Tower

SPAN ANGLE OF
PI # Str No. EASTING NORTHING ELE STR TYPE Height
(Metres) DEVIATION
(mtr)
START 1 520597.079 2487049.244 60.000 GANTRY 17.1
PI.1 2 520586.948 2487108.382 59.999 315.000 UDE-I+6BE+4LE 42.85
3 520527.852 2487453.357 410.000 330.000 UTT+6BE+6LE 45.6
4 520472.134 2487778.620 740.000 340.000 UTT+6BE+6LE 45.6
5 520414.727 2488113.738 1080.000 323.000 UTT+6BE+6LE 45.6
6 520357.320 2488448.857 1420.000 322.00 UTT+0BE+8LE 41.6
7 520306.667 2488744.550 1720.000 350.00 UTT+6BE+6LE 45.6
8 520256.014 2489040.242 2020.000 323.00 UTT+6BE+6LE 45.6
9 520198.607 2489375.361 2360.000 343.00 UTT+6BE+6LE 45.6
PI.2 10 520140.179 2489716.437 2706.044 319.00 UMA+6BE+4LE 42.85
11 519823.963 2489866.451 3056.040 318.54 UTT+6BE+6LE 45.6
PI.3 12 519564.175 2489989.696 3343.580 282.00 UMA+0BE+8LE 40.85
13 519484.853 2490268.637 3633.580 293.88 UTT+0BE+8LE 41.6
PI.4 14 519404.471 2490551.308 3927.457 273.00 UDE-II+12BE+4LE 48.85
15 519131.964 2490534.869 4200.460 320.00 UDE-I+12BE+4LE 48.85
16 518812.545 2490515.599 4520.460 340.00 UTT+6BE+4LE 43.6
17 518473.162 2490495.126 4860.460 280.00 UTT+6BE+4LE 43.6
18 518193.670 2490478.265 5140.460 295.00 UDE-I+6BE+8LE 46.85
19 517899.205 2490460.501 5435.460 355.00 UDE-I+6BE+6LE 44.85
20 517544.849 2490439.124 5790.460 310.00 UTT+6BE+8LE 47.6
21 517235.412 2490420.457 6100.460 350.00 UTT+6BE+6LE 45.6
22 516886.047 2490399.381 6450.460 353.78 UTT+6BE+6LE 45.6
23 516532.908 2490378.078 6804.241 353.52 UTT+6BE+8LE 47.6
PI.5 24 516180.028 2490356.790 7157.762 222.17 UHA+0BE+8LE 40.85
PI.6 25 516193.453 2490134.976 7379.982 300.00 UMA+0BE+8LE 40.85
26 516412.828 2489930.346 7679.980 300.00 UTT +6BE+6LE 45.6
27 516632.204 2489725.715 7979.980 305.00 UTT +6BE+6LE 45.6
28 516855.237 2489517.673 8284.980 305.00 UTT+6BE+6LE 45.6
29 517078.269 2489309.631 8589.980 290.00 UTT+6BE+4LE 43.6
30 517290.333 2489111.820 8879.980 276.23 UTT +0BE+8LE 41.6
PI.7 31 517492.330 2488923.400 9156.213 263.90 UHA+0BE+8LE 40.85
PI.8 32 517314.960 2488728.000 9420.110 213.00 MAD-1+4LE 41
33 517113.655 2488658.392 9633.110 213.87 MTT +0 38
PI.9 34 516911.530 2488588.500 10.000 245.14 MAD-1+0 38
PI.10 35 516673.470 2488530.000 10092.120 130.47 MAD-2+2LE 39
PI.11 36 516550.505 2488486.382 10222.592 174.00 MTT +0 38
37 516387.576 2488425.312 10396.590 174.43 MTT +0 38
PI.12 38 516224.240 2488364.090 10571.023 250.00 MTT +2 40
PI.13 39 515990.887 2488274.390 10821.022 131.41 MTT +2 40
PI.14 40 515868.529 2488226.470 10952.429 121.19 MAD-2+6 43
PI.15 41 515870.550 2488105.300 11073.616 215.00 MAD-1+2 39
42 515942.573 2487902.718 11288.620 215.00 MTT +0 38
43 516014.594 2487700.140 11503.620 210.00 MTT +0 38
44 516084.941 2487502.273 11713.620 215.70 MTT +0 38
PI.16 45 516157.197 2487299.033 11929.322 50.01 MAD-2+0 37
GTY 46 516110.155 2487282.063 GANTRY 20.17
 CONCRETE QUANTITIES

UTT TOWER LEGTH DIA VOLUME TOTAL

3,4,6,7,8,9,11 7 1 5.5 22

5 8 1 6.3 25.2

UMA TOWER LEGTH DIA VOLUME TOTAL

10 11 1.5 19.5 78

12 10 1.5 17.7 70.8

UDE TOWER LEGTH DIA VOLUME TOTAL

2 11 1.5 19.5 78

GANTRY LEGTH WIDTH HEIGHT TOTAL

FOUNDATION 8 10 0.5 40

PILLR 1.35 1.35 3.45 6.287625

LEAN CONCRETE 8.5 8.5 0.075 5.41875

SSS LEGTH WIDTH HEIGHT TOTAL

CSE 0.9 0.9 1 0.81
SA 0.9 0.9 1 0.81

MTT BB+2M TOWER LEGTH DIA VOLUME TOTAL

38,39 9 1.8 22.9 22.9
3.8 3.8 2.7 10.8

MTT TOWER LEGTH DIA VOLUME TOTAL

 33,36,37,42,43,44 9 1.8 22.9 22.9
3.8 3.8 2.7 10.8

40,41,45

32,34

10.11.13.14,15,16,17,18

19,20,21,22,23,24,25,26,27,28,29,30,31
 M3 33444.62
M3 760.1049
836.1154

M3

M3 1629.756 814.8782

793.641
M3 59523.08

G TOTAL

120 M3

75.4515 M3

16.25625 M3

G TOTAL
4.86 M3
4.86 M3

M3
M3
M3
M3
2 ton 8 TON 20 TT

3UHA

2UMA

14 TON 5UDE

6 MAD

8MTT

Foundation design 17 available

Foundation design 26 not available