Tower Weights New

PART IV (a) :WEIGHT OF 66kV M/C TOWERS & BODY EXTENSIONS IN KG (Of M/s. C.P.R.I. Design) 66kV M/C TYPE ‘MA’ Super Bolt & Structure Nuts

Sl. No 1

Normal Tower +3M Extn .only +6M Extn only Stub

2 3 4

66kV M/C TYPE ‘MB’ Super Bolt & Structur Nuts

66kV M/C TYPE ‘MC’ Super Bolt & Structur Nuts

66kV M/C TYPE ‘MD’ Super Bolt & Structur Nuts

4178

256

-

-

6794

250

8688

346

556

29

-

-

1054

31

1317

39

1200

57

-

-

2223

68

2664

91

298

3

-

-

559

7

712

10

WEIGHT OF 110 kV M/C TOWERS & BODY EXTENSIONS IN KG (Of M/s. C.P.R.I. Design) 110kV M/C TYPE ‘MA’ Super Bolt & Structure. Nuts

Sl N

1

Normal Tower +3M Extn. only +6M Extn only Stub

2 3 4

110kV TYPE Super Structur

M/C ‘MB’ Bolt & Nuts

110kV M/C TYPE ‘MC’ Super Bolt & Structure. Nuts

110kV M/C TYPE ‘MD’ Super Bolt & Structure. Nuts

-

-

12403

422

17280

512

-

1543

45

2013

49

6901

312

864

33

1737

68

-

-

2901

96

3750

105

362

5

-

-

817

8

1040

11

-

WEIGHT OF 220 kV M/C TOWERS & BODY EXTENSIONS (of M/s. K.Ramchandra Rao’s Design) 220kV M/C TYPE ‘MA’ Super Bolt & Structure. Nuts

Sl. No. 1 2 3

Normal Tower +3M Extn. only +6M Extn only

S4 Stub

8289

312

681

44

1664

100

560

2

220kV M/C TYPE ‘MB’ Super Bolt & Structure Nut

220KV M/C TYPE ‘MC’ Super Bolt & Structur Nuts

220kV M/C TYPE ‘MD’ Super Bolt & Structure Nuts

-

-

25732

754

-

-

-

-

-

2830

98

-

-

4536

155

733

11

-

-

1364

17

14514 -

765

PART IV (a)

WEIGHT OF 220Kv/110kV M/C TOWERS (of M/s.L&T Design)

Sl. No. Nor mal 1 Towe r +3M 2 Extn only +6M 3 Extn only S 4 Stub

220/110KV 220/110KV 220/110kV M/C M/C TYPE M/C TYPE TYPE ‘MD’ ‘MB’ ‘MB’ Bolt & Super Bolt & Super Bolt & Super Bolt & Nuts Structur Nut Structur Nuts Structure Nuts

220/110KV M/C TYPE ‘MA’ Super Structure 5624

310

9228

4 72

756

31

1094

45

1036

39

1904

200

3

354

10700

484

12310

500

1257

55

1584

62

74

2302

88

2626

84

5

406

5

503

5

WEIGHT OF 220Kv/66kV M/C TOWERS (of M/s.C.P.R.I.Dgn)

Sl. No. Nor mal 1 Towe r +3M 2 Extn. only +6M 3 Extn only S 4 Stub

220/66KV 220/66KV 220/66KV 220/66Kv M/C TYPE M/C TYPE M/C TYPE M/C TYPE ‘MA’ ‘MB’ ‘MB’ ‘MD’ Super Bolt & Super Bolt & Super Bolt & Super Bolt & Structure Nuts Structur Nut Structur Nuts Structure Nuts 9372

332

-

-

17303

622

31110

1191

1031

34

-

-

1996

90

3529

144

2120

81

-

-

3587

132

6257

223

637

5

-

-

1025

12

2340

54

PART IV (a)

WEIGHT OF 220Kv D/C NARROW BASE TOWER. (of M/s. L&T Design adopted for NRS-Laggere line) Sl. No. Normal Tower +3M 2 Extn. only +6M 3 Extn only 1

S4 Stub

220KV D/C TYPE ‘DA’ Super Bolt Structure Nuts

220kV D/C TYPE ‘DB’ & DE & Super Bolt & Structur Nut

5814

272

10677

404

678

30

1375

55

-

-

2346

74

761

2

1370

2

PART IV (b) FOUNDATION VOLUMES FOR 66KV M/C TOWERS

(Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal DRY Normal WET Partially Sub-Merged Fully Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged Fissured Rock

MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD

Concrete Mix. in CMT/Twr 1:2:4 1:3:6

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

11.5 21.0 29.9

1.2 2.05 2.9

90 150 205

760 1612 2332

20.3 40.0 54 .0 25.0 45.08 54.0 30.08 44.28 54.0 30.7 52.76 71.21 20.0 39.0 50.08 30.7 45.08 58.01

2.04 4.04 5.4 2.75 4.60 5.4 3.2 4.6 5.4 3.2 5.4 7.2 2.05 4.04 5.4 3.2 4.6 5.8

150 280 365 183 315 364 222 315 364 222 365 476 165 215 292 170 250 316

1120 2700 4584 1284 3136 4324 1444 3136 4452 1496 3728 5816 1132 2828 4452 1440 3136 4548

PART IV (b) :FOUNDATION VOLUMES FOR 110KV M/C TOWERS

(Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal DRY

Normal WET Partially Sub-Merged Fully Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged Fissured Rock

MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD

Concrete Mix. in CMT/Twr 1:2:4 1:3:6 12.0 32.8 43.0 24.6 58.9 84.6 28.4 66.7 86.0 33.2 75.0 105.0 33.8 76.0 96.5 24.2 58.0 76.0 33.8 76.0 96.5

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

95 225 270 175 390 510 205 450 575 245 510 640 245 510 640 130 320 425 185 425 545

836 2856 4148 1300 5100 8384 1388 5832 8676 1544 6224 9080 1604 6468 9788 1252 4872 8032 1608 6192 9972

1.3 3.2 4.0 2.5 6.0 7.7 2.9 6.8 8.7 3.6 7.7 10.0 3.6 7.7 10.0 2.5 6.0 7.7 3.6 7.7 10.0

PART IV (b): FOUNDATION VOLUMES FOR 220KV/110kV M/C

TOWERS (Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal

MA MB MC

DRY

Concrete Mix. in CMT/Twr 1:2:4 1:3:6 3.53 9.2 12.14

0.4 1.35 1.74

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

39.0 101 125

82 707 935

Normal WET Partially Sub-Merged Fully Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged Fissured Rock

MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD

16.93 12.14 20.64 28.0 36.47 17.2 28.89 36.9 44.96 6.12 12.93 16.77 23.08 22.7 31.29 36.74 48.12

2.45 1.51 3.36 4.05 5.2 1.68 4.23 5.0 6.5 0.76 2.05 2.52 3.36 2.05 4.61 5.41 6.96

173 112 232 276 350 123 288 337 432 33 101 127 173 101 243 288 376

1390 82 1688 1888 2849 82 1559 1968 3258 82 965 1291 1778 82 1654 2246 3513

PART IV (b):

FOUNDATION VOLUMES FOR 220KV/66kV M/C TOWERS (Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal DRY

Normal WET Partially Sub-Merged Fully

MA MB MC MD MA MB MC MD MA MB MC MD MA MB

Concrete Mix. in CMT/Twr 1:2:4 1:3:6 100.5 12.1 32.4 395.0 40.0 491.0 160.15 486.0 646.0 160.15 486.0 646.0 160.15 -

19.6 40.0 53.0 19.6 40.0 53.0 19.6 -

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

383 1005 1236 613.5 1236 1629 613.5 1236 1629 613.5 -

6930 31804 57521 14073 38828 67899 14073 38828 67899 14073 -

Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged Fissured Rock

MC MD MA MB MC MD MA MB MC MD MA MB MC MD

486.0 646.0 160.15 587.0 646.0 118.5 395.0 491.0 160.15 486.0 646.0

40.0 53.0 19.6 48.4 53.0 14.4 32.4 40.0 19.6 40.0 53.0

1236 1629 613.5 1492 1629 417.1 953 1180 570 1180 1564

38828 67899 14073 51348 67899 10370 33927 57520 14646 38828 67899

PART IV (b):

FOUNDATION VOLUMES FOR 220KV M/C TOWER (Common for Normal, +3M, & +6M Body Extension Towers) Type of Soil/

Tower

Foundation

Type

Normal DRY

Normal WET Partially Sub-Merged Fully Sub-Merged Wet Black Cotton Dry Fissured Rock Submerged

MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA MB MC MD MA

Concrete Mix. in CMT/Twr 1:2:4 1:3:6 2.244 17.16 47.96 5.1 2.82 20.24 61.06 6.73 145.96 12.0 2.8 14.95 35.5 3.2 40.1 5.0 -

Earth Exvn.

Steel Re inf

in CMT/Twr

in Kg/Twr.

191.8 401 236.2 521.0 -

1887 4916 2057 6167 -

933 98.1 190.9 273 -

11225 1508 3602 6190 -

Fissured Rock

MB MC MD

95.6

10.36

637

9030

PART IV (b):

FOUNDATION VOLUMES FOR 220KV

D/C N.B. TOWERS

[M/s L&T design adopted in NRS- Leggere line] (Common for Normal, +3M, & +6M Body Extension Towers)

Type of Soil/

Tower

Foundation

Type

Concrete Mix. in CMT/Twr 1:2:4 1:3:6

Earth Exvn. in CMT/Twr

Steel Re inf in Kg/Twr.

DA

27

1.8

142

988

DB & DE

67.43

4.14

343

2482

DA

34.7

2.45

199

1275

DB & DE

-

-

-

-

DA

-

-

-

-

DB & DE

65.93

-

93.26

3141

Soft Rock

Wet Soft Rock

Hard Rock