38 Tar Road X-ing & NALA CROSSING /2 A WET /3 A PS 36 Tar Road X-ing 45 77/4 A PS /5 A PS 316 Tar Road X-ing / C ' 48"R PS 34 Tar Road X-ing ( RUSLABAD to CHAKAILVANSHI) / D ' 44"R PS 245 UNDER CONSTRUCTION 5KV HVDC BALIA BIWADI LINE SKP PROJECTS, VADODARA Page 16 of 19

114 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 454 8/ D ' 34"L WET /1 A WET /2 A WET /3 A WET /4 A WET /5 A WET / C ' 28"L WET 41 Tar Road X-ing & TINAI RIVER CROSSING /1 A WET 38 NALA CROSSING /2 A WET / D ' 5"R WET /1 A WET /2 A WET /3 A WET /4 A WET /5 A WET /6 A WET 4 Tar Road X-ing (RAOW to MAKHI) 47 82/7 A WET /8 A WET /9 A WET / D ' 37"L WET 336 CANAL CROSSING / D ' 51"L WET 22 Railway X-ing (UNNAO to HARDOI) bet. Km 1 & / D ' 54"R WET 35 CART TRACK /1 A WET / D ' 18"R WET 385 Tar Road X-ing (PURA to PAWAI) /1 A PS /2 A PS /3 A WET /4 A WET /5 A WET SKP PROJECTS, VADODARA Page 17 of 19

115 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details 395 CANAL CROSSING /6 A SS /7 A SS 395 CART TRACK /8 A SS /9 A SS 385 CART TRACK /1 A SS / D ' 8"L SS /1 A SS /2 A SS /3 A WET /4 A WET 395 Tar Road X-ing (TIKARGARH to MAWAIYA) /5 A WET 399 LT LINE / B+ 11 3' 48"L WET 36 WBM Road X-ing ( TIKARGARH to MHHPATIKHERA) /1 A WET 368 Tar Road X-ing (UNNAO to BIRCHI) / B ' 37"R SS /1 A SS /2 C PS 324 WBM Road X-ing 499 9/ D ' 46"L SS 225 4KV D/C UNNAO BARELY LINE X-ing Bet. T.NO.9 & 1 5 9/1 D PS /2 C PS /3 D PS 268 4KV S/C UNNAO-LUCKNOW LINE X-ing Bet. T.NO.8 & / D ' 59"R WET 245 Railway X-ing (KANPUR to LUCKNOW) bet. Km 46 & / D ' 47"L WET / D ' 37"R WET KV D/C KANPUR TO LUCKNOW LINE X-ing Bet. T.NO.14 & / D ' 17"L PS / D ' 46"R PS 22 NH-25 X-ing (KANPUR to LUCKNOW) bet. Km 5 & / D+ 5 25' 2"R WET 28 Tar Road X-ing & 11KV LINE 59 96/1 C WET /2 D WET 282 4KV S/C BARA-UNNAO LINE X-ing Bet. T.NO.98 & 981 SKP PROJECTS, VADODARA Page 18 of 19

116 Uttar Pradesh Power Transmission Company Ltd. Sr No Prov. No. Tower Type Deviation Angle (Deg) Section length Cum. Chainage Ground Elevation Wind Wt. (Cold) Wt. (Hot) Adjacent Foundation Left Right Total Left Right Total Left Right Total Remark(Ground Feature on 32 m both side from center line with crossing details / D ' 8"R WET / C+ 24 2' 1"R WET / DE WET DEAD END (EXISTING UNNAO S/S) SKP PROJECTS, VADODARA Page 19 of 19

117 Annexure Technical Details Package 2

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

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

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