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Strip Plan Details

DEA : DEA UEAP Chamoli

Sub Project : 5119-Pokhri-Gopeshwar Motor Road
Sno. Feature Name Start Chainage
(in km.)
Length (in mtrs.) Progress (in %)
1 Retaining Wall 42.873 12.200 100.00
2 Retaining Wall 42.730 37.950 100.00
3 Retaining Wall 42.983 11.370 100.00
4 Retaining Wall 40.858 26.300 100.00
5 Retaining Wall 43.960 6.000 100.00
6 Retaining Wall 48.475 5.900 100.00
7 Retaining Wall 48.625 12.250 100.00
8 Retaining Wall 49.500 12.100 100.00
9 Retaining Wall 49.825 18.350 100.00
10 Retaining Wall 51.475 10.000 100.00
11 Retaining Wall 42.965 11.200 100.00
12 Retaining Wall 50.250 14.000 100.00
13 Retaining Wall 40.580 15.500 100.00
14 Retaining Wall 42.410 24.000 100.00
15 Retaining Wall 42.840 72.200 100.00
16 Retaining Wall 40.950 6.500 100.00
17 Breast wall 42.730 34.680 100.00
18 Retaining Wall 42.940 6.600 100.00
19 Retaining Wall 43.850 15.550 100.00
20 Retaining Wall 37.940 8.750 100.00
21 Retaining Wall 38.685 19.750 100.00
22 Retaining Wall 39.540 13.250 100.00
23 Retaining Wall 40.381 6.450 100.00
24 Retaining Wall 37.445 13.000 100.00
25 Retaining Wall 42.445 10.200 100.00
26 Retaining Wall 43.673 5.450 100.00
27 Retaining Wall 44.660 16.200 100.00
28 Plum Wall 46.450 16.550 100.00
29 Retaining Wall 40.910 14.600 100.00
30 Retaining Wall 43.930 15.600 100.00
31 Plum Wall 39.130 17.600 100.00
32 Retaining Wall 44.050 10.100 100.00
33 Retaining Wall 42.320 20.300 100.00
34 Retaining Wall 43.348 11.900 100.00
35 Retaining Wall 42.710 20.200 100.00
36 Retaining Wall 54.870 10.200 100.00
37 Retaining Wall 37.490 7.600 100.00
38 Retaining Wall 42.460 16.000 100.00
39 Retaining Wall 39.880 5.680 100.00
40 Retaining Wall 40.370 8.100 100.00
41 Plum Wall 40.810 29.100 100.00
42 Retaining Wall 42.995 5.000 100.00
43 Retaining Wall 43.001 16.500 100.00
44 Retaining Wall 40.040 8.500 100.00
45 Retaining Wall 40.885 11.350 100.00
46 Retaining Wall 45.430 6.350 100.00
47 Retaining Wall 48.200 10.700 100.00
48 Retaining Wall 48.600 10.200 100.00
49 Retaining Wall 56.300 16.000 100.00
50 Breast wall 54.870 3.800 100.00
51 Retaining Wall 47.750 14.200 100.00
52 Retaining Wall 48.850 9.750 100.00
53 Retaining Wall 54.450 8.750 100.00
54 Retaining Wall 59.897 15.000 100.00
55 Retaining Wall 56.660 22.350 100.00
56 Retaining Wall 57.700 8.000 100.00
57 Retaining Wall 57.550 4.030 100.00
58 Retaining Wall 36.900 31.000 100.00
59 Breast wall 40.850 68.000 100.00
60 Retaining Wall 43.413 9.550 100.00
61 Retaining Wall 48.782 11.700 100.00
62 Retaining Wall 48.748 4.100 100.00
63 Breast wall 57.400 34.700 100.00
64 Retaining Wall 57.440 16.200 100.00
65 Retaining Wall 52.300 7.500 100.00
66 Retaining Wall 49.050 8.900 100.00
67 Retaining Wall 53.540 11.500 100.00
68 Retaining Wall 53.800 4.800 100.00
69 Retaining Wall 55.000 8.900 100.00
70 Retaining Wall 53.315 3.750 100.00
71 Retaining Wall 51.293 6.700 100.00
72 Retaining Wall 53.210 7.750 100.00
73 Retaining Wall 55.490 7.700 100.00
74 Retaining Wall 51.245 47.020 100.00
75 Plum Wall 40.010 7.350 100.00
76 Breast wall 55.800 17.000 100.00
77 Retaining Wall 40.470 8.500 100.00
78 Retaining Wall 36.610 3.400 100.00
79 Retaining Wall 58.620 10.350 100.00
80 Retaining Wall 53.500 14.250 100.00
81 Breast wall 51.477 23.050 100.00
82 Retaining Wall 58.640 10.400 100.00
83 Retaining Wall 51.530 24.200 100.00
84 Retaining Wall 36.560 2.000 100.00
85 Retaining Wall 36.530 5.700 100.00
86 Retaining Wall 36.570 3.450 100.00
87 Plum Wall 5.535 5.600 100.00
88 Plum Wall 49.540 16.500 100.00
89 Breast wall 56.260 7.800 100.00
90 Retaining Wall 57.456 21.600 100.00
91 Retaining Wall 48.150 3.700 100.00
92 Retaining Wall 48.059 10.700 100.00
93 Retaining Wall 39.980 3.700 100.00
94 Plum Wall 59.809 5.500 100.00
95 Retaining Wall 54.990 6.000 100.00
96 Breast wall 48.660 10.100 100.00
97 Retaining Wall 36.932 6.900 100.00
98 Breast wall 55.820 8.500 100.00
99 Retaining Wall 44.676 11.700 100.00
100 Retaining Wall 43.327 20.200 100.00
101 Retaining Wall 37.438 6.600 100.00
102 Retaining Wall 40.896 11.600 100.00
103 Causeway 50.725 9.000 100.00
104 Causeway 45.525 10.050 100.00
105 Causeway 37.285 41.300 100.00
106 Causeway 40.595 13.900 100.00
107 Causeway 45.725 9.200 100.00
108 Causeway 49.650 15.750 100.00
109 Causeway 54.790 17.300 100.00
110 Causeway 53.500 25.400 100.00
111 Causeway 43.930 31.600 100.00
112 Causeway 56.660 14.550 100.00
113 Causeway 57.855 36.200 100.00
114 Causeway 43.350 34.400 100.00
115 Causeway 43.650 12.800 100.00
116 Causeway 36.870 15.600 100.00
117 Causeway 42.775 21.170 100.00
118 Causeway 39.070 12.580 100.00
119 Causeway 39.130 15.830 100.00
120 Causeway 39.350 16.560 100.00
121 Causeway 44.040 14.530 100.00
122 Causeway 40.400 16.370 100.00
123 Causeway 46.450 20.660 100.00
124 Causeway 42.970 10.130 100.00
125 Causeway 54.433 17.000 100.00
126 G1 40.800 90.000 100.00
127 G1 42.750 23.000 100.00
128 G1 42.850 70.000 100.00
129 G1 42.920 76.000 100.00
130 G1 51.434 46.000 100.00
131 G1 51.266 34.000 100.00
132 G1 49.976 24.000 100.00
133 G1 50.001 49.000 100.00
134 PCC at Base 40.470 10.000 100.00
135 PCC at Base 42.920 76.000 100.00
136 PCC at Base 51.433 47.000 100.00
137 PCC at Base 51.266 34.000 100.00
138 PCC at Base 51.245 15.000 100.00
139 PCC at Base 49.540 16.000 100.00
140 PCC at Base 59.768 122.000 100.00
141 PCC at Base 49.976 24.000 100.00
142 PCC at Base 50.001 79.000 100.00
143 CC Road 40.470 10.000 100.00
144 CC Road 42.920 76.000 100.00
145 CC Road 51.433 47.000 100.00
146 CC Road 51.266 34.000 100.00
147 CC Road 51.245 15.000 100.00
148 CC Road 49.540 16.000 100.00
149 CC Road 59.768 122.000 100.00
150 CC Road 49.976 24.000 100.00
151 CC Road 50.001 79.000 100.00
152 G2 40.800 90.000 100.00
153 G2 42.750 23.000 100.00
154 G2 42.850 70.000 100.00
155 G2 48.770 60.000 100.00
156 G3 40.800 90.000 100.00
157 G3 42.750 23.000 100.00
158 G3 42.850 70.000 100.00
159 G3 48.770 60.000 100.00
160 G1 50.725 9.000 100.00
161 G1 45.525 10.050 100.00
162 G1 37.285 41.300 100.00
163 G1 40.595 13.900 100.00
164 G1 45.725 9.200 100.00
165 G1 49.650 15.750 100.00
166 G1 54.790 17.300 100.00
167 G1 53.500 25.400 100.00
168 G1 43.945 31.600 100.00
169 G1 56.660 14.550 100.00
170 G1 56.875 22.600 100.00
171 G1 57.855 13.600 100.00
172 G1 43.350 34.400 100.00
173 G1 43.650 12.800 100.00
174 G1 36.870 15.600 100.00
175 G1 42.775 21.170 100.00
176 G1 39.070 12.580 100.00
177 G1 39.130 15.830 100.00
178 G1 39.350 16.560 100.00
179 G1 44.040 14.530 100.00
180 G1 40.400 16.370 100.00
181 G1 46.450 20.660 100.00
182 G1 54.433 17.000 100.00
183 PCC at Base 50.725 9.000 100.00
184 PCC at Base 45.525 10.050 100.00
185 PCC at Base 37.285 41.300 100.00
186 PCC at Base 40.595 13.900 100.00
187 PCC at Base 45.725 9.200 100.00
188 PCC at Base 49.650 15.750 100.00
189 PCC at Base 54.790 17.300 100.00
190 PCC at Base 53.500 25.400 100.00
191 PCC at Base 43.930 31.600 100.00
192 PCC at Base 56.660 14.550 100.00
193 PCC at Base 56.875 22.600 100.00
194 PCC at Base 57.855 13.600 100.00
195 PCC at Base 43.350 34.400 100.00
196 PCC at Base 43.650 12.800 100.00
197 PCC at Base 36.870 15.600 100.00
198 PCC at Base 42.775 21.170 100.00
199 PCC at Base 39.070 12.580 100.00
200 PCC at Base 39.130 15.830 100.00
201 PCC at Base 39.350 16.560 100.00
202 PCC at Base 44.040 14.530 100.00
203 PCC at Base 40.400 16.370 100.00
204 PCC at Base 46.450 20.660 100.00
205 PCC at Base 54.433 17.000 100.00
206 BM 42.695 78.000 100.00
207 BM 42.800 120.000 100.00
208 BM 42.130 39.000 100.00
209 BM 37.500 28.000 100.00
210 BM 40.800 90.000 100.00
211 BM 41.858 42.000 100.00
212 BM 48.240 54.000 100.00
213 BM 48.350 176.000 100.00
214 BM 48.530 145.000 100.00
215 BM 48.720 190.000 100.00
216 SDBC 42.050 440.000 100.00
217 SDBC 40.694 306.000 100.00
218 SDBC 41.001 999.000 100.00
219 SDBC 42.001 49.000 100.00
220 SDBC 37.480 420.000 100.00
221 SDBC 39.740 245.000 100.00
222 SDBC 40.560 99.000 100.00
223 SDBC 42.695 78.000 100.00
224 SDBC 42.800 120.000 100.00
225 SDBC 48.240 54.000 100.00
226 SDBC 48.350 321.000 100.00
227 SDBC 48.720 190.000 100.00
228 SDBC 42.491 170.000 100.00
229 Parapet 56.260 4.000 100.00
230 Crush Barrier 36.140 24.000 100.00
231 Crush Barrier 36.190 12.000 100.00
232 Crush Barrier 36.715 12.000 100.00
233 Crush Barrier 36.912 12.000 100.00
234 Crush Barrier 37.215 12.000 100.00
235 Crush Barrier 38.065 24.000 100.00
236 Crush Barrier 39.575 24.000 100.00
237 Crush Barrier 44.315 28.000 100.00
238 Crush Barrier 44.490 20.000 100.00
239 Crush Barrier 45.070 28.000 100.00
240 Crush Barrier 46.500 72.000 100.00
241 Crush Barrier 46.830 20.000 100.00
242 Crush Barrier 45.215 28.000 100.00
243 Crush Barrier 47.275 20.000 100.00
244 Crush Barrier 47.315 20.000 100.00
245 Crush Barrier 49.475 12.000 100.00
246 Crush Barrier 53.685 20.000 100.00
247 Crush Barrier 55.400 20.000 100.00
248 Crush Barrier 56.290 20.000 100.00
249 Crush Barrier 56.435 24.000 100.00
250 Crush Barrier 58.900 28.000 100.00
251 Pucca drain 46.245 110.000 100.00
252 Pucca drain 46.096 149.000 100.00
253 Pucca drain 55.900 70.000 100.00
254 Pucca drain 57.375 90.000 100.00
255 Pucca drain 57.465 13.000 100.00
Total Number of Features: 255