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DESCRIPTION
Seoni-Katani
Citation preview
at PCL
at BT edge
3.50 m
with C/S @
2.50%
at Sh.
edge 2.50
m with
C/S @
3.00%
Existing
invert
level at
site in
U/S.
Proposed
invert level
at site in
U/S.
Ht. of
Pipe
above
I.L.
6/15 0+500 Retained 309.418 309.331 309.256 308.571 308.571 1.105
6/2 0+734.26 Retained 308.714 308.627 308.552 307.306 307.306 1.105
6/4 1+106.764 Re-construction 313.548 313.461 313.386 311.532 311.532 1.320
7/4 2+125.940 Re-construction 322.671 322.584 322.509 318.396 318.396 1.320
7/10 2+632.240 Re-construction 331.653 331.566 331.491 327.704 328.304 1.320
8/2 3+021.510 Re-construction 333.716 333.629 333.554 328.890 328.990 1.320
10/6 5+225.100 Minor Bridge 317.305
10/8 5+420.870 Re-construction 314.017 313.930 313.855 312.764 311.305 1.320
10/10 5+620.110 RCC SC 312.286
11/2 5+893.030 RCC SC 315.592
11/4 6+199.100 Re-construction 315.081 314.994 314.919 311.572 311.992 1.320
11/6 6+406.220 Re-construction 314.860 314.773 314.698 311.357 311.525 1.320
11/10 6+697.820 Re-construction 312.212 312.125 312.050 309.405 309.405 1.320
12/2Not shown in
P&P.Re-construction 0.000
12/4 7+084.05 Re-construction 309.366 309.279 309.204 306.311 306.311 1.320
12/6 7+229.870 Re-construction 309.853 309.766 309.691 308.257 307.300 1.320
12/10 7+657.170 Re-construction 309.817 309.730 309.655 307.408 307.408 1.320
13/6 8+311.820 Re-construction 306.175 306.088 306.013 304.994 303.850 1.320
14/2-1 8+909.390 Re-construction 307.160 307.073 306.998 303.92 303.920 1.320
14/2-1 8+980.820 Re-construction 307.147 307.060 306.985 304.58 304.580 1.320
14/6 9+347.820 Re-construction 309.555 309.468 309.393 306.975 306.975 1.320
15/2-1 9+916.280 Re-construction 307.586 307.499 307.424 306.339 305.300 1.320
15/2-2 9+937.840 RCC SC 307.362
16/2 10+876.320 Re-construction 304.732 304.645 304.570 302.500 302.500 1.320
16/8 11+111.510 Re-construction 305.715 305.628 305.553 303.322 303.322 1.320
CH Remarks
R.L. at Locations
Details of HPC with proposed invert Level for Garra- Mowad Project.
S.N.
16/4 11+559.030 Re-construction 307.009 306.922 306.847 304.014 304.014 1.320
16/10 11+789.220 Minor Bridge 305.732
18/4 13+088.550 RCC SC 295.356
18/6 13+266.440 Re-construction 296.208 296.121 296.046 291.950 291.950 1.320
19/2 14+030.410 RCC SC 294.640
19/4 14+254.510 Re-construction 294.278 294.191 294.116 291.564 291.564 1.320
19/6 14+425.850 Retained 293.961 293.874 293.799
19/8 14+690.250 Retained 294.000 293.913 293.838
19/10Not shown in
P&P.Retained 0.000
20/2 14+649.50 Retained 293.687 293.600 293.525
21/2 15+900 Retained 296.083 295.996 295.921 293.954 293.954 1.105
21/6 16+017.540 WIDENING 295.375 295.288 295.213 1.105
22/4 17+195.50 RCC SC 288.689
22/8 17+524.30 Retained 289.241 289.154 289.079 1.105
22/10 17+733.97 Retained 289.306 289.219 289.144 286.827 286.287 1.105
23/2 18+009.85 Retained 292.178 292.091 292.016 1.105
23/8 18+592.06 Retained 291.565 291.478 291.403 288.556 288.556 1.105
24/2 18+805.17 Retained 292.173 292.086 292.011 289.233 289.233 1.105
24/6-1 19+195.32 Re-construction 293.357 293.270 293.195 290.888 290.888 1.320
24/6-2 19+311.75 Re-construction 293.112 293.025 292.950 290.83 290.830 1.320
24/6-3Not shown in
P&P.Retained 0.000
25/2 19+980.65 Retained 289.377 289.290 289.215 286.908 286.908 1.105
25/4Not shown in
P&P.Retained 0.000 -0.088
20/6Not shown in
P&P.Re-construction 0.000 -0.088
26/2 20+813.49 RCC SC 286.878
26/6 21+321.080 Retained 287.883 287.796 287.721 284.43 284.430 1.105
27/2-1 21+992.940 Retained 287.360 287.273 287.198 285.572 285.572 1.105
27/2-2 22+123.060 Retained 286.560 286.473 286.398 284.323 284.323 1.105
27/4 22+248.060 Retained 285.790 285.703 285.628 283.738 283.738 1.105
27/6Not shown in
P&P.Retained 0.000
28/2 22+798.310 Retained 283.021 282.934 282.859 280.047 280.047 1.105
28/6-1 23+186.750 Retained 283.366 283.279 283.204 280.244 280.244 1.105
28/6-2 23+321.880 Retained 283.668 283.581 283.506 280.762 280.762 1.105
29/4 24+055.080 Retained 283.851 283.764 283.689 280.795 280.795 1.105
29/8 24+386.240 Minor Bridge 281.480
30/2 24+675.340 RCC SC 287.581
30/10 25+667.518 Retained 281.701 281.614 281.539 1.105
31/6 26+292.562 Retained 281.364 281.277 281.202 279.728 279.728 1.105
31/8 26+616.811 Retained 280.165 280.078 280.003 277.834 277.834 1.105
32/4 27+056.479 Re-construction 285.771 285.684 285.609 283.757 283.500 1.320
32/10 27+589.640 Retained 282.386 282.299 282.224 280.208 280.208 1.105
33/10Not shown in
P&P.Retained 0.000
34/8 28+784.440 Re-construction 291.006 290.919 290.844 288.362 288.362 1.320
35/2 29+785.817 Retained 298.616 298.529 298.454 296.233 296.233 1.105
35/4 30+057.908 Retained 298.134 298.047 297.972 295.183 295.183 1.105
35/10-1 30+587.138 Retained 294.627 294.540 294.465 293.543 293.543 1.105
37/10 30+578.123 Re-construction 294.557 294.470 294.395 291.89 291.890 1.320
35/10-2 30+614.729 RCC SC 294.351
35/10-3 30+643.882 Retained 294.226 294.139 294.064 292.118 292.118 1.320
37/2-1 31+953.929 Retained 289.758 289.671 289.596 288.277 288.277 1.105
37/2-2 32+000 Retained 289.392 289.305 289.230 287.287 287.287 1.105
37/4 32+175.304 Retained 288.725 288.638 288.563 286.891 286.891 1.105
37/6 32+291.102 Retained 288.914 288.827 288.752 287.192 287.192 1.105
37/8 32+488.592 Retained 289.623 289.536 289.461 1.105
38/6 33+398.551 RCC SC 282.392
38/8Not shown in
P&P.Re-construction 0.000 -0.088 -0.163 1.320
38/10 34+531.265 Retained 276.005 275.918 275.843 1.105
40/4 34+999.500 Retained 274.521 274.434 274.359 1.105
40/6 35+254.713 Retained 273.993 273.906 273.831 1.105
41/2 35+663.658 Minor Bridge 270.729
41/4 35+897.450 Retained 272.293 272.206 272.131 269.732 269.732 1.105
41/8 36+470.704 Re-construction 278.956 278.869 278.794 276.397 276.397 1.320
42/2 36+728.371 Re-construction 281.280 281.193 281.118 279.555 279.000 1.320
43/2 37+781.548 Minor Bridge 268.603
44/8 39+355.216 Re-construction 274.907 274.820 274.745 273.179 272.600 1.320
45/8 40+214.819 WIDENING 273.108 273.021 272.946 1.105
45/10 40+430.793 WIDENING 271.812 271.725 271.650 1.105
47/4 41+885.000 Minor Bridge 266.300
48/2 42+538.293 Retained 268.818 268.731 268.656 1.105
49/2 43+525.706 Retained 271.782 271.695 271.620 1.105
50/4 44+645.675 Minor Bridge 265.497
50/10 45+356.223 Retained 268.383 268.296 268.221 1.105
52/2 46+537.305 WIDENING 269.570 269.483 269.408 1.105
Legends RCC SC Retained
R.L. of
Pipe top
309.676 -0.421 -0.841 10.318
308.411 0.141 0.281 12.562
312.852 0.534 1.067 14.134 13.750
319.716 2.793 5.585 23.170 22.500
329.624 1.867 3.733 19.466 18.750
330.310 3.244 6.487 24.974 25.000
312.625 1.230 2.459 16.918 16.250
313.312 1.607 3.213 18.426 17.500
312.845 1.853 3.705 19.410 19.500
310.725 1.325 2.649 17.298 17.500
307.631 1.573 3.145 18.290 17.500
308.620 1.071 2.141 16.282 16.250
308.728 0.927 1.853 15.706 15.000
305.170 0.843 1.685 15.370 15.000
305.240 1.758 3.515 19.030 18.750
305.900 1.085 2.169 16.338 16.250
308.295 1.098 2.195 16.390 16.250
306.620 0.804 1.607 15.214 15.000
303.820 0.750 1.499 14.998 15.000
304.642 0.911 1.821 15.642 15.000
R.L. at Locations Ht.
above
pipe wrt
FRL@ 6
m from
PCL
Slope
1:2
Length
of pipe
reqd
Details of HPC with proposed invert Level for Garra- Mowad Project. Date :- 11.04.2014
Reco
mmen
ded to
use
Exist.
Width
of Str.
305.334 1.513 3.025 18.050 17.500
293.270 2.776 5.551 23.102 22.500
292.884 1.232 2.463 16.926 16.250
295.059 0.862 1.723 15.446 12.600
1.105 287.974 575.947 1163.894 7.105
287.392 1.752 3.503 19.006 12.450
1.105 290.911 581.821 1175.642 7.105 12.000
289.661 1.742 3.483 18.966 12.800
290.338 1.673 3.345 18.690 12.800
292.208 0.987 1.973 15.946 16.250 6.500
292.150 0.800 1.599 15.198 15.000 6.500
288.013 1.202 2.403 16.806 12.800
285.535 2.185 4.371 20.742 13.000
286.677 0.521 1.041 14.082 12.800
285.428 0.970 1.939 15.878 12.800
284.843 0.785 1.569 15.138 12.800
281.152 1.707 3.413 18.826 12.800
281.349 1.854 3.709 19.418 12.700
281.867 1.639 3.277 18.554 12.800
281.900 1.789 3.577 19.154 12.800
1.105 280.434 560.867 1133.734 7.105
280.833 0.368 0.737 13.474 12.700
278.939 1.064 2.127 16.254 12.800
284.820 0.789 1.577 15.154 15.000 6.400
281.313 0.911 1.821 15.642 12.600
289.682 1.161 2.323 16.646 16.250 6.500
297.338 1.116 2.231 16.462 12.600
296.288 1.684 3.367 18.734 12.700
294.648 -0.183 -0.367 11.266
293.210 1.185 2.369 16.738 16.750
293.438 0.626 1.251 14.502
289.382 0.214 0.427 12.854
288.392 0.838 1.675 15.350
287.996 0.567 1.133 14.266
288.297 0.454 0.909 13.818
1.105 288.356 576.711 1165.422 7.105
1.320 -1.483 -2.965 6.070 7.320
1.105 274.738 549.475 1110.950 7.105
1.105 273.254 546.507 1105.014 7.105
1.105 272.726 545.451 1102.902 7.105
270.837 1.293 2.587 17.174
277.717 1.077 2.153 16.306 16.250
280.320 0.798 1.595 15.190 15.000
273.920 0.825 1.649 15.298 15.000
1.105 271.841 543.681 1099.362 7.105
1.105 270.545 541.089 1094.178 7.105
1.105 267.551 535.101 1082.202 7.105
1.105 270.515 541.029 1094.058 7.105
1.105 267.116 534.231 1080.462 7.105
1.105 268.303 536.605 1085.210 7.105
Retained
This HPC in built up area. Built up area detailed ch given fro km
1.00 to 2.00 but the actual built up area is from km 0.00 to 1.100.
Hence HPC may be widened up to drain to drain in available
ROW. No HW is required if extended up to drain.
25
Widening with 1.0
mtr dia pipe as
per available
ROW.
do 25 do
With raising of HW above FRL i.e. where the slope cuts. 13.75
With raising of HW above FRL i.e. where the slope cuts.
With raising of HW above FRL i.e. where the slope cuts.
Nor cut nor raise the HW.
With raising of HW above FRL i.e. where the slope cuts.
With raising of HW above FRL i.e. where the slope cuts.
Nor cut nor raise the HW.
With reducing of HW above FRL i.e. where the slope cuts.
With raising of HW above FRL i.e. where the slope cuts.
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
With raising of HW above FRL i.e. where the slope cuts.
With raising of HW above FRL i.e. where the slope cuts.
Nor cut nor raise the HW.
Nor cut nor raise the HW.
With raising of HW above FRL i.e. where the slope cuts.
Nor cut nor raise the HW.
With raising of HW above FRL i.e. where the slope cuts.
Remarks
Row as
provided
in SCH-B-
1 page
No. -22
Recommended
Length of pipe
With raising of HW above FRL i.e. where the slope cuts.
With raising of HW above FRL i.e. where the slope cuts.
With raising of HW above FRL i.e. where the slope cuts.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
HW to be increased as per FRL to retain the earth.
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
Nor cut nor raise the HW.
HW to be increased as per FRL to retain the earth.
With raising of HW above FRL i.e. where the slope cuts.
HW to be increased as per FRL to retain the earth.
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.
The HPC in built up area. Hence construction required up to
drain or available ROW.
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.22 22.50 / 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.20 20.00
HW to be increased as per FRL to retain the earth.
Nor cut nor raise the HW.
With raising of HW above FRL i.e. where the slope cuts.
With raising of HW above FRL i.e. where the slope cuts.
The HPC in built up area. Hence construction required up to
drain or available ROW.20 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.20 20.00
The HPC in built up area. Hence construction required up to
drain or available ROW.20 20.00
Minor Bridge
Particulars Exist. Invert Lvl.
SKM SKM BOTH SKM
6/15 0+500 Retained 308.571 308.571
6/2 0+734.26 Retained 307.306 307.306
6/4 1+106.764 Re-construction 311.532 311.532
7/4 2+125.940 Re-construction 318.396 318.396
7/10 2+632.240 Re-construction 327.704 328.304
8/2 3+021.510 Re-construction 328.890 328.990
10/6 5+225.100 Minor Bridge
10/8 5+420.870 Re-construction 312.764 311.305
10/10 5+620.110 RCC SC
11/2 5+893.030 RCC SC
11/4 6+199.100 Re-construction 311.572 311.992
11/6 6+406.220 Re-construction 311.357 311.525
11/10 6+697.820 Re-construction 309.405 309.405
12/2 Not shown in P&P. Re-construction
12/4 7+084.05 Re-construction 306.311 306.311
12/6 7+229.870 Re-construction 308.257 307.300
12/10 7+657.170 Re-construction 307.408 307.408
13/6 8+311.820 Re-construction 304.994 303.850
14/2-1 8+909.390 Re-construction 303.92 303.920
14/2-1 8+980.820 Re-construction 304.58 304.580
14/6 9+347.820 Re-construction 306.975 306.975
15/2-1 9+916.280 Re-construction 306.339 305.300
Revised FRL OGL
Ref. No. CH Proposed I.L.
15/2-2 9+937.840 RCC SC
16/2 10+876.320 Re-construction 302.500 302.500
16/8 11+111.510 Re-construction 303.322 303.322
16/4 11+559.030 Re-construction 304.014 304.014
16/10 11+789.220 Minor Bridge
18/4 13+088.550 RCC SC
18/6 13+266.440 Re-construction 291.950 291.950
19/2 14+030.410 RCC SC
19/4 14+254.510 Re-construction 291.564 291.564
19/6 14+425.850 Retained
19/8 14+690.250 Retained
19/10 Not shown in P&P. Retained
20/2 14+649.50 Retained
21/2 15+900 Retained 293.954 293.954
21/6 16+017.540 WIDENING
22/4 17+195.50 RCC SC
22/8 17+524.30 Retained
22/10 17+733.97 Retained 286.827 286.287
23/2 18+009.85 Retained
23/8 18+592.06 Retained 288.556 288.556
24/2 18+805.17 Retained 289.233 289.233
24/6-1 19+195.32 Re-construction 290.888 290.888
24/6-2 19+311.75 Re-construction 290.83 290.830
24/6-3 Not shown in P&P. Retained
25/2 19+980.65 Retained 286.908 286.908
25/4 Not shown in P&P. Retained
20/6 Not shown in P&P. Re-construction
26/2 20+813.49 RCC SC
26/6 21+321.080 Retained 284.43 284.430
27/2-1 21+992.940 Retained 285.572 285.572
27/2-2 22+123.060 Retained 284.323 284.323
27/4 22+248.060 Retained 283.738 283.738
27/6 Not shown in P&P. Retained
28/2 22+798.310 Retained 280.047 280.047
28/6-1 23+186.750 Retained 280.244 280.244
28/6-2 23+321.880 Retained 280.762 280.762
29/4 24+055.080 Retained 280.795 280.795
29/8 24+386.240 Minor Bridge
30/2 24+675.340 RCC SC
30/10 25+667.518 Retained
31/6 26+292 Retained 279.728 279.728
31/8 26+616.811 Retained 277.834 277.834
32/4 27+056.479 Re-construction 283.757 283.500
32/10 27+589.640 Retained 280.208 280.208
33/10 Not shown in P&P. Retained
34/8 28+784.440 Re-construction 288.362 288.362
35/2 29+785.817 Retained 296.233 296.233
35/4 30+057.908 Retained 295.183 295.183
35/10-1 30+587.138 Retained 293.543 293.543
37/10 30+578.123 Re-construction 291.89 291.890
35/10-2 30+614.729 RCC SC
35/10-3 30+643.882 Retained 292.118 292.118
37/2-1 31+953 Retained 288.277 288.277
37/2-2 32+000 Retained 287.287 287.287
37/4 32+175.304 Retained 286.891 286.891
37/6 32+291.102 Retained 287.192 287.192
37/8 32+488.592 Retained
38/6 33+398.551 RCC SC
38/8 Not shown in P&P. Re-construction
38/10 34+531.265 Retained
40/4 34+999.500 Retained
40/6 35+254.713 Retained
41/2 35+663.658 Minor Bridge
41/4 35+897.450 Retained 269.732 269.732
41/8 36+470.704 Re-construction 276.397 276.397
42/2 36+728.371 Re-construction 279.555 279.000
43/2 37+781.548 Minor Bridge
44/8 39+355.216 Re-construction 273.179 272.600
45/8 40+214.819 WIDENING
45/10 40+430.793 WIDENING
47/4 41+885.000 Minor Bridge
48/2 42+538.293 Retained
49/2 43+525.706 Retained
50/4 44+645.675 Minor Bridge
50/10 45+356.223 Retained
52/2 46+537.305 WIDENING
Proposal ProposalType of
StructureROW
DIA of
Pipe1 6/150 0.500 0+500.000 Retained Retained HPC 1 10002 6/2 0.750 0+734.260 Retained Widening HPC 1 10003 6/4 1.100 1+106.764 Reconstruction Reconstruction HPC 1 12004 7/4 2.100 2+125.940 Reconstruction Reconstruction HPC 2 12005 7/10 2.700 2+632.240 Reconstruction Reconstruction HPC 2 12006 8/2 3.000 3+021.510 Reconstruction Reconstruction HPC 2 12007 10/6 5.200 5+225.100 Reconstruction Reconstruction MNB - 1 x 108 10/8 5.600 5+420.870 Reconstruction Reconstruction HPC 1 12009 10/10 5.700 5+620.110 Reconstruction Reconstruction RCC Slab - 1 x 3
10 11/2 5.900 5+893.030 Reconstruction Reconstruction RCC Slab - 1 x 311 11/4 6.100 6+199.100 Reconstruction Reconstruction HPC 2 120012 11/6 6.400 6+406.220 Reconstruction Reconstruction HPC 1 120013 11/10 6.700 6+697.820 Reconstruction Reconstruction HPC 1 120014 12/2 6.900 Missing Reconstruction Missing in Topo15 12/4 7.050 7+084.050 Reconstruction Reconstruction HPC 2 120016 12/6 7.250 7+229.870 Reconstruction Reconstruction HPC 1 120017 12/10 7.650 7+657.170 Reconstruction Reconstruction HPC 1 120018 13/6 8.300 8+311.820 Reconstruction Reconstruction HPC 1 120019 14/2-1 8.850 8+909.390 Reconstruction Reconstruction HPC 1 120020 14/2-2 8.900 8+980.820 Reconstruction Reconstruction HPC 1 120021 14/6 9.300 9+347.820 Reconstruction Reconstruction HPC 1 120022 15/2-1 9.900 9+916.280 Reconstruction Reconstruction HPC 1 120023 15/2-2 9.950 9+937.840 Reconstruction Reconstruction RCC Slab - 1 x 624 16/2 10.900 10+876.320 Reconstruction Reconstruction HPC 2 120025 16/8 11.000 11+111.510 Reconstruction Reconstruction HPC 1 120026 16/4 11.000 11+559.030 Reconstruction Reconstruction HPC 1 120027 16/10 11.800 11+789.220 Reconstruction Reconstruction MNB 1 x 1028 18/4 13.100 13+088.550 Reconstruction Reconstruction RCC Slab - 1 x 429 18/6 13.300 13+266.440 Reconstruction Reconstruction HPC 1 120030 19/2 14.000 14+030.410 Reconstruction Reconstruction RCC Slab - 1 x 331 19/4 14.100 14+254.510 Reconstruction Reconstruction HPC 1 120032 19/6 14.300 14+425.850 Retained Retained HPC 1 100033 19/8 14.500 14+690.250 Retained Retained HPC 1 120034 19/10 14.800 Missing Retained Missing in Topo35 21/2 15.900 15+900.000 Retained Widening HPC 1 100036 21/6 16.000 16+017.540 Widening Widening HPC 1 100037 22/4 17.200 17+195.500 Reconstruction Reconstruction RCC Slab - 1 x 638 22/8 17.600 17+524.300 Retained Retained HPC 1 100039 22/10 17.700 17+733.970 Retained Retained HPC 1 100040 23/2 17.900 18+009.850 Retained Retained HPC 1 100041 23/8 18.600 18+592.060 Retained Retained HPC 2 100042 24/2 18.900 18+805.170 Retained Retained HPC 2 100043 24/6-1 19.300 19+195.320 Reconstruction Reconstruction HPC 1 120044 24/6-2 19.350 19+311.750 Reconstruction Reconstruction HPC 1 120045 24/6-3 19.400 Missing Retained Missing in Topo46 25/2 20.000 19+980.650 Retained Retained HPC 2 100047 25/4 20.200 Missing Retained Missing in Topo48 26/2 20.850 20+813.490 Reconstruction Reconstruction RCC Slab - 1 x 649 26/6 21.300 21+321.080 Retained Retained HPC 2 100050 27/2-1 21.900 21+992.940 Retained Widening HPC 1 100051 27/2-2 22.000 22+123.060 Retained Widening HPC 1 1000
Structure Details from Km.25+000 to Km.47+000 of Garra - Waraseoni - upto MP/MH Border MDR
Sl.Existing
Km.
Chainage
as per CA
Chainage as
per Design
Propossal in CA Propossal as per Design
52 27/4 22.200 22+248.060 Retained Widening HPC 1 100053 27/6 22.300 Missing Retained Missing in Topo54 28/2 22.900 22+798.310 Retained Retained HPC 1 100055 28/6-1 23.300 23+186.750 Retained Retained HPC 1 100056 28/6-2 23.400 23+321.880 Retained Retained HPC 1 100057 29/4 24.200 24+055.080 Retained Retained HPC 1 100058 29/8 24.500 24+386.240 Reconstruction Reconstruction MNB - 1 x 1659 30/2 24.900 24+675.340 Reconstruction Reconstruction RCC Slab - 1 x 260 30/10 25.700 25+667.518 Retained Retained HPC 1 100061 31/6 26.300 26+292.562 Retained Retained HPC 1 100062 31/8 26.600 26+616.811 Retained Widening HPC 3 100063 32/4 27.100 27+056.479 Reconstruction Reconstruction HPC 1 120064 32/10 27.700 27+589.640 Retained Retained HPC 2 100065 33/10 28.000 Retained Missing in Topo HPC 1 100066 34/8 28.800 28+784.440 Reconstruction Reconstruction HPC 1 120067 35/2 29.900 29+785.817 Retained Retained HPC 1 100068 35/4 30.200 30+057.908 Retained Widening HPC 1 100069 37/10 30.700 30+578.123 Reconstruction Reconstruction HPC 1 120070 35/10-1 30.700 30+587.137 Retained Widening HPC 1 100071 35/10-2 30.750 30+614.729 Reconstruction Reconstruction RCC Slab - 1 x 572 35/10-3 30.800 30+643.882 Retained Widening HPC 1 100073 37/2-1 31.900 31+953.929 Retained Widening HPC 1 100074 37/2-2 31.950 32+000.000 Retained Widening HPC 1 100075 37/4 32.200 32+175.304 Retained Widening HPC 1 100076 37/6 32.350 32+291.102 Retained Widening HPC 1 100077 37/8 32.600 32+488.592 Retained Widening HPC 1 100078 38/6 33.400 33+398.551 Reconstruction Reconstruction RCC Slab - 1 x 579 38/8 33.700 Reconstruction Missing in Topo HPC 1 120080 38/10 34.650 34+531.265 Retained Widening HPC 1 100081 40/4 35.100 34+999.500 Retained Retained HPC 1 100082 40/6 35.400 35+254.713 Retained Retained HPC 1 100083 41/2 35.900 35+663.658 Reconstruction Reconstruction MNB - 1 x 1684 41/4 36.100 35+897.450 Retained Retained HPC 1 100085 41/8 36.600 36+470.704 Reconstruction Reconstruction HPC 1 120086 42/2 37.000 36+728.371 Reconstruction Reconstruction HPC 1 120087 43/2 38.000 37+781.546 Reconstruction Reconstruction MNB - 2 x 1088 44/8 39.500 39+355.216 Reconstruction Reconstruction HPC 1 120089 45/8 40.500 40+214.819 Widening Widening HPC 1 100090 45/10 40.700 40+430.793 Widening Widening HPC 1 100091 47/4 42.200 41+885.000 Reconstruction Reconstruction MNB - 2 x 1592 48/2 43.000 42+538.293 Retained Retained HPC 1 100093 49/2 43.900 43+525.706 Retained Widening HPC 1 100094 50/4 45.200 44+645.675 Reconstruction Reconstruction MNB - 2 x 1095 50/10 45.800 45+356.223 Retained Retained HPC 1 100096 52/2 46.000 46+537.305 Widening Widening HPC 2 1000
LHS RHS LHS
Ch. adjustment Ch. as per design 12.40 12.00 309.418 -2.50 -2.50 307.480Widening Location at Busbay 12.72 19.65 308.713 -2.50 -2.50 306.728
Ch. adjustment Ch. as per design 8.95 22.00 313.545 -2.50 -2.50 310.876Ch. adjustment Ch. as per design 7.02 12.00 322.671 -1.93 -2.50 318.277Ch. adjustment Ch. as per design 7.40 12.00 331.653 -2.50 -0.985 327.698Ch. adjustment Ch. as per design 7.00 12.00 333.716 -2.50 -2.50 328.882
12.00 317.305 -2.50 -2.50Ch. adjustment Ch. as per design 7.50 12.00 314.017 -2.50 -2.50 311.223Ch. adjustment Ch. as per design 12.00 312.288 -2.50 -2.50Ch. adjustment Ch. as per design 12.00 315.592 -2.50 -2.50Ch. adjustment Ch. as per design 7.30 12.00 315.080 -2.50 -2.50 311.551Ch. adjustment Ch. as per design 7.30 12.00 314.860 -2.50 -2.50 311.401Ch. adjustment Ch. as per design 7.37 12.00 312.212 -2.50 -2.50 309.170Ch. adjustment Ch. as per design 7.37 12.00Ch. adjustment Ch. as per design 7.30 12.00 309.366 -2.50 -2.50 306.103Ch. adjustment Ch. as per design 7.70 19.00 309.853 -2.50 -2.50 307.087Ch. adjustment Ch. as per design 12.50 12.01 309.817 -2.50 -2.50 307.043Ch. adjustment Ch. as per design 10.20 12.00 306.176 -2.50 -2.50 303.232Ch. adjustment Ch. as per design 10.10 12.00 307.160 -2.50 -2.50 303.722Ch. adjustment Ch. as per design 12.30 12.00 307.147 -2.50 -2.50 304.169Ch. adjustment Ch. as per design 10.10 12.00 309.555 -2.50 -2.50 306.971Ch. adjustment Ch. as per design 10.20 16.500 307.586 -2.50 5.29Ch. adjustment Ch. as per design 16.500 307.363 -2.50 -1.67Ch. adjustment Ch. as per design 7.30 16.500 304.730 -2.50 -2.50 302.091Ch. adjustment Ch. as per design 8.00 16.500 305.716 -2.50 -2.50 303.049Ch. adjustment Ch. as per design 7.30 16.500 307.009 -2.50 -2.50 302.603
16.500 305.731 -2.50 -2.50Ch. adjustment Ch. as per design 16.500 295.356 -2.50 -2.50Ch. adjustment Ch. as per design 8.70 16.500 296.208 -2.50 -2.50 291.538Ch. adjustment Ch. as per design 16.500 294.640 -7.00 7.00Ch. adjustment Ch. as per design 8.00 12.00 294.278 -2.50 -2.50 291.272Ch. adjustment Ch. as per design 12.95 12.00 293.958 -2.50 -2.50 290.40Ch. adjustment Ch. as per design 12.95 12.00 294.000 -4.64 4.64 291.32
12.80Ch. adjustment Geometric Improvement 12.60 12.00 296.083 7.00 -7.00 293.855Ch. adjustment Ch. as per design 9.90 12.00 295.375 3.50 -3.50 292.110Ch. adjustment Ch. as per design 12.00 288.690 -2.50 -2.50Ch. adjustment Ch. as per design 12.80 12.00 289.241 -2.50 -2.50 286.44Ch. adjustment Ch. as per design 12.45 12.00 289.306 -2.50 -2.50 287.25Ch. adjustment Ch. as per design 12.00 12.00 292.179 -2.50 -2.50 290.00Ch. adjustment Ch. as per design 12.80 12.00 291.566 -2.50 -2.50 288.50Ch. adjustment Ch. as per design 12.80 12.00 292.173 -2.50 2.13 288.91Ch. adjustment Ch. as per design 6.50 17.860 293.358 -2.50 -2.50 290.68Ch. adjustment Ch. as per design 6.50 19.00 293.112 -2.50 -2.50 290.34
12.50Ch. adjustment Ch. as per design 12.80 12.00 289.377 -2.50 -2.50 286.41
12.70Ch. adjustment Ch. as per design 12.00 286.878 -2.50 0.15Ch. adjustment Ch. as per design 13.00 12.00 287.883 -2.50 -2.50 284.16Ch. adjustment 22 mtr wide road 12.80 19.00 287.360 -2.50 -2.50 285.026Ch. adjustment 22 mtr wide road 12.80 19.00 286.560 -6.97 6.97
Structure Details from Km.25+000 to Km.47+000 of Garra - Waraseoni - upto MP/MH Border MDR
Change, if any
from CA
Justification of Change from
CA
Existing
Width of
Structure
Proposed
Width
Exclu. Drain
Proposed
Road LVL
X-Slope Existing Invert LVL
Ch. adjustment 22 mtr wide road 12.80 19.00 285.790 -2.50 -0.15 283.6813.00
Ch. adjustment Ch. as per design 12.80 12.00 283.020 -2.50 -2.50 279.924Ch. adjustment Ch. as per design 12.70 12.00 283.365 -2.50 -2.50 279.739Ch. adjustment Ch. as per design 12.80 12.00 283.668 -2.50 -2.50 279.778Ch. adjustment Ch. as per design 12.80 12.00 283.850 -2.50 -2.50 280.095
12.00 281.480 -7.00 7.00Ch. adjustment Ch. as per design 12.00 287.582 5.29 -5.29Ch. adjustment Ch. as per design 12.80 12.00 281.702 -2.50 -2.50 278.96Ch. adjustment Ch. as per design 12.70 19.00 281.365 -0.457 -2.50 278.43
Widening Road in flaring portion 12.80 14.97 280.161 -2.50 -2.50 277.49Ch. adjustment Ch. as per design 6.40 12.00 285.770 -2.50 -2.50 283.11Ch. adjustment Ch. as per design 12.60 12.00 282.386 -2.50 -2.50 279.89Ch. adjustment Ch. as per designCh. adjustment Ch. as per design 6.50 12.00 291.005 -2.50 -2.50 287.66Ch. adjustment Ch. as per design 12.60 12.00 298.617 -2.50 -2.50 295.71
Widening Location in urban portion 12.70 19.00 298.134 -2.50 -2.50 295.01Ch. adjustment Ch. as per design 6.50 19.00 294.627 -2.50 -2.50 291.74
Widening Location in urban portion 12.70 19.00 294.557 -2.50 -2.50 291.57Ch. adjustment Ch. as per design 19.00 294.351 -2.50 -2.50
Widening Location in urban portion 12.70 19.00 294.226 -2.50 -2.50Widening Location in urban portion 12.70 19.00 289.758 -2.50 0.863 287.31Widening Location in urban portion 12.70 19.00 289.392 -5.305 5.305 286.79Widening Location in urban portion 12.70 19.00 288.725 -2.50 -2.50 286.65Widening Location in urban portion 12.70 19.00 288.915 4.740 -4.740 287.28Widening Location in urban portion 12.60 19.00 289.623 -2.50 -2.50 287.52
Ch. adjustment Ch. as per design 12.00 282.398 -2.50 -2.50Ch. adjustment Ch. as per design
Widening Location in urban portion 12.60 17.00 276.004 -2.50 -2.50 273.18Ch. adjustment Ch. as per design 12.60 12.00 274.521 -2.50 -2.50 271.73Ch. adjustment Ch. as per design 12.65 12.00 273.993 -2.50 1.141 271.41
Span Size Span Size Increase 12.00 270.728 4.740 -4.740Ch. adjustment Ch. as per design 12.65 12.00 272.293 -2.50 -2.50 269.39Ch. adjustment Ch. as per design 8.00 12.00 278.957 -3.916 3.916 276.13Ch. adjustment Ch. as per design 11.20 12.00 281.280 -2.50 -2.50Ch. adjustment Ch. as per design 12.00 268.602 -2.50 -2.50Ch. adjustment Ch. as per design 8.60 12.00 274.907 -2.500 -1.056 271.66Ch. adjustment Ch. as per design 7.70 17.00 273.109 -7.00 7.00 270.10Ch. adjustment Ch. as per design 7.45 17.00 271.811 -2.50 -2.50 269.19
Span Size Span Size Increase 12.00 266.299 -0.738 -2.500Ch. adjustment Ch. as per design 12.80 12.00 268.819 3.454 -3.454 264.94
Widening Geometric Improvement 12.70 17.00 271.783 -7.000 7.000 269.20Ch. adjustment Ch. as per design 12.00 265.497 -2.50 -2.50Ch. adjustment Ch. as per design 12.60 12.00 268.383 -2.047 -2.50 265.38Ch. adjustment Ch. as per design 7.65 12.00 269.570 -2.50 -2.50 266.77
12.006.00
RHS
307.185 307.480 0.661306.821 306.821 0.615 TYPE-7310.861 310.876 1.074 TYPE-5318.314 318.314 2.874 Type-2327.670 327.698 2.473 Type-2328.908 328.908 3.325 Type-2
0.165311.305 311.305 1.230 Type-1
0.985 SLB 1 - 41.591 SLB 1 - 4
311.559 311.559 2.038 Type-2311.315 311.401 1.976 Type-1309.198 309.198 1.531 Type-1
306.125 306.125 1.758 Type-2307.162 307.162 1.134 TYPE-5307.193 307.193 1.142 Type-1303.421 303.421 1.272 Type-1303.749 303.749 1.928 Type-1304.317 304.317 1.347 Type-1306.952 306.971 1.101 Type-1
- Type-30.415 SLB 1 - 4
302.048 302.091 1.113 Type-4303.081 303.081 1.109 Type-3302.456 302.603 2.880 Type-3
0.5561.502 SLB 1 - 4
291.893 291.893 2.789 Type-30.490 SLB 1 - 4
291.446 291.446 1.349 Type-1290.47 290.470 2.210291.17 291.322 1.085
293.863 293.863 0.680 TYPE-6292.231 292.231 1.819 TYPE-6
1.640 SLB 1 - 4286.50 286.500 1.463287.28 287.280 0.749290.13 290.130 0.772288.43 288.504 1.784288.88 288.910 1.985290.74 290.735 1.080 TYPE-5290.34 290.341 1.214 TYPE-5
286.61 286.613 1.486
1.418 SLB 1 - 4284.21 284.213 2.392
285.028 285.028 0.979 TYPE-7 - TYPE-7
Structure Details from Km.25+000 to Km.47+000 of Garra - Waraseoni - upto MP/MH Border MDR
Type of
Drawing
Existing Invert LVLProposed
Invert LVL
LVL Diff.
(Outedge of Road
Top - Pipe Top)
283.75 283.750 0.688 TYPE-7
279.839 279.924 1.818279.715 279.739 2.349279.248 279.778 2.612279.991 280.095 2.477
2.0410.692 SLB 1 - 4
278.853 278.961 1.578278.254 278.431 1.891277.842 277.842 1.057 TYPE-7283.145 283.145 1.142 Type-1280.175 280.175 1.048
287.997 287.997 1.525 Type-1295.726 295.726 1.729294.970 295.009 1.887 TYPE-7291.853 291.853 1.217 TYPE-5291.712 291.712 1.608 TYPE-7
SLB 1 - 4 -
287.165 287.307 1.213 TYPE-7286.400 286.790 1.098 TYPE-7286.334 286.652 0.836 TYPE-7287.057 287.279 1.086 TYPE-7287.494 287.517 0.868 TYPE-7
SLB 1 - 4
273.069 273.183 1.609 TYPE-7271.632 271.727 1.632271.444 271.444 1.386
269.463 269.463 1.667276.321 276.321 1.081 Type-1
-
271.658 271.658 1.767 Type-1270.065 270.100 1.299 TYPE-7269.185 269.185 1.298 TYPE-7
265.143 265.143 2.711269.196 269.196 0.992 TYPE-7
265.384 265.384 1.852266.807 266.807 1.485 TYPE-6
