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Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727...

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PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report Andhra Pradesh Road Development Corporation 1 of 37 Vol. IV: EIA October 2008 Annexure 2.2: Embankment Details Sl. No. Chainage (m) Embankment Height (m) Sl. No. Chainage (m) Embankment Height (m) LHS RHS LHS RHS 1 150 -0.468 -0.084 2016 102150 0.359 0.936 2 250 -0.419 0.446 2017 102200 0.432 0.639 3 300 -0.319 0.581 2018 102250 0.749 0.494 4 350 0.419 0.725 2019 102300 0.01 0.819 5 400 1.972 0.713 2020 102350 0.381 0.624 6 450 1.145 1.145 2021 102400 1.096 0.882 7 500 1.457 1.457 2022 102450 1.039 0.739 8 550 0.626 0.739 2023 102500 0.803 0.773 9 600 0.716 0.571 2024 102550 0.454 0.613 10 650 0.765 0.405 2025 102600 0.77 0.53 11 700 0.892 0.461 2026 102650 0.455 0.405 12 750 1.023 0.449 2027 102700 0.41 0.482 13 800 0.745 0.5 2028 102750 0.808 0.689 14 850 0.864 0.295 2029 102800 0.791 0.806 15 900 1.042 0.318 2030 102850 0.899 0.874 16 950 1.125 0.309 2031 102900 1.137 0.917 17 1000 1.205 0.411 2032 102950 0.719 0.929 18 1050 1.3 0.601 2033 103000 0.568 0.55 19 1100 1.822 1.139 2034 103050 1.345 0.827 20 1150 1.477 0.581 2035 103100 0.621 0.988 21 1200 1.538 0.613 2036 103150 0.597 0.897 22 1250 1.291 0.602 2037 103200 0.181 0.564 23 1300 1.092 0.576 2038 103250 0.63 0.564 24 1350 1.111 0.635 2039 103300 0.649 0.815 25 1400 1.326 1.034 2040 103350 0.388 0.655 26 1450 0.725 0.734 2041 103400 0.809 0.239 27 1500 1.198 0.602 2042 103450 0.625 0.097 28 1550 1.283 0.415 2043 103500 0.734 0.741 29 1600 1.08 0.781 2044 103550 0.685 0.539 30 1650 1.265 0.677 2045 103600 1.047 0.641 31 1700 1.105 0.299 2046 103650 0.713 0.368 32 1750 1.062 0.517 2047 103700 0.483 0.516 33 1800 1.236 0.686 2048 103750 0.6 0.77 34 1850 1.181 0.95 2049 103800 0.568 0.659 35 1900 1.021 0.64 2050 103850 0.578 0.965 36 1950 0.622 0.742 2051 103900 0.191 0.174 37 2000 1.166 0.488 2052 103950 0.525 0.29 38 2050 0.91 0.48 2053 104000 0.459 0.367 39 2100 1.3 1.441 2054 104050 0.93 0.637 40 2150 0.794 0.597 2055 104100 0.636 0.28 41 2200 0.555 0.676 2056 104150 0.895 0.23 42 2250 0.66 0.571 2057 104200 0.499 0.63 43 2300 0.823 0.88 2058 104250 0.698 0.66 44 2350 0.542 0.729 2059 104300 0.788 0.684 45 2400 0.68 0.553 2060 104350 0.64 0.511 46 2450 0.837 0.473 2061 104400 0.768 0.391 47 2500 0.693 0.229 2062 104450 0.817 0.569 48 2550 1.026 0.457 2063 104500 0.463 0.932 49 2600 0.903 0.636 2064 104550 0.702 0.702 50 2650 0.229 0.685 2065 104600 0.099 0.618 51 2700 1.141 0.645 2066 104650 0.547 0.877 52 2750 1.067 0.421 2067 104700 0.424 1.036
Transcript
Page 1: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 1 of 37Vol. IV: EIA

October 2008

Annexure 2.2: Embankment Details

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1 150 -0.468 -0.084 2016 102150 0.359 0.936

2 250 -0.419 0.446 2017 102200 0.432 0.639

3 300 -0.319 0.581 2018 102250 0.749 0.494

4 350 0.419 0.725 2019 102300 0.01 0.819

5 400 1.972 0.713 2020 102350 0.381 0.624

6 450 1.145 1.145 2021 102400 1.096 0.882

7 500 1.457 1.457 2022 102450 1.039 0.739

8 550 0.626 0.739 2023 102500 0.803 0.773

9 600 0.716 0.571 2024 102550 0.454 0.613

10 650 0.765 0.405 2025 102600 0.77 0.53

11 700 0.892 0.461 2026 102650 0.455 0.405

12 750 1.023 0.449 2027 102700 0.41 0.482

13 800 0.745 0.5 2028 102750 0.808 0.689

14 850 0.864 0.295 2029 102800 0.791 0.806

15 900 1.042 0.318 2030 102850 0.899 0.874

16 950 1.125 0.309 2031 102900 1.137 0.917

17 1000 1.205 0.411 2032 102950 0.719 0.929

18 1050 1.3 0.601 2033 103000 0.568 0.55

19 1100 1.822 1.139 2034 103050 1.345 0.827

20 1150 1.477 0.581 2035 103100 0.621 0.988

21 1200 1.538 0.613 2036 103150 0.597 0.897

22 1250 1.291 0.602 2037 103200 0.181 0.564

23 1300 1.092 0.576 2038 103250 0.63 0.564

24 1350 1.111 0.635 2039 103300 0.649 0.815

25 1400 1.326 1.034 2040 103350 0.388 0.655

26 1450 0.725 0.734 2041 103400 0.809 0.239

27 1500 1.198 0.602 2042 103450 0.625 0.097

28 1550 1.283 0.415 2043 103500 0.734 0.741

29 1600 1.08 0.781 2044 103550 0.685 0.539

30 1650 1.265 0.677 2045 103600 1.047 0.641

31 1700 1.105 0.299 2046 103650 0.713 0.368

32 1750 1.062 0.517 2047 103700 0.483 0.516

33 1800 1.236 0.686 2048 103750 0.6 0.77

34 1850 1.181 0.95 2049 103800 0.568 0.659

35 1900 1.021 0.64 2050 103850 0.578 0.965

36 1950 0.622 0.742 2051 103900 0.191 0.174

37 2000 1.166 0.488 2052 103950 0.525 0.29

38 2050 0.91 0.48 2053 104000 0.459 0.367

39 2100 1.3 1.441 2054 104050 0.93 0.637

40 2150 0.794 0.597 2055 104100 0.636 0.28

41 2200 0.555 0.676 2056 104150 0.895 0.23

42 2250 0.66 0.571 2057 104200 0.499 0.63

43 2300 0.823 0.88 2058 104250 0.698 0.66

44 2350 0.542 0.729 2059 104300 0.788 0.684

45 2400 0.68 0.553 2060 104350 0.64 0.511

46 2450 0.837 0.473 2061 104400 0.768 0.391

47 2500 0.693 0.229 2062 104450 0.817 0.569

48 2550 1.026 0.457 2063 104500 0.463 0.932

49 2600 0.903 0.636 2064 104550 0.702 0.702

50 2650 0.229 0.685 2065 104600 0.099 0.618

51 2700 1.141 0.645 2066 104650 0.547 0.877

52 2750 1.067 0.421 2067 104700 0.424 1.036

Page 2: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 2 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

53 2800 1.347 1.137 2068 104750 0.862 1.14

54 2850 1.358 0.557 2069 104800 0.55 0.944

55 2900 1.301 0.717 2070 104850 0.499 0.853

56 2950 1.065 0.561 2071 104900 0.414 0.355

57 3000 0.906 0.706 2072 104950 0.618 0.155

58 3050 0.343 0.927 2073 105000 0.756 0.66

59 3100 1.312 1.049 2074 105050 0.637 0.191

60 3150 1.12 1.122 2075 105100 0.514 0.417

61 3200 1.035 0.539 2076 105150 0.543 0.487

62 3250 1.155 0.65 2077 105200 0.606 0.659

63 3300 0.831 0.674 2078 105250 0.124 0.456

64 3350 0.882 0.517 2079 105300 0.149 0.783

65 3400 1.542 0.373 2080 105350 0.133 0.504

66 3450 1.251 0.83 2081 105400 0.392 0.521

67 3500 1.199 1.164 2082 105450 0.513 1.179

68 3550 0.86 0.86 2083 105500 0.806 1.342

69 3600 1.3 1.3 2084 105550 0.803 0.993

70 3650 1.436 1.436 2085 105600 0.786 0.724

71 3700 1.27 1.27 2086 105650 0.762 0.591

72 3750 0.932 0.49 2087 105700 0.531 0.549

73 3800 0.968 0.534 2088 105750 0.649 0.71

74 3850 0.732 0.917 2089 105800 0.353 0.399

75 3900 0.981 0.939 2090 105850 0.406 0.347

76 3950 1.423 0.599 2091 105900 0.333 0.357

77 4000 0.988 0.66 2092 105950 0.462 0.541

78 4050 1.189 0.582 2093 106000 0.48 0.472

79 4100 1.355 1.021 2094 106050 0.44 0.503

80 4150 0.916 1.213 2095 106100 0.4 0.534

81 4200 0.955 1.182 2096 106150 0.472 0.464

82 4250 1.139 0.662 2097 106200 0.415 0.409

83 4300 1.143 0.622 2098 106250 0.282 0.37

84 4350 0.873 0.253 2099 106300 0.297 0.483

85 4400 1.436 0.291 2100 106350 0.206 0.476

86 4450 0.633 0.609 2101 106400 0.571 0.436

87 4500 0.492 0.138 2102 106450 0.586 0.627

88 4550 0.264 0.039 2103 106500 0.575 0.774

89 4600 0.05 -0.283 2104 106550 0.903 0.352

90 4650 -0.073 0.297 2105 106600 0.99 0.788

91 4700 0.946 0.122 2106 106650 0.452 0.411

92 4750 0.629 0.321 2107 106700 0.381 0.331

93 4800 0.469 0.243 2108 106750 0.42 0.351

94 4850 0.343 0.41 2109 106800 0.423 0.323

95 4900 0.483 0.448 2110 106850 0.4 0.273

96 4950 0.533 1.002 2111 106900 0.213 0.312

97 5000 0.453 0.135 2112 106950 0.308 0.308

98 5050 0.72 0.375 2113 107000 0.157 0.322

99 5100 1.094 0.343 2114 107050 0.731 0.456

100 5150 0.994 0.261 2115 107100 0.293 0.312

101 5200 0.289 -0.052 2116 107150 0.659 0.659

102 5250 0.675 -0.408 2117 107200 0.472 0.472

103 5300 0.835 0.024 2118 107250 0.749 0.749

104 5350 1.236 0.232 2119 107300 0.608 1.965

105 5400 1.521 -0.293 2120 107350 1.046 0.731

106 5450 1.116 -0.234 2121 107400 0.738 0.634

107 5500 1.221 -0.106 2122 107450 0.719 0.607

Page 3: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 3 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

108 5550 1.176 0.173 2123 107500 0.321 0.985

109 5600 0.991 0.503 2124 107550 0.414 1.201

110 5650 1.076 0.684 2125 107600 0.194 0.652

111 5700 0.863 0.707 2126 107650 0.113 0.599

112 5750 1.143 0.394 2127 107700 0.008 0.848

113 5800 0.932 0.435 2128 107750 0.287 0.745

114 5850 0.87 0.025 2129 107800 0.473 0.296

115 5900 0.825 0.084 2130 107850 0.58 0.485

116 5950 0.784 1.952 2131 107900 0.939 0.717

117 6000 1.09 0.685 2132 107950 0.91 0.598

118 6050 1.404 1.62 2133 108000 0.8 0.776

119 6100 0.96 1.415 2134 108050 0.661 0.745

120 6150 1.756 1.424 2135 108100 0.728 0.55

121 6200 1.783 1.355 2136 108150 0.798 0.578

122 6250 1.614 0.835 2137 108200 1.621 1.062

123 6300 1.603 1.049 2138 108250 1.511 1.037

124 6350 1.412 0.701 2139 108300 1.6 1.438

125 6400 0.853 0.903 2140 108350 1.236 1.458

126 6450 1.465 0.487 2141 108400 2.159 2.665

127 6500 0.824 0.209 2142 108450 1.703 1.27

128 6550 0.937 -0.123 2143 108500 0.787 1.795

129 6600 0.952 0.308 2144 108550 0.943 1.219

130 6650 0.727 -0.164 2145 108600 1.58 0.707

131 6700 0.407 0.301 2146 108650 1.078 0.857

132 6750 -0.007 0.646 2147 108700 0.909 0.87

133 6800 0.12 0.495 2148 108750 0.81 0.715

134 6850 0.128 0.672 2149 108800 0.445 0.27

135 6900 1.223 0.544 2150 108850 0.986 0.775

136 6950 0.305 0.53 2151 108900 0.91 0.846

137 7000 0.66 0.796 2152 108950 0.868 0.834

138 7050 0.759 0.453 2153 109000 1.03 0.993

139 7100 -0.057 0.434 2154 109050 1.28 0.716

140 7150 0.736 0.448 2155 109100 0.658 0.264

141 7200 0.554 0.562 2156 109150 0.721 0.672

142 7250 0.469 0.829 2157 109200 0.938 1.059

143 7300 0.709 0.805 2158 109250 1.329 0.462

144 7350 1.331 0.827 2159 109300 1.322 1.009

145 7400 1.604 0.942 2160 109350 1.18 1.249

146 7450 1.767 0.965 2161 109400 0.821 1.62

147 7500 1.506 0.905 2162 109450 0.782 1.451

148 7550 2.084 1.573 2163 109500 0.86 0.906

149 7600 1.493 1.108 2164 109550 0.946 0.938

150 7650 1.204 0.623 2165 109600 0.812 0.933

151 7700 1.054 0.383 2166 109650 0.721 1.013

152 7750 1.16 0.429 2167 109700 0.959 0.271

153 7800 1.523 1.098 2168 109750 1.089 0.35

154 7850 1.242 1.272 2169 109800 1.455 0.542

155 7900 1.445 1.066 2170 109850 1.497 0.7

156 7950 0.51 1.153 2171 109900 1.561 0.84

157 8000 0.356 1.173 2172 109950 1.081 0.868

158 8050 0.927 0.798 2173 110000 1.093 1.092

159 8100 0.374 0.858 2174 110050 0.456 0.723

160 8150 0.788 0.802 2175 110100 2.713 1.905

161 8200 0.674 0.294 2176 110150 1.914 2.36

162 8250 1.148 0.936 2177 110200 1.652 1.145

Page 4: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 4 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

163 8300 -0.169 1.252 2178 110250 0.9 1.009

164 8350 1.563 1.245 2179 110300 1.005 1.857

165 8400 1.114 1.148 2180 110350 1.212 2.742

166 8450 1.022 1.407 2181 110400 1.113 2.17

167 8500 0.684 0.684 2182 110450 1.105 1.383

168 8550 1.424 1.424 2183 110500 1.113 1.092

169 8600 1.361 1.361 2184 110550 1.309 1.247

170 8650 1.085 1.264 2185 110600 1.348 1.348

171 8700 1.378 1.179 2186 110650 1.59 1.59

172 8750 1.294 1.175 2187 110700 1.796 1.796

173 8800 1.277 1.307 2188 110750 1.808 1.915

174 8850 1.084 1.038 2189 110800 1.669 1.669

175 8900 0.484 0.888 2190 110850 0.907 1.18

176 8950 1.047 0.89 2191 110900 0.748 0.426

177 9000 0.983 1.153 2192 110950 0.751 1.083

178 9050 1.305 1.343 2193 111000 0.679 0.679

179 9100 1.068 1.641 2194 111050 0.807 0.921

180 9150 0.519 1.243 2195 111100 0.878 0.831

181 9200 1.041 0.946 2196 111150 0.546 0.778

182 9250 1.363 1.173 2197 111200 0.799 0.963

183 9300 1.553 1.433 2198 111250 0.727 0.727

184 9350 1.303 0.995 2199 111300 -0.038 0.714

185 9400 1.9 1.23 2200 111350 0.891 0.798

186 9450 1.561 1.198 2201 111400 0.731 0.736

187 9500 1.07 0.787 2202 111450 1.017 0.416

188 9550 0.235 0.792 2203 111500 1.365 0.796

189 9600 1.005 0.487 2204 111550 1.944 1.342

190 9650 1.11 0.419 2205 111600 2.244 1.548

191 9700 0.897 0.252 2206 111650 1.05 1.331

192 9750 0.83 1.017 2207 111700 0.621 2.129

193 9800 1.02 0.762 2208 111750 2.673 1.421

194 9850 1.058 0.687 2209 111800 1.396 1.482

195 9900 1.774 0.9 2210 111850 1.098 1.139

196 9950 1.23 1.077 2211 111900 1.169 0.77

197 10000 0.628 0.958 2212 111950 0.909 0.928

198 10050 0.58 0.945 2213 112000 1.004 0.942

199 10100 0.95 0.774 2214 112050 1.013 0.796

200 10150 1.28 0.659 2215 112100 1.125 0.915

201 10200 1.559 0.609 2216 112150 1.303 1.07

202 10250 1.189 0.937 2217 112200 0.868 0.324

203 10300 1.316 1.005 2218 112250 1.689 0.909

204 10350 1.337 0.973 2219 112300 0.983 1.063

205 10400 1.766 0.893 2220 112350 0.841 0.687

206 10450 1.453 0.665 2221 112400 1.229 0.895

207 10500 1.185 0.418 2222 112450 0.825 0.876

208 10550 0.9 0.091 2223 112500 1.11 0.676

209 10600 0.813 0.331 2224 112550 0.986 0.583

210 10650 0.604 0.52 2225 112600 0.372 0.538

211 10700 0.78 -0.012 2226 112650 0.874 0.678

212 10750 0.931 0.331 2227 112700 0.807 0.496

213 10800 1.107 0.569 2228 112750 0.789 0.181

214 10850 1.133 0.371 2229 112800 0.674 0.503

215 10900 1.07 0.825 2230 112850 0.725 0.631

216 10950 1.236 0.493 2231 112900 0.743 0.621

217 11000 1.343 0.696 2232 112950 0.56 1.065

Page 5: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 5 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

218 11050 1.163 0.619 2233 113000 0.5 1.16

219 11100 0.987 0.805 2234 113050 1.221 1.159

220 11150 0.906 0.721 2235 113100 0.601 1.122

221 11200 1.27 0.793 2236 113150 0.765 0.868

222 11250 1.022 0.483 2237 113200 0.957 0.727

223 11300 0.83 0.571 2238 113250 0.714 1.047

224 11350 0.929 0.703 2239 113300 0.718 0.918

225 11400 1.114 1.121 2240 113350 0.969 0.475

226 11450 1.214 1.045 2241 113400 0.832 0.668

227 11500 1.517 1.47 2242 113450 0.692 0.83

228 11550 1.313 1.111 2243 113500 0.844 0.697

229 11600 1.364 0.73 2244 113550 0.774 0.496

230 11650 1.295 1.073 2245 113600 0.83 0.922

231 11700 1.397 1.397 2246 113650 0.876 0.993

232 11750 1.314 0.7 2247 113700 0.667 0.437

233 11800 1.809 1.019 2248 113750 0.666 0.666

234 11850 1.202 0.769 2249 113800 0.767 1.214

235 11900 0.85 0.498 2250 116600 0.609 0.823

236 11950 0.858 0.43 2251 116650 0.433 1.364

237 12000 0.584 0.342 2252 116700 0.696 1.138

238 12050 0.441 0.306 2253 116750 0.8 0.627

239 12100 0.132 0.386 2254 116800 0.536 1.034

240 12150 0.226 0.625 2255 116850 0.293 0.757

241 12200 -0.426 0.057 2256 116900 0.33 0.597

242 12250 0.26 0.601 2257 116950 0.343 0.898

243 12300 0.733 0.471 2258 117000 0.359 0.55

244 12350 0.097 -0.004 2259 117050 0.678 0.638

245 12400 -0.159 0.092 2260 117100 0.86 0.612

246 12450 0.349 0.755 2261 117150 0.891 0.535

247 12500 0.628 0.954 2262 117200 0.918 0.627

248 12550 0.977 0.612 2263 117250 0.894 0.583

249 12600 0.938 0.979 2264 117300 0.894 0.383

250 12650 0.707 1.227 2265 117350 0.79 0.33

251 12700 -0.041 1.238 2266 117400 0.839 0.085

252 12750 0.17 0.768 2267 117450 0.502 -0.362

253 12800 -0.027 1.031 2268 117500 0.764 0.373

254 12850 0.142 -0.184 2269 117550 0.778 0.509

255 12900 0.275 0.322 2270 117600 0.558 0.25

256 12950 0.34 0.489 2271 117650 0.628 0.187

257 13000 0.964 0.774 2272 117700 0.262 -0.035

258 13050 0.778 0.085 2273 117750 0.344 0.1

259 13100 0.581 -0.019 2274 117800 0.298 0.053

260 13150 1.011 0.688 2275 117850 0.391 0.415

261 13200 0.886 0.514 2276 117900 0.671 0.483

262 13250 0.473 -0.264 2277 117950 0.744 0.693

263 13300 0.561 0.592 2278 118000 0.702 1.105

264 13350 0.756 0.552 2279 118050 0.484 0.812

265 13400 0.612 0.636 2280 118100 0.582 0.893

266 13450 0.129 1.172 2281 118150 -0.239 0.899

267 13500 0.107 0.107 2282 118200 0.692 0.974

268 13550 0.738 0.778 2283 118250 0.38 1.283

269 13600 0.854 0.85 2284 118300 0.699 1.025

270 13650 0.885 1.003 2285 118350 1.188 0.657

271 13700 0.245 0.827 2286 118400 1.382 0.763

272 13750 1.025 0.85 2287 118450 0.764 1

Page 6: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 6 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

273 13800 0.102 1.464 2288 118500 0.877 0.877

274 13850 0.444 0.429 2289 118550 0.576 0.576

275 13900 0.428 0.307 2290 118600 0.793 0.586

276 13950 0.634 0.342 2291 118650 0.582 0.79

277 14000 1.15 0.755 2292 118700 0.689 0.836

278 14050 1.182 0.837 2293 118750 0.936 0.944

279 14100 1.514 1.32 2294 118800 0.908 0.829

280 14150 1.373 1.37 2295 118850 0.629 0.433

281 14200 1.052 1.7 2296 118900 0.457 0.672

282 14250 1.166 1.854 2297 118950 0.798 0.697

283 14300 0.818 0.818 2298 119000 0.353 0.811

284 14350 0.411 1.08 2299 119050 0.552 1.104

285 14400 0.855 1.415 2300 119100 0.858 0.567

286 14450 1.302 1.656 2301 119150 0.725 0.62

287 14500 1.73 0.725 2302 119200 0.623 0.452

288 14550 1.601 1.398 2303 119250 0.313 0.368

289 14600 1.5 1.476 2304 119300 0.293 0.284

290 14650 1.315 1.354 2305 119350 0.371 0.452

291 14700 1.47 1.231 2306 119400 0.703 0.585

292 14750 1.223 1.111 2307 119450 0.693 0.789

293 14800 0.634 0.816 2308 119500 0.665 1.159

294 14850 0.236 0.959 2309 119550 0.495 0.74

295 14900 0.596 1.124 2310 119600 0.554 0.409

296 14950 1.605 2.058 2311 119650 0.771 1.058

297 15000 0.89 1.097 2312 119700 0.859 1.331

298 15050 1.312 1.504 2313 119750 0.953 0.931

299 15100 1.087 0.449 2314 119800 1.107 0.88

300 15150 0.921 1.39 2315 119850 1.148 0.824

301 15200 1.029 1.127 2316 119900 0.996 0.835

302 15250 1.333 1.289 2317 119950 0.977 0.917

303 15300 1.039 0.877 2318 120000 0.887 0.548

304 15350 0.884 1.136 2319 120050 0.691 0.583

305 15400 0.35 1.468 2320 120100 0.655 0.522

306 15450 1.196 1.049 2321 120150 0.531 0.621

307 15500 0.721 1.65 2322 120200 0.507 0.869

308 15550 0.688 0.79 2323 120250 0.583 0.655

309 15600 0.749 1.094 2324 120300 0.621 0.731

310 15650 1.122 1.257 2325 120350 0.651 0.951

311 15700 0.326 1.094 2326 120400 0.728 0.892

312 15750 0.216 1.571 2327 120450 0.776 0.737

313 15800 1.041 0.771 2328 120500 0.538 0.882

314 15850 0.377 0.652 2329 120550 0.482 0.802

315 15900 0.22 0.423 2330 120600 0.462 0.364

316 15950 0.35 1.03 2331 120650 0.419 0.39

317 16000 0.7 1.2 2332 120700 0.475 0.142

318 16050 0.964 1.01 2333 120750 0.253 0.163

319 16100 0.959 1.194 2334 120800 0.111 0.277

320 16150 0.99 1.143 2335 120850 -0.015 0.106

321 16200 0.516 0.981 2336 120900 0.235 0.225

322 16250 0.757 0.622 2337 126800 0.109 0.321

323 16300 0.722 0.855 2338 126850 0.512 0.34

324 16350 0.688 1.155 2339 126900 1.197 0.054

325 16400 1.36 1.36 2340 126950 1.525 0.561

326 16450 1.289 1.289 2341 127000 1.06 0.558

327 16500 0.981 0.981 2342 127050 0.739 0.227

Page 7: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 7 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

328 16550 1.301 1.405 2343 127100 0.523 0.292

329 16600 1.727 1.727 2344 127150 0.397 0.482

330 16650 0.768 0.796 2345 127200 0.507 0.398

331 16700 0.66 0.323 2346 127250 0.511 0.224

332 16750 0.682 1.025 2347 127300 0.58 0.122

333 16800 0.612 0.916 2348 127350 0.263 0.363

334 16850 1.345 1.345 2349 127400 0.575 0.575

335 16900 1.31 1.06 2350 127450 -0.134 1.06

336 16950 2.104 1.889 2351 127500 0.313 1.138

337 17000 1.993 1.399 2352 127525 1.148 0.348

338 17050 2.231 1.251 2353 127550 0.498 0.141

339 17100 1.867 1.867 2354 127600 1.222 0.463

340 17150 0.824 1.315 2355 127650 1.131 0.476

341 17200 0.96 1.684 2356 127700 1.077 0.409

342 17250 0.702 1.677 2357 127750 1.094 0.302

343 17300 0.679 1.091 2358 127800 1.051 0.4

344 17350 0.39 1.465 2359 127850 1.255 0.903

345 17400 0.69 1.46 2360 127900 1.114 0.833

346 17450 1.01 1.771 2361 127950 0.985 1.059

347 17500 1.213 1.724 2362 128000 0.783 0.551

348 17550 1.552 1.722 2363 128050 0.44 -0.033

349 17600 1.567 1.771 2364 128100 0.425 0.159

350 17650 0.88 1.285 2365 128150 0.431 0.401

351 17700 0.615 0.992 2366 128200 0.525 0.533

352 17750 0.55 1.19 2367 128250 0.775 0.61

353 17800 0.427 0.964 2368 128300 0.88 0.511

354 17850 0.067 0.607 2369 128350 0.737 0.297

355 17900 0.384 0.926 2370 128400 0.434 0.516

356 17950 0.422 0.524 2371 128450 0.902 0.486

357 18000 0.493 0.61 2372 128500 0.909 1.022

358 18050 0.252 0.56 2373 128550 0.531 0.854

359 18100 0.104 0.104 2374 128600 0.891 0.823

360 18150 1.51 0.38 2375 128650 0.731 0.761

361 18200 0.942 0.472 2376 128700 0.445 0.445

362 18250 0.265 0.468 2377 128750 0.294 0.294

363 18300 0.506 0.493 2378 128800 0.18 0.18

364 18350 0.819 0.625 2379 128850 0.3 0.3

365 18400 0.918 0.32 2380 128900 0.401 0.401

366 18450 1.137 0.788 2381 128950 0.37 0.593

367 18500 1.28 0.651 2382 129000 0.651 0.286

368 18550 1.462 0.697 2383 129050 0.794 0.09

369 18600 1.546 0.756 2384 129100 0.718 0.244

370 18650 1.473 0.957 2385 129150 0.877 0.756

371 18700 1.739 1.262 2386 129200 0.86 0.948

372 18750 0.966 1.032 2387 129250 1.004 0.765

373 18800 1.032 0.861 2388 129300 1.088 0.445

374 18850 0.966 0.668 2389 129350 1.144 1.101

375 18900 0.738 0.457 2390 129400 1.019 2.704

376 18950 1.083 0.122 2391 129450 0.896 1.549

377 19000 1.025 0.309 2392 129500 2.522 2.522

378 19050 0.485 0.462 2393 129550 0.649 1.592

379 19200 0.136 0.136 2394 129600 0.948 1.605

380 19100 0.618 0.618 2395 129650 1.588 0.98

381 19150 0.456 0.456 2396 129700 0.792 0.792

382 19200 0.333 0.333 2397 129750 0.824 0.824

Page 8: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 8 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

383 19250 0.663 0.518 2398 129800 0.472 0.472

384 19300 0.808 0.553 2399 129850 0.035 0.035

385 19350 0.655 0.565 2400 129900 0.32 0.32

386 19400 0.293 0.669 2401 129950 0.415 0.415

387 19450 1.217 0.538 2402 130000 0.376 0.376

388 19500 0.849 0.734 2403 130100 0.157 0.091

389 19550 0.626 0.739 2404 130125 -0.104 0.042

390 19600 0.807 0.808 2405 130150 -0.07 0.528

391 19650 0.902 0.8 2406 130300 0.556 0.556

392 19700 1.009 0.839 2407 130350 0.133 0.133

393 19750 0.763 0.871 2408 130400 0.407 0.407

394 19800 0.985 0.588 2409 130450 -1.175 0.674

395 19850 1.043 1.043 2410 130500 0.251 0.251

396 19900 0.97 0.97 2411 130650 0.792 0.792

397 19950 1.119 0.484 2412 130700 1.398 1.398

398 20050 0.474 0.474 2413 130750 1.114 1.114

399 20100 0.215 0.215 2414 130800 0.952 0.952

400 20000 0.869 0.869 2415 130850 1.05 1.05

401 20050 1.188 1.188 2416 130900 0.909 0.909

402 20100 1.123 1.123 2417 130950 1.111 1.111

403 20150 0.924 0.312 2418 131000 0.943 1.262

404 20200 0.461 0.356 2419 131050 0.88 0.833

405 20250 0.786 0.067 2420 131100 0.861 0.907

406 20300 0.1 0.564 2421 131150 0.784 0.949

407 20350 0.249 0.616 2422 131200 0.816 0.816

408 20400 1.044 0.743 2423 131250 0.988 0.988

409 20450 1.464 1.277 2424 131300 0.743 0.647

410 20500 1.52 1.869 2425 131350 0.519 0.464

411 20550 1.44 2.545 2426 131400 0.779 0.667

412 20600 1.346 1.815 2427 131450 0.915 1.232

413 20650 1.687 1.359 2428 131500 0.927 0.927

414 20700 1.545 1.694 2429 131550 0.989 0.989

415 20750 1.176 0.785 2430 131600 0.75 0.75

416 20800 0.899 1.218 2431 131650 0.754 0.754

417 20850 0.806 0.839 2432 131700 0.614 0.614

418 20900 0.759 1.285 2433 131750 0.698 0.919

419 20950 0.717 0.924 2434 131800 0.694 0.86

420 21000 0.448 0.858 2435 131850 0.352 0.706

421 21050 0.602 0.822 2436 131900 0.131 0.632

422 21100 0.552 0.927 2437 131950 -0.356 0.433

423 21150 0.977 0.983 2438 132000 0.469 0.469

424 21200 0.689 1.089 2439 132050 0.571 0.571

425 21250 0.994 1.269 2440 132100 0.259 0.259

426 21300 0.566 0.791 2441 132150 1.147 1.147

427 21350 0.495 0.261 2442 132200 1.31 1.31

428 21400 0.573 0.424 2443 132250 0.178 1.168

429 21450 0.591 0.581 2444 132300 0.425 1.178

430 21500 0.513 0.327 2445 132350 0.364 0.741

431 21550 0.77 0.641 2446 132400 0.314 0.648

432 21600 0.862 0.662 2447 132450 0.487 0.861

433 21650 1.294 0.603 2448 132500 0.764 0.625

434 21700 1.202 0.646 2449 132550 0.37 0.529

435 21750 1.059 0.843 2450 132600 0.378 0.45

436 21800 1.202 0.815 2451 132650 0.547 1.054

437 21850 1.085 1.044 2452 132700 0.393 0.469

Page 9: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 9 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

438 21900 1.118 0.869 2453 132750 0.372 0.904

439 21950 0.91 0.649 2454 132800 0.201 0.849

440 22000 1.328 0.866 2455 132850 0.112 0.836

441 22050 1.011 0.832 2456 132900 0.303 0.684

442 22100 1.096 0.506 2457 132950 0.619 0.727

443 22150 0.908 0.644 2458 133000 0.795 0.907

444 22200 1.076 0.827 2459 133050 0.807 1.091

445 22250 0.966 1.116 2460 133100 0.527 1.2

446 22300 0.95 1.14 2461 133150 0.412 1.172

447 22350 1.369 1.359 2462 133200 0.726 0.726

448 22400 1.309 1.112 2463 133250 0.599 0.737

449 22450 0.918 0.992 2464 133300 0.587 0.541

450 22500 0.792 0.915 2465 133350 0.859 0.466

451 22550 1.255 1.028 2466 133400 0.904 0.591

452 22600 1.229 1.168 2467 133450 0.864 0.564

453 22650 1.298 0.833 2468 133500 1.357 1.357

454 22700 1.423 1.197 2469 133550 1.366 1.366

455 22750 1.473 1.518 2470 133600 1.931 1.931

456 22800 1.329 0.981 2471 133650 1.829 1.829

457 22850 1.143 1.096 2472 133700 1.523 1.523

458 22900 1.101 0.748 2473 133750 0.518 0.518

459 22950 0.742 1.111 2474 133800 0.639 0.639

460 23000 1.173 0.904 2475 133850 0.874 1.938

461 23050 0.686 0.686 2476 133900 0.897 0.426

462 23100 0.237 0.38 2477 133950 0.977 0.977

463 23150 0.704 0.704 2478 134000 0.852 0.852

464 23200 0.871 0.739 2479 134050 0.694 0.694

465 23250 1.072 0.692 2480 134100 0.435 0.435

466 23300 1.218 0.709 2481 134150 0.347 0.411

467 23350 1.221 0.786 2482 134200 0.436 0.436

468 23400 1.1 0.855 2483 134250 0.356 0.356

469 23450 0.984 0.789 2484 134400 0.754 0.719

470 23500 0.881 1.023 2485 134450 1.173 0.366

471 23550 0.891 0.916 2486 134500 1.447 -0.054

472 23600 1.016 0.714 2487 134550 1.525 1.525

473 23650 0.88 0.491 2488 134600 1.489 1.489

474 23700 1.182 0.478 2489 134750 0.282 0.282

475 23750 0.878 0.582 2490 134850 0.812 0.608

476 23800 0.723 0.473 2491 134900 0.442 0.841

477 23850 0.408 0.117 2492 134950 0.541 0.961

478 23900 0.937 1.622 2493 135000 0.529 1.044

479 23950 1.023 1.023 2494 135050 0.11 0.11

480 24000 0.662 0.662 2495 135100 0.218 0.332

481 24050 0.625 0.625 2496 135150 -0.08 0.553

482 24000 1.031 1.031 2497 135200 0.175 2.861

483 24050 1.03 1.03 2498 135250 0.252 0.383

484 24100 1.286 0.427 2499 135300 -0.19 -0.19

485 24150 0.976 0.151 2500 135350 -0.248 0.402

486 24200 1.081 0.613 2501 135500 0.118 0.118

487 24250 0.601 0.501 2502 135550 0.281 0.281

488 24300 0.667 0.741 2503 135600 0.279 0.148

489 24350 1.029 0.728 2504 135650 0.545 0.248

490 24400 1.056 0.716 2505 135700 0.71 0.488

491 24450 0.69 0.095 2506 135750 0.396 0.514

492 24500 1.594 0.415 2507 135800 0.303 0.521

Page 10: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 10 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

493 24550 1.59 0.789 2508 135850 0.561 0.585

494 24600 1.32 0.862 2509 135900 0.871 0.895

495 24650 1.501 0.864 2510 135950 1.064 0.645

496 24700 1.17 0.69 2511 136000 1.046 0.696

497 24750 0.814 0.543 2512 136050 0.454 0.401

498 24800 0.59 0.56 2513 136100 0.218 0.209

499 24850 0.75 0.575 2514 136150 0.621 0.064

500 24900 0.849 0.609 2515 136200 0.543 0.482

501 24950 1.508 0.349 2516 136250 -0.229 1.026

502 25000 1.66 0.847 2517 136300 0.053 0.933

503 25050 1.468 0.863 2518 136350 -0.215 0.874

504 25100 1.3 0.842 2519 136400 0.401 0.779

505 25150 1.603 1.173 2520 136450 0.877 0.868

506 25200 1.257 0.781 2521 136500 0.988 0.613

507 25250 1.429 0.893 2522 136550 0.701 0.745

508 25300 0.919 0.898 2523 136600 0.814 0.816

509 25350 0.594 0.145 2524 136650 0.855 0.319

510 25400 1.221 1.211 2525 136800 0.319 0.319

511 25450 0.738 0.738 2526 136850 0.436 0.269

512 25500 0.482 0.289 2527 136900 0.607 0.191

513 25550 0.318 0.209 2528 136950 0.625 0.534

514 25600 0.641 -0.221 2529 137000 1.083 0.474

515 25650 0.723 -0.103 2530 137050 0.729 0.414

516 25700 0.592 0.334 2531 137100 0.043 0.197

517 25750 0.856 -0.197 2532 137150 0.505 -0.078

518 25800 0.89 0.32 2533 137200 0.279 0.218

519 25850 0.715 0.546 2534 137250 0.115 0.294

520 25900 0.743 0.283 2535 137300 0.267 0.267

521 25950 0.479 0.085 2536 137350 0.263 0.263

522 26000 0.3 0.36 2537 137400 0.17 -0.077

523 26050 0.569 0.483 2538 137450 0.464 -0.775

524 26100 0.684 0.587 2539 137500 0.47 0.47

525 26150 0.44 0.512 2540 137550 0.489 0.257

526 26200 1.028 0.682 2541 137600 0.484 0.484

527 26250 0.04 0.568 2542 137700 0.222 0.689

528 26300 -0.131 0.675 2543 137750 -0.137 -0.137

529 26350 0.154 0.781 2544 137800 0.046 0.046

530 26400 0.197 0.197 2545 137850 0.83 0.83

531 26450 0.358 0.358 2546 138100 0.58 0.58

532 26500 0.266 0.2 2547 138150 0.322 0.322

533 26550 0.404 -0.167 2548 138200 0.669 0.669

534 26600 0.483 0.074 2549 138250 1.185 1.185

535 26650 0.344 0.516 2550 138300 0.401 0.401

536 26700 0.758 1.093 2551 138350 0.397 0.397

537 26750 0.739 0.884 2552 138400 0.909 1.01

538 26800 0.822 0.888 2553 138450 1.097 0.501

539 26850 0.792 0.697 2554 138500 0.917 0.58

540 26900 0.637 0.549 2555 138550 0.882 0.573

541 26950 0.385 0.522 2556 138600 0.174 0.034

542 27000 0.454 0.429 2557 138650 0.333 0.126

543 27050 0.784 0.748 2558 138700 0.296 0.071

544 27100 0.362 0.444 2559 138750 0.403 0.486

545 27150 0.637 0.637 2560 138800 0.632 0.322

546 27200 0.598 0.308 2561 138850 -0.063 1.115

547 27250 0.778 0.415 2562 138900 0.664 0.681

Page 11: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 11 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

548 27300 1.246 0.734 2563 138950 0.345 0.482

549 27350 0.914 0.744 2564 139000 0.858 1.001

550 27400 1.071 0.687 2565 139050 1.093 0.649

551 27450 1.5 0.742 2566 139100 0.969 0.924

552 27500 1.015 0.79 2567 139150 0.816 1.674

553 27550 1.354 1.129 2568 139200 0.614 1.097

554 27600 1.067 0.534 2569 139250 0.708 0.954

555 27650 0.937 0.792 2570 139300 0.965 0.259

556 27700 0.956 0.739 2571 139350 0.383 0.383

557 27750 1.05 1.065 2572 139400 0.259 0.259

558 27800 0.554 0.986 2573 139450 0.285 0.285

559 27850 0.624 1.11 2574 139500 0.045 0.045

560 27900 0.516 1.027 2575 139550 0.273 0.273

561 27950 0.439 0.898 2576 139600 0.224 -0.373

562 28000 0.172 0.827 2577 139650 0.111 0.16

563 28050 0.228 0.917 2578 139700 0.645 0.415

564 28100 -0.325 0.733 2579 139750 0.66 0.332

565 28150 0.335 0.773 2580 139800 0.623 -0.096

566 28200 0.525 0.558 2581 139850 0.64 0.521

567 28250 0.602 0.271 2582 139900 0.329 0.642

568 28300 0.484 0.426 2583 139950 -0.255 -0.255

569 28350 0.548 0.086 2584 140000 -0.124 -0.124

570 28400 0.507 0.128 2585 140050 0.185 0.185

571 28450 0.719 0.404 2586 140100 -0.078 -0.078

572 28500 0.598 1.692 2587 140150 0.496 0.496

573 28550 0.637 0.464 2588 140200 1.036 0.166

574 28600 0.539 0.691 2589 140250 0.513 0.538

575 28650 0.33 0.633 2590 140300 0.468 0.61

576 28700 0.122 0.712 2591 140350 0.366 -0.665

577 28750 0.158 1.052 2592 140400 0.276 -0.222

578 28800 0.36 0.741 2593 140450 0.05 0.05

579 28850 0.486 0.884 2594 140550 -0.406 -0.406

580 28900 0.647 0.404 2595 140600 0.427 0.593

581 28950 0.737 0.468 2596 140650 0.722 0.742

582 29000 1.031 0.854 2597 140700 0.743 0.743

583 29050 0.443 0.358 2598 140750 0.97 0.97

584 29100 0.318 0.434 2599 140800 0.867 0.867

585 29150 0.519 0.735 2600 140850 0.751 0.751

586 29200 0.652 0.816 2601 140900 0.352 0.352

587 29250 0.65 0.632 2602 140950 1.153 1.153

588 29300 0.835 0.946 2603 141000 -0.145 -0.145

589 29350 0.826 0.748 2604 141050 0.287 0.287

590 29400 1.14 0.811 2605 141100 0.51 0.51

591 29450 1.181 0.912 2606 141150 -0.13 -0.236

592 29500 1.791 0.92 2607 141200 0.437 -0.696

593 29550 0.889 0.957 2608 141250 0.889 -0.006

594 29600 0.735 0.901 2609 141300 0.224 0.224

595 29650 1.019 0.691 2610 141350 0.078 0.078

596 29700 0.757 -0.021 2611 141400 0.132 0.132

597 29750 1.131 0.755 2612 141450 0.98 0.98

598 29800 -0.009 0.363 2613 141600 -0.641 -0.641

599 29850 0.292 0.869 2614 141650 0.089 -0.125

600 29900 1.592 1.249 2615 141700 -0.205 0.385

601 29950 2.664 1.923 2616 141750 0.479 -0.207

602 30000 1.907 1.478 2617 141800 0.362 -0.131

Page 12: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 12 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

603 30050 1.08 0.012 2618 141850 2.266 1.627

604 30100 0.632 0.205 2619 141900 0.252 0.139

605 30150 0.241 0.909 2620 141950 0.207 0.114

606 30200 0.173 0.702 2621 142000 0.242 0.434

607 30250 0.279 0.641 2622 142050 -0.178 0.599

608 30300 -0.087 0.724 2623 142100 0.175 0.175

609 30350 0.767 0.767 2624 142150 0.092 0.092

610 30400 -0.005 0.549 2625 142200 0.141 0.141

611 30450 0.05 0.628 2626 142250 -0.148 -0.148

612 30500 0.09 0.536 2627 142300 0.454 0.454

613 30550 0.092 0.528 2628 142450 0.689 0.689

614 30600 -0.319 0.609 2629 142550 0.693 0.693

615 30650 -0.454 0.563 2630 142600 0.529 0.529

616 30700 0.461 1.018 2631 142650 0.657 0.657

617 30750 1.006 0.785 2632 142700 0.89 0.89

618 30800 0.211 0.935 2633 142750 0.748 1.072

619 30850 0.767 1.306 2634 142800 0.66 0.832

620 30900 0.266 0.561 2635 142850 0.603 0.546

621 30950 0 0.029 2636 142900 1.086 0.39

622 31000 0.323 0.262 2637 142950 0.63 0.012

623 31050 0.505 0.381 2638 143000 0.534 0.179

624 31100 0.302 0.399 2639 143050 0.572 0.491

625 31150 0.281 0.481 2640 143100 1.035 0.28

626 31200 0.491 0.491 2641 143150 1.452 0.689

627 31250 0.385 0.595 2642 143200 0.828 0.782

628 31300 -0.044 0.161 2643 143250 0.866 0.75

629 31350 0.194 0.269 2644 143300 0.831 0.641

630 31400 -0.094 0.179 2645 143350 0.905 0.587

631 31450 0.447 0.37 2646 143400 1.023 0.678

632 31500 0.841 0.169 2647 143450 1.194 1.002

633 31550 0.514 0.465 2648 143500 1.162 0.905

634 31600 0.696 0.549 2649 143550 0.786 0.791

635 31650 1.567 1.727 2650 143600 0.978 0.978

636 31700 0.776 0.811 2651 143650 1.064 1.064

637 31750 0.764 0.876 2652 143700 1.142 1.142

638 31800 0.294 0.522 2653 143750 1.179 1.179

639 31850 0.483 0.709 2654 143800 1.087 1.087

640 31900 0.242 0.542 2655 143850 0.881 0.881

641 31950 0.521 0.932 2656 143900 0.873 0.873

642 32000 0.403 0.904 2657 143950 0.782 0.752

643 32050 0.549 1.047 2658 144000 1.407 0.859

644 32100 0.379 0.558 2659 144050 1.23 1.416

645 32150 0.21 0.544 2660 144100 0.969 1.522

646 32200 -0.114 0.776 2661 144150 0.931 0.797

647 32250 0.381 0.937 2662 144200 0.833 0.701

648 32300 0.749 1.269 2663 144250 0.702 1.013

649 32350 0.547 0.68 2664 144300 1.21 1.109

650 32400 0.608 0.332 2665 144350 0.788 0.964

651 32450 0.928 0.041 2666 144400 0.967 1.047

652 32500 0.703 0.983 2667 144450 1.006 0.618

653 32550 0.664 1.175 2668 144500 0.316 0.745

654 32600 0.469 1.075 2669 144550 0.922 0.889

655 32650 1.019 0.75 2670 144600 1.069 0.73

656 32700 0.75 0.071 2671 144650 1.513 0.651

657 32750 0.8 0.746 2672 144700 0.811 0.624

Page 13: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 13 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

658 32800 1.04 0.835 2673 144750 0.991 1.045

659 32850 0.855 0.9 2674 144800 0.832 0.754

660 32900 0.843 0.702 2675 144850 0.91 0.629

661 32950 0.943 0.385 2676 144900 0.643 0.108

662 33000 0.893 0.936 2677 144950 1.131 0.799

663 33050 1.043 0.355 2678 145000 1.477 0.227

664 33100 0.689 0.344 2679 145050 1.621 0.475

665 33150 0.93 0.313 2680 145300 1.303 0.827

666 33200 0.656 0.508 2681 145350 1.448 1.038

667 33250 0.54 0.429 2682 145400 1.324 0.664

668 33300 -0.597 0.259 2683 145450 1.347 0.294

669 33350 -0.364 -0.039 2684 145500 1.431 0.789

670 33400 -0.068 0.033 2685 145550 1.23 1.201

671 33450 0.308 0.308 2686 145600 1.355 1.685

672 33500 0.707 0.679 2687 145650 1.429 1.219

673 33550 0.656 0.787 2688 145700 0.866 1.119

674 33600 0.975 0.805 2689 145750 0.707 1.01

675 33650 0.949 0.748 2690 145800 0.979 1.266

676 33700 0.933 0.755 2691 145850 0.887 1.055

677 33750 0.785 0.813 2692 145900 0.371 0.988

678 33800 0.583 0.949 2693 145950 0.321 0.893

679 33850 0.303 0.699 2694 146000 -0.085 0.59

680 33900 0.403 0.768 2695 146050 0.529 0.616

681 33950 0.693 0.672 2696 146150 0.008 0.655

682 34000 0.659 1.432 2697 146200 0.278 0.597

683 34050 0.864 0.946 2698 146250 -0.07 0.849

684 34100 0.81 0.472 2699 146300 0.297 0.481

685 34150 0.814 1.071 2700 146350 0.23 0.254

686 34200 1.295 0.739 2701 146400 -0.021 0.183

687 34250 1.029 1.255 2702 146450 0.455 1.042

688 34300 0.863 0.863 2703 146500 0.527 0.505

689 34350 1.617 1.306 2704 146550 0.759 0.715

690 34400 1.207 1.207 2705 146600 1.102 0.924

691 34450 0.918 0.533 2706 146650 0.545 1.728

692 34500 1.004 0.312 2707 146700 1.514 1.531

693 34550 0.261 -0.051 2708 146750 1.263 1.838

694 34600 0.243 0.129 2709 146800 1.072 1.973

695 34650 0.364 -0.102 2710 146850 1.047 1.412

696 34700 0.619 1.055 2711 146900 0.649 0.915

697 34750 0.645 0.66 2712 146950 1.017 1.048

698 34800 0.614 0.541 2713 147000 0.254 0.838

699 34850 0.316 0.541 2714 147050 1.624 0.802

700 34900 0.245 0.532 2715 146950 0.952 0.952

701 34950 0.391 0.378 2716 147000 0.296 0.296

702 35000 0.327 0.53 2717 147050 -0.122 -0.122

703 35050 0.102 0.336 2718 147100 0.188 -0.535

704 35100 0.093 0.88 2719 147150 -0.66 -0.66

705 35150 0.053 0.042 2720 147200 -0.099 -0.099

706 35200 -0.027 0.273 2721 147250 0.335 0.323

707 35250 0.192 0.15 2722 147300 0.564 0.425

708 35300 0.04 -0.072 2723 147350 0.615 0.228

709 35350 -0.072 0.029 2724 147400 0.51 1.005

710 35375 -0.003 -0.03 2725 147450 0.431 0.754

711 35400 0.05 -0.029 2726 147500 0.261 0.512

712 35450 0.104 0.15 2727 147550 0.389 0.493

Page 14: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 14 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

713 35500 0.162 -0.207 2728 147600 0.071 0.071

714 35550 0.719 -0.421 2729 147650 0.581 0.581

715 35600 0.414 -0.326 2730 147700 0.461 0.521

716 35650 0.121 0.2 2731 147750 0.607 0.678

717 35700 0.175 0.041 2732 147800 0.576 0.51

718 35750 0.309 0.055 2733 147850 0.539 0.619

719 35800 0.418 -0.253 2734 147900 0.723 0.573

720 35850 0.474 -0.383 2735 147950 0.926 0.757

721 35900 0.634 0.063 2736 148000 1.082 0.882

722 35950 0.302 0.219 2737 148050 0.855 0.602

723 36000 0.159 0.282 2738 148100 0.614 0.702

724 36050 0.127 0.214 2739 148150 0.917 0.598

725 36100 0.658 0.257 2740 148200 1.617 0.5

726 36150 0.463 0.647 2741 148250 1.357 0.612

727 36200 -0.228 0.438 2742 148300 0.91 0.499

728 36250 0.387 0.325 2743 148350 0.468 0.478

729 36300 0.119 0.577 2744 148400 0.585 0.435

730 36350 0.078 0.264 2745 148450 0.686 0.32

731 36400 0.098 0.193 2746 148500 0.065 -0.021

732 36450 0.194 0.445 2747 148550 0.051 0.357

733 36500 0.273 0.437 2748 148600 0.253 0.837

734 36550 0.326 0.481 2749 148650 0.23 0.785

735 36600 0.393 0.485 2750 148700 0.906 0.436

736 36650 0.139 0.544 2751 148750 0.713 0.389

737 36700 0.052 0.622 2752 148800 0.591 0.501

738 36750 0.266 0.085 2753 148850 0.995 0.272

739 36800 0.204 0.163 2754 148900 0.722 0.532

740 36850 0.408 0.408 2755 148950 0.892 0.502

741 36900 1.174 0.394 2756 149000 0.885 0.484

742 36950 0.497 0.173 2757 149050 0.656 0.644

743 37000 0.496 0.317 2758 149100 0.953 0.254

744 37050 0.347 0.609 2759 149150 0.787 0.937

745 37100 0.634 0.825 2760 149200 0.585 1.133

746 37150 0.925 0.543 2761 149250 1.522 1.154

747 37200 0.637 0.106 2762 149300 1.167 1.167

748 37250 0.823 0.173 2763 149350 0.44 0.791

749 37300 0.444 0.384 2764 149400 0.815 1.035

750 37350 0.302 0.248 2765 149450 1.131 1.033

751 37400 0.319 0.319 2766 149500 0.248 0.575

752 37450 0.077 0.236 2767 149550 0.166 0.629

753 37500 0.056 0.384 2768 149600 0.93 0.715

754 37550 1.019 0.109 2769 149650 0.754 0.456

755 37600 0.135 0.388 2770 149700 0.26 0.343

756 37650 0.092 0.339 2771 149750 0.383 0.543

757 37700 0.02 0.28 2772 149800 0.581 0.732

758 37750 0.076 0.411 2773 149850 0.455 0.4

759 37800 0.062 0.748 2774 149900 0.564 0.831

760 37850 0.185 1.244 2775 149950 0.479 0.406

761 37900 0.25 0.25 2776 150000 0.797 0.422

762 37950 0.08 0.296 2777 150050 0.673 0.09

763 38000 -0.068 1.392 2778 150100 0.578 0.232

764 38050 0.086 0.338 2779 150150 0.744 0.012

765 38100 -0.005 0.382 2780 150200 0.69 0.723

766 38150 -0.193 -0.051 2781 150250 0.586 0.537

767 38200 0.436 0.366 2782 150300 0.505 0.284

Page 15: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 15 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

768 38250 0.435 0.133 2783 150350 0.663 0.366

769 38300 0.561 0.31 2784 150400 0.703 0.346

770 38350 0.258 0.144 2785 150450 0.739 0.741

771 38400 0.124 -0.058 2786 150500 0.32 0.246

772 38450 0.544 0.063 2787 150550 0.577 0.335

773 38500 0.584 0.306 2788 150600 0.587 1.381

774 38550 0.622 0.527 2789 150650 0.553 1.061

775 38600 0.574 0.64 2790 150700 -0.241 0.99

776 38650 0.467 0.567 2791 150750 0.642 0.258

777 38700 0.552 0.439 2792 150800 0.552 -0.188

778 38750 0.605 0.449 2793 150850 0.401 1.187

779 38800 0.713 0.716 2794 150900 0.092 0.704

780 38850 -0.606 0.497 2795 150950 0.57 0.795

781 38900 0.227 0.75 2796 151000 0.996 0.996

782 38950 0.367 0.278 2797 151050 0.735 1.019

783 39000 0.757 0.719 2798 151100 1.02 0.924

784 39050 0.634 0.951 2799 151150 0.754 0.754

785 39100 0.23 0.789 2800 151200 0.57 0.57

786 39150 0.273 0.462 2801 151250 0.5 1.187

787 39200 0.434 0.953 2802 151300 0.929 0.929

788 39250 0.343 0.799 2803 151350 1.129 1.129

789 39300 0.282 0.846 2804 151400 0.752 0.781

790 39350 0.252 0.252 2805 151450 1.109 1.111

791 39400 0.303 0.303 2806 151500 0.915 1.52

792 39450 -0.006 0.826 2807 151550 0.719 1.539

793 39500 0.27 0.782 2808 151600 0 1.117

794 39550 0.617 1.078 2809 151650 1.13 1.214

795 39600 0.517 1.336 2810 151700 0.795 1.229

796 39650 0.426 1.215 2811 151750 0.212 1.224

797 39700 0.386 0.742 2812 151800 0.353 1.296

798 39750 0.526 0.554 2813 151850 0.194 1.095

799 39800 0.362 0.242 2814 151900 0.703 0.338

800 39850 0.505 0.655 2815 151950 0.948 0.581

801 39900 0.555 0.474 2816 152000 1.677 1.082

802 39950 -0.15 -0.076 2817 152050 0.364 1.486

803 40000 0.471 0.733 2818 152100 0.486 0.419

804 40050 0.382 0.472 2819 152150 0.927 0.483

805 40100 0.456 0.368 2820 152200 1.181 0.602

806 40150 0.329 0.406 2821 152250 0.915 0.405

807 40200 0.517 0.376 2822 152300 0.683 0.376

808 40250 0.55 0.378 2823 152350 0.711 0.646

809 40300 0.4 0.052 2824 152400 0.898 0.392

810 40350 0.451 0.575 2825 152450 0.503 0.896

811 40400 0.217 0.562 2826 152500 0.496 0.435

812 40450 0.295 0.596 2827 152550 0.675 0.731

813 40500 0.04 0.663 2828 152600 1.034 0.293

814 40550 0.421 0.198 2829 152650 0.985 0.985

815 40600 0.146 0.238 2830 152700 1.038 1.038

816 40650 0.699 0.563 2831 152750 0.97 0.97

817 40700 0.743 0.422 2832 152800 0.202 0.202

818 40750 0.648 0.285 2833 152850 0.023 0.169

819 40800 0.674 0.629 2834 152900 0.889 0.58

820 40850 0.573 0.577 2835 152950 0.881 0.719

821 40900 -0.031 0.833 2836 153000 0.913 0.74

822 40950 0.413 0.998 2837 153050 0.932 0.932

Page 16: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 16 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

823 41000 0.391 0.45 2838 153100 1.205 1.205

824 41050 0.218 0.17 2839 153150 0.676 0.78

825 41100 0.209 -0.002 2840 153200 0.454 0.543

826 41150 0.653 -0.09 2841 153250 0.766 0.904

827 41200 0.801 -0.125 2842 153300 0.568 0.63

828 41250 0.701 -0.176 2843 153350 0.881 0.542

829 41300 0.746 0.136 2844 153400 0.633 0.509

830 41350 0.457 0.611 2845 153450 0.874 0.658

831 41400 0.464 0.3 2846 153500 0.619 0.732

832 41450 0.335 0.05 2847 153550 0.613 0.804

833 41500 0.062 0.326 2848 153600 0.654 0.845

834 41550 -0.317 0.561 2849 153650 0.828 1.177

835 41600 0.264 0.224 2850 153700 1.021 0.885

836 41650 0.33 -0.118 2851 153750 0.805 0.725

837 41700 0.763 0.623 2852 153800 0.978 2.259

838 41750 0.92 0.601 2853 153850 0.714 0.972

839 41800 0.885 0.542 2854 153900 0.469 1.025

840 41850 0.775 0.32 2855 153950 0.314 1.497

841 41900 0.273 0.222 2856 154000 0.542 0.85

842 41950 0.143 -0.097 2857 154050 1.352 1.317

843 42000 0.234 -0.045 2858 154100 1.483 0.885

844 42050 0.21 -0.152 2859 154150 1.336 1.009

845 42100 -0.048 -0.014 2860 154200 1.51 1.146

846 42150 0.529 0.034 2861 154250 1.347 0.928

847 42200 0.293 0.24 2862 154300 0.15 1.456

848 42250 0.699 0.198 2863 154350 -0.293 1.77

849 42300 0.549 0.656 2864 154400 -0.03 2.151

850 42350 0.437 0.124 2865 154450 0.947 2.088

851 42400 0.295 -0.158 2866 154500 0.761 -0.243

852 42450 0.122 0.514 2867 154550 0.831 0.236

853 42500 0.457 0.079 2868 154600 0.601 0.867

854 42550 0.288 0.234 2869 154650 0.293 1.196

855 42600 0.152 0.367 2870 154700 0.121 0.121

856 42650 -0.084 0.422 2871 154750 0.1 1.563

857 42700 0.226 1.073 2872 154800 0.214 0.869

858 42750 0.327 0.556 2873 154850 0.284 0.971

859 42800 0.882 0.848 2874 154900 0.186 1.805

860 42850 0.676 1.568 2875 154950 0.22 0.22

861 42900 1.067 0.719 2876 155000 0.923 0.923

862 42950 1.087 0.813 2877 155050 0.921 0.921

863 43000 0.862 0.502 2878 155100 1.229 1.346

864 43050 0.53 0.61 2879 155150 1.723 2.877

865 43100 0.536 0.409 2880 155200 1.326 1.024

866 43150 0.224 0.619 2881 155250 1.313 1.414

867 43200 0.025 0.104 2882 155300 1.224 1.288

868 43250 0.219 0.449 2883 155350 0.868 0.868

869 43300 0.606 0.254 2884 155400 0.957 1.187

870 43350 0.567 0.545 2885 155450 1.044 1.182

871 43400 0.089 0.584 2886 155500 0.857 0.901

872 43450 0.645 0.68 2887 155550 1.278 1.207

873 43500 1.599 -0.184 2888 155600 1.155 1.367

874 43550 0.612 -0.341 2889 155650 0.942 0.942

875 43600 0.68 0.333 2890 155700 0.82 0.82

876 43650 1.088 0.51 2891 155750 1.112 0.45

877 43700 1.03 0.551 2892 155800 0.319 0.489

Page 17: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 17 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

878 43750 0.929 0.656 2893 155850 1.122 0.26

879 43800 0.73 0.539 2894 155900 0.922 0.666

880 43850 0.832 0.531 2895 155950 0.869 0.865

881 43900 1.579 0.507 2896 156000 0.564 0.932

882 43950 1.487 0.244 2897 156150 1.109 0.776

883 44000 1.257 0.501 2898 156200 0.856 0.718

884 44050 1.947 0.34 2899 156250 1.153 0.224

885 44100 1.276 0.538 2900 156300 1.19 0.921

886 44150 1.057 0.723 2901 156350 0.966 1.055

887 44200 1.027 0.593 2902 156400 0.416 0.422

888 44250 1.546 0.476 2903 156450 1.147 1.606

889 44300 1.229 0.555 2904 156500 1.036 1.395

890 44350 1.173 0.233 2905 156550 0.969 0.83

891 44400 1.07 0.686 2906 156600 -0.27 -0.27

892 44450 1.105 0.563 2907 156650 0.043 0.043

893 44500 1.135 1.074 2908 156700 1.547 1.706

894 44550 0.97 0.847 2909 156750 1.18 1.18

895 44600 0.887 0.605 2910 156800 0.923 1.854

896 44650 1.187 0.649 2911 156850 1.58 2.275

897 44700 0.821 0.66 2912 156900 2.402 1.27

898 44750 1.319 0.44 2913 156950 1.754 2.117

899 44800 0.596 0.412 2914 157000 1.307 1.307

900 44850 0.348 0.354 2915 157100 0.049 1.03

901 44900 0.607 0.45 2916 157150 0.243 1.377

902 44950 0.407 0.645 2917 157200 0.096 -0.118

903 45000 -0.164 0.438 2918 157225 -0.025 0.185

904 45050 -0.074 0.095 2919 157250 -0.233 -0.075

905 45100 0.404 -0.05 2920 157275 -0.16 -0.064

906 45150 -0.032 0.112 2921 157300 0.012 1.175

907 45200 0.14 0.251 2922 157350 0.851 0.807

908 45250 -0.032 0.21 2923 157400 0.255 0.652

909 45300 0.019 0.343 2924 157450 0.413 0.065

910 45350 0.293 0.683 2925 157500 0.482 0.59

911 45400 0.695 0.546 2926 157550 1.355 1.331

912 45450 0.741 0.335 2927 157600 0.853 0.679

913 45500 1.002 0.134 2928 157650 1.309 0.725

914 45550 0.822 -0.602 2929 157700 0.592 0.606

915 45600 0.854 0.07 2930 157750 1.34 1.065

916 45650 0.642 0.079 2931 157800 1.283 1.215

917 45700 0.536 0.477 2932 157850 1.073 0.994

918 45750 0.318 0.275 2933 157900 1.627 1.345

919 45800 -0.059 0.285 2934 157950 1.35 1.477

920 45850 -0.303 0.031 2935 158000 1.359 1.112

921 45900 0.296 0.247 2936 158050 1.697 1.473

922 45950 0.415 0.204 2937 158100 1.618 1.744

923 46000 0.39 0.24 2938 158150 1.24 1.17

924 46050 0.192 -0.296 2939 158200 1.23 2.178

925 46100 0.088 -0.211 2940 158250 2.093 0.657

926 46150 -0.259 -0.259 2941 158300 1.602 1.254

927 46200 -0.181 -0.181 2942 158350 0.948 1.825

928 46250 -0.656 -0.345 2943 158400 1.233 1.479

929 46300 -0.55 -0.346 2944 158450 1.81 1.81

930 46350 -0.143 0.066 2945 158500 1.485 1.485

931 46400 0.262 0.48 2946 158550 1.058 1.596

932 46450 -0.163 0.72 2947 158600 1.624 1.115

Page 18: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 18 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

933 46500 0.16 0.829 2948 158650 1.494 1.877

934 46550 1.247 0.873 2949 158700 1.64 1.532

935 46600 0.853 0.782 2950 158750 1.614 0.892

936 46650 0.373 0.653 2951 158800 1.098 0.457

937 46700 0.236 -1.303 2952 158850 0.861 1.175

938 46750 0.459 -0.177 2953 158900 1.411 0.437

939 46800 0.747 0.89 2954 158950 1.103 1.103

940 46850 1.133 0.443 2955 159000 0.89 0.89

941 46900 0.306 0.785 2956 159050 1.126 1.63

942 46950 0.621 0.621 2957 159100 2.415 1.249

943 47000 0.633 0.475 2958 159150 1.403 0.564

944 47050 0.665 0.126 2959 159200 0.825 1.244

945 47100 0.757 0.128 2960 159250 1.22 1.639

946 47150 0.642 0.383 2961 159300 1.13 0.95

947 47200 0.809 0.466 2962 159350 1.703 1.203

948 47250 0.59 0.303 2963 159400 0.87 0.798

949 47300 0.598 0.2 2964 159450 0.908 0.798

950 47350 0.424 0.396 2965 159500 1.483 0.844

951 47400 0.898 0.326 2966 159550 1.477 0.877

952 47450 0.851 0.043 2967 159600 0.995 1.419

953 47500 0.449 0.184 2968 159650 0.724 1.313

954 47550 0.393 0.393 2969 159700 1.442 1.442

955 47600 0.251 0.048 2970 159750 1.435 1.435

956 47650 0.172 -0.023 2971 159800 1.092 1.092

957 47700 0.263 -0.013 2972 159850 1.333 1.333

958 47750 0.539 0.26 2973 159900 1.556 1.556

959 47800 0.528 0.409 2974 159950 1.413 1.413

960 47850 0.996 0.096 2975 160000 1.467 1.653

961 47900 0.079 -0.293 2976 160050 0.917 1.458

962 47950 0.397 0.107 2977 160100 0.831 1.17

963 48000 1.326 0.068 2978 160150 0.847 1.285

964 48050 0.561 0.153 2979 160200 0.748 1.251

965 48100 1.009 0.2 2980 160250 0.55 1.485

966 48150 1.285 0.319 2981 160300 0.758 1.443

967 48200 0.627 0.206 2982 160350 1.412 1.897

968 48250 0.221 0.035 2983 160400 2.09 2.282

969 48300 0.109 0.108 2984 160450 1.618 2.018

970 48350 0.074 0.24 2985 160500 1.196 1.665

971 48400 0.172 0.481 2986 160550 1.357 1.425

972 48450 0.074 0.587 2987 160600 0.378 1.086

973 48500 0.126 0.283 2988 160650 1.099 0.59

974 48550 0.128 0.716 2989 160700 0.534 0.749

975 48600 -0.158 0.397 2990 160750 1.472 0.905

976 48650 0.119 0.101 2991 160800 0.814 0.591

977 48700 0.261 0.075 2992 160850 1.064 0.82

978 48750 1.013 0.021 2993 160900 1.294 0.971

979 48800 0.123 -0.736 2994 160950 1.377 0.88

980 48850 0.428 0.545 2995 161000 1.226 0.941

981 48900 0.569 0.771 2996 161050 1.368 1.484

982 48950 -0.053 0.355 2997 161100 1.444 0.612

983 49000 0.158 0.246 2998 161150 1.477 0.775

984 49050 0.252 0.448 2999 161200 1.155 1.32

985 49100 0.615 0.769 3000 161250 1.373 1.373

986 49150 0.288 0.607 3001 161300 0.611 1.329

987 49200 0.073 0.276 3002 161350 0.926 0.893

Page 19: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 19 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

988 49250 0.109 0.273 3003 161400 0.755 0.909

989 49300 0.203 0.788 3004 161450 0.706 0.744

990 49350 0.601 0.674 3005 161500 0.939 0.911

991 49400 0.505 0.715 3006 161550 0.864 1.15

992 49450 0.581 0.48 3007 161600 0.641 0.844

993 49500 0.205 0.755 3008 161650 0.998 1.217

994 49550 0.002 1.138 3009 161700 1.281 1.501

995 49600 0.652 1.124 3010 161750 1.469 1.875

996 49650 1.042 1.042 3011 161850 1.677 2.092

997 49700 -0.078 0.986 3012 161950 0.286 0.906

998 49750 0.244 0.74 3013 162000 0.941 0.958

999 49800 1.121 1.12 3014 162050 0.524 1.503

1000 49850 1.078 0.83 3015 162100 0.928 1.014

1001 49900 0.754 0.771 3016 162150 1.008 1.33

1002 49950 0.118 0.919 3017 162200 0.441 1.395

1003 50000 0.418 1.104 3018 162250 0.857 0.984

1004 50050 0.397 1.233 3019 162300 1.056 1.222

1005 50100 0.431 0.503 3020 162350 0.798 0.696

1006 50150 0.504 0.962 3021 162400 1.358 1.1

1007 50200 0.735 0.679 3022 162450 1.103 1.012

1008 50250 0.774 0.826 3023 162500 0.62 0.968

1009 50300 0.406 0.8 3024 162550 0.956 1.176

1010 50350 0.253 1.233 3025 162600 0.63 1.134

1011 50400 0.342 0.832 3026 162650 0.532 0.887

1012 50500 0.727 0.657 3027 162700 0.703 0.897

1013 50550 1.017 0.969 3028 162750 1.054 1.203

1014 50600 0.654 1.348 3029 162800 2.058 1.497

1015 50700 0.392 -0.293 3030 162850 0.647 1.113

1016 50750 0.404 0.447 3031 162900 0.665 1.265

1017 50800 1.838 2.995 3032 162950 0.246 1.448

1018 50850 0.5 0.983 3033 163000 0.634 0.855

1019 50900 0.523 1.028 3034 163050 0.549 1.115

1020 50950 0.853 0.737 3035 163100 0.873 0.755

1021 51000 2.058 4.086 3036 163150 0.383 0.911

1022 51050 1.427 1.567 3037 163200 0.338 0.544

1023 51100 1.107 1.159 3038 163250 0.14 0.705

1024 51150 0.843 0.635 3039 163300 -0.147 0.82

1025 51250 0.452 0.452 3040 163350 0.893 0.741

1026 51300 0.32 -0.137 3041 163400 0.878 1.321

1027 51350 -0.168 -0.005 3042 163450 1.218 0.537

1028 51400 -0.244 -0.244 3043 163500 0.364 0.364

1029 51500 0.117 -0.471 3044 163550 1.795 1.795

1030 51550 0.106 0.107 3045 163600 0.977 0.953

1031 51600 -0.16 0.561 3046 163650 1.148 1.348

1032 51650 0.329 0.364 3047 163700 1.329 1.704

1033 51700 0.541 -0.216 3048 163750 2.144 2.687

1034 51750 0.746 0.276 3049 163800 2.516 2.894

1035 51800 0.676 -0.026 3050 163850 2.81 2.792

1036 51850 0.851 0.257 3051 163900 3.194 2.633

1037 51900 0.952 0.333 3052 163950 2.941 2.627

1038 51950 0.308 0.39 3053 164000 2.362 2.201

1039 52000 0.258 0.362 3054 164050 8.882 9.101

1040 52050 0.451 0.341 3055 164100 2.698 4.175

1041 52100 0.063 0.163 3056 164150 3.244 3.057

1042 52150 0.522 0.522 3057 164200 3.438 3.225

Page 20: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 20 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1043 52200 0.286 0.286 3058 164250 1.511 3.019

1044 52250 1.779 0.213 3059 164300 3.186 3.079

1045 52300 0.604 0.582 3060 164350 1.118 2.825

1046 52350 0.722 0.686 3061 164400 1.13 1.303

1047 52400 0.62 0.601 3062 164450 1.462 1.054

1048 52450 0.432 0.559 3063 164500 0.964 1.316

1049 52500 0.559 0.543 3064 164550 1.048 1.038

1050 52550 0.404 0.838 3065 164600 0.712 1.087

1051 52600 0.16 1.351 3066 164650 0.7 0.944

1052 52650 0.397 0.956 3067 164700 0.915 0.994

1053 52700 1.158 0.923 3068 164750 0.346 0.724

1054 52750 0.896 0.241 3069 164800 0.98 0.643

1055 52800 0.688 0.479 3070 164850 0.876 0.593

1056 52850 0.942 0.719 3071 164900 0.849 0.474

1057 52900 0.356 0.574 3072 164950 1.258 0.585

1058 52950 1.295 0.659 3073 165000 0.772 0.546

1059 53000 1.965 0.794 3074 165050 0.511 0.36

1060 53050 0.778 0.759 3075 165100 0.836 0.005

1061 53100 0.742 0.742 3076 165150 0.866 0.203

1062 53100 0.606 0.606 3077 165200 0.848 0.053

1063 53150 0.658 0.181 3078 165250 1.389 0.03

1064 53200 0.54 -0.109 3079 165300 0.728 0.255

1065 53250 0.234 0.01 3080 165350 0.634 0.385

1066 53300 1.047 0.897 3081 165400 1.501 0.376

1067 53350 1.229 1.229 3082 165450 0.95 0.713

1068 53400 1.998 0.759 3083 165500 0.998 0.417

1069 53450 1.457 1.901 3084 165550 1.002 0.576

1070 53500 2.216 2.833 3085 165600 0.694 0.576

1071 53550 1.895 1.716 3086 165650 1 0.625

1072 53600 1.463 1.717 3087 165700 0.574 0.797

1073 53700 1.09 1.431 3088 165750 0.652 0.582

1074 53750 1.441 1.419 3089 165800 0.52 0.587

1075 53800 1.284 0.099 3090 165850 0.535 0.746

1076 53850 1.384 1.384 3091 165900 0.499 0.884

1077 53900 1.121 1.121 3092 165950 0.357 0.666

1078 53950 0.785 0.785 3093 166000 0.627 0.618

1079 54000 0.611 0.611 3094 166050 0.685 0.938

1080 54100 0.744 0.746 3095 166100 0.562 1.187

1081 54150 0.222 -0.401 3096 166150 0.57 1.006

1082 54200 0.815 0.316 3097 166200 0.478 0.802

1083 54250 0.55 0.076 3098 166250 1.101 0.397

1084 54300 0.544 0.089 3099 166300 0.426 1.353

1085 54450 0.748 1.124 3100 166350 0.38 0.791

1086 54500 0.571 0.571 3101 166400 0.774 0.986

1087 54550 1.057 1.057 3102 166450 1.069 0.306

1088 54600 0.755 0.637 3103 166500 0.536 0.74

1089 54650 0.683 0.291 3104 166550 0.263 0.208

1090 54700 0.761 0.723 3105 166600 0.582 0.571

1091 54750 0.855 0.594 3106 166650 0.789 0.801

1092 54800 0.981 0.252 3107 166700 0.87 1.121

1093 54850 1.166 0.237 3108 166750 0.788 1.392

1094 54900 0.572 0.572 3109 166800 1.447 1.6

1095 54950 1.258 0.486 3110 166850 0.137 0.425

1096 55000 1.191 0.642 3111 166900 0.624 1.735

1097 55050 0.925 0.289 3112 166950 0.907 1.522

Page 21: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 21 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1098 55100 0.406 -0.023 3113 167000 0.85 0.85

1099 55150 -0.116 -0.116 3114 167050 0.488 0.488

1100 55200 1.329 -0.572 3115 167100 0.816 0.886

1101 55250 1.166 0.583 3116 167150 0.782 0.874

1102 55300 0.579 0.579 3117 167200 0.516 0.937

1103 55350 0.584 0.904 3118 167250 0.414 0.278

1104 55400 0.271 0.271 3119 167300 0.488 0.067

1105 55450 0.148 0.148 3120 167350 0.859 0.49

1106 55500 0.817 0.253 3121 167400 1.294 0.633

1107 55550 0.544 0.721 3122 167450 1.635 0.672

1108 55600 0.591 0.132 3123 167500 1.021 0.325

1109 55650 -0.034 -0.034 3124 167550 0.922 0.097

1110 55700 -0.014 -0.014 3125 167600 0.974 0.613

1111 55750 0.461 1.126 3126 167650 0.651 0.215

1112 55800 0.003 0.003 3127 167700 0.519 0.007

1113 55850 1.154 1.154 3128 167750 0.337 0.337

1114 55900 0.971 0.971 3129 167800 -0.322 -0.322

1115 55950 0.652 0.652 3130 167850 0.16 -0.063

1116 56000 0.089 0.089 3131 167900 0.356 0.08

1117 56050 0.42 0.42 3132 167950 0.21 0.16

1118 56100 0.382 0.382 3133 168000 0.273 -0.22

1119 56150 -0.22 0.218 3134 168050 0.169 0.452

1120 56200 -0.023 0.184 3135 168100 0.181 0.11

1121 56250 0.749 -0.037 3136 168150 -0.204 0.657

1122 56300 0.484 1.046 3137 168200 0.703 0.334

1123 56350 0.112 9.374 3138 168250 0.852 0.292

1124 56400 0.325 0.85 3139 168300 0.943 0.243

1125 56450 -0.46 0.902 3140 168350 0.135 0.135

1126 56500 0.605 0.771 3141 168400 1.36 0.472

1127 56550 0.271 0.405 3142 168450 1.239 1.754

1128 56600 -0.065 0.41 3143 168500 0.036 0.837

1129 56650 0.485 0.38 3144 168550 0.059 0.5

1130 56700 0.973 0.357 3145 168600 0.296 0.258

1131 56750 0.221 0.377 3146 168650 0.391 0.258

1132 56800 0.631 0.38 3147 168700 0.375 0.156

1133 56850 -0.153 0.158 3148 168750 0.47 0.028

1134 56900 0.47 0.057 3149 168800 0.763 0.401

1135 56950 0.195 0.338 3150 168850 0.604 0.48

1136 57000 -0.275 0.573 3151 168900 0.499 0.618

1137 57050 0.111 0.686 3152 168950 0.612 0.438

1138 57100 0.287 0.51 3153 169000 0.562 0.432

1139 57150 1.048 1.048 3154 169050 0.632 0.311

1140 57200 0.037 0.617 3155 169100 0.77 0.277

1141 57250 0.025 0.158 3156 169150 0.649 0.299

1142 57300 -0.206 0.086 3157 169200 0.716 0.357

1143 57350 -0.029 0.159 3158 169250 0.968 0.518

1144 57400 0.948 0.356 3159 169300 0.545 0.545

1145 57450 0.158 -0.046 3160 169350 0.441 0.441

1146 57500 0.973 0.344 3161 169400 0.445 0.445

1147 57550 0.885 0.57 3162 169450 0.485 0.485

1148 57600 0.961 0.804 3163 169500 0.851 0.523

1149 57650 0.522 0.438 3164 169550 0.924 1.026

1150 57700 0.927 0.512 3165 169600 1.156 0.647

1151 57750 0.962 1.562 3166 169650 1.17 0.229

1152 57800 0.609 1.482 3167 169700 1.011 1.029

Page 22: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 22 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1153 57850 0.288 1.607 3168 169750 1.02 1.177

1154 57900 0.541 0.142 3169 169800 1.115 0.691

1155 57950 0.348 0.114 3170 169850 1.276 0.829

1156 58000 0.431 0.68 3171 169900 1.329 0.65

1157 58050 -0.074 0.189 3172 169950 0.889 0.823

1158 58100 0.316 0.813 3173 170000 0.562 0.821

1159 58150 0.558 0.768 3174 170050 0.566 0.279

1160 58200 0.64 0.805 3175 170100 0.934 0.774

1161 58250 1.004 0.249 3176 170150 0.807 0.764

1162 58300 0.49 0.288 3177 170200 0.616 0.718

1163 58350 0.584 0.382 3178 170250 0.637 0.651

1164 58400 0.478 0.876 3179 170300 0.594 0.678

1165 58450 0.441 0.669 3180 170350 0.703 0.75

1166 58500 0.656 0.897 3181 170400 -0.887 0.663

1167 58550 0.622 0.625 3182 170450 0.617 1.006

1168 58600 0.55 0.717 3183 170500 0.223 1.315

1169 58650 0.293 0.391 3184 170550 0.111 1.207

1170 58700 0.207 0.38 3185 170600 0.622 1.075

1171 58750 0.159 0.378 3186 170650 0.076 1.075

1172 58950 0.589 0.235 3187 170700 0.339 1.449

1173 59000 0.23 0.07 3188 170750 0.584 1.597

1174 59050 0.391 0.39 3189 170800 0.858 1.505

1175 59100 0.327 0.369 3190 170850 0.584 0.76

1176 59150 0.503 1.028 3191 170900 0.062 0.776

1177 59200 0.819 0.612 3192 170950 0.303 0.405

1178 59250 0.786 0.618 3193 171000 0.087 0.278

1179 59300 0.811 0.773 3194 171050 -0.062 -0.046

1180 59350 0.705 0.589 3195 171100 0.278 0.479

1181 59400 0.573 0.498 3196 171150 0.992 0.677

1182 59450 0.305 0.075 3197 171200 1.074 1.074

1183 59500 0.778 0.617 3198 171250 0.798 1.27

1184 59550 0.812 0.527 3199 171300 2.661 1.91

1185 59600 0.818 0.278 3200 171350 0.774 0.559

1186 59650 0.891 0.7 3201 171400 1.097 1.231

1187 59700 0.602 0.848 3202 171450 2.117 1.355

1188 59750 0.743 1.145 3203 171500 1.82 0.661

1189 59800 0.742 0.935 3204 171550 2.367 0.514

1190 59850 1.022 0.892 3205 171600 1.503 0.44

1191 59900 1.003 1.189 3206 171650 1.545 0.299

1192 59950 0.675 0.731 3207 171700 1.997 0.348

1193 60000 0.351 0.761 3208 171750 2.237 1.722

1194 60050 0.556 0.888 3209 171800 1.831 1.831

1195 60100 0.76 0.74 3210 171850 2.262 2.262

1196 60150 1.458 1.21 3211 171900 1.489 1.489

1197 60200 1.413 1.082 3212 171950 1.829 1.829

1198 60300 1.206 0.406 3213 172000 2.261 2.261

1199 60350 1.122 0.531 3214 172050 2.422 1.855

1200 60400 0.74 0.575 3215 172100 2.289 1.637

1201 60450 0.85 3.216 3216 172150 1.099 1.706

1202 60500 0.41 1.855 3217 172200 0.763 1.518

1203 60550 0.846 1.057 3218 172250 0.537 -0.03

1204 60600 0.949 0.36 3219 172300 0.033 -0.949

1205 60650 0.766 0.587 3220 172350 -0.149 1.673

1206 60700 0.733 0.255 3221 172400 0.222 0.238

1207 60750 1.053 0.332 3222 172450 0.929 0.113

Page 23: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 23 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1208 60800 0.793 0.193 3223 172500 1.515 0.376

1209 60850 -0.122 0.456 3224 172550 -0.008 0.213

1210 60900 -0.044 0.164 3225 172600 -0.217 -0.108

1211 60950 1.285 0.673 3226 172650 0.067 -0.018

1212 61000 0.567 0.364 3227 172700 -0.016 -0.042

1213 61100 0.467 -0.285 3228 172750 0.106 -0.345

1214 61150 0.268 0.096 3229 172800 0.147 0.138

1215 61200 -0.122 0.556 3230 172850 0.371 -0.201

1216 61250 0.346 0.352 3231 172900 0.551 0.392

1217 61300 0.365 0.199 3232 172950 0.017 0.181

1218 61350 0.493 0.437 3233 173000 0.074 0.451

1219 61400 0.535 0.505 3234 173050 0.548 0.573

1220 61450 0.459 0.591 3235 173100 -0.136 1.127

1221 61500 0.459 0.375 3236 173150 -0.111 0.791

1222 61550 0.423 0.435 3237 173200 0.045 0.212

1223 61600 -0.11 0.812 3238 173250 0.384 0.678

1224 61700 0.653 0.226 3239 173300 1.286 0.782

1225 61750 0.004 -0.187 3240 173350 1.243 1.325

1226 61800 1.194 1.343 3241 173400 1.033 1.048

1227 61850 0.388 0.91 3242 173450 1.008 1.268

1228 61900 0.704 0.596 3243 173500 1.804 0.832

1229 61950 0.797 0.653 3244 173550 1.212 1.229

1230 62000 0.611 0.854 3245 173600 1.611 1.679

1231 62050 1.024 0.478 3246 173650 -1.776 0.571

1232 62100 0.835 0.8 3247 173700 1.047 1.358

1233 62150 0.763 0.489 3248 173750 1.052 1.271

1234 62200 -0.032 0.011 3249 173800 0.771 0.973

1235 62250 0.185 0.994 3250 173850 0.718 1.197

1236 62300 0.603 1.547 3251 173900 0.642 0.361

1237 62350 1.106 1.038 3252 173950 0.647 0.671

1238 62400 1.015 0.869 3253 174000 0.463 0.969

1239 62450 0.813 1.141 3254 174050 0.465 0.971

1240 62500 1.371 1.637 3255 174100 0.536 0.815

1241 62550 1.353 1.18 3256 174150 0.582 0.73

1242 62600 1.577 1.451 3257 174200 0.603 0.856

1243 62650 1.549 1.488 3258 174250 0.556 1.305

1244 62700 1.231 1.504 3259 174300 0.671 0.691

1245 62750 1.25 1.241 3260 174350 0.549 0.664

1246 62800 1.352 1.407 3261 174400 0.685 0.636

1247 62850 1.235 1.104 3262 174450 0.284 0.692

1248 62900 1.571 1.157 3263 174500 0.46 0.624

1249 62950 0.757 1.993 3264 174550 0.91 0.888

1250 63000 1.152 0.951 3265 174600 0.622 0.938

1251 63050 1.121 0.86 3266 174650 0.667 0.593

1252 63100 1.174 0.746 3267 174700 0.784 0.947

1253 63200 0.908 0.759 3268 174750 0.809 0.803

1254 63350 0.586 1.002 3269 174800 0.727 0.355

1255 63400 1.211 1.12 3270 174850 0.799 0.767

1256 63450 1.329 1.276 3271 174900 0.577 0.73

1257 63500 1.279 1.198 3272 174950 0.472 0.445

1258 63550 1.515 1.526 3273 175000 0.369 0.72

1259 63600 2.367 2.055 3274 175050 0.53 0.923

1260 63650 1.636 1.148 3275 175100 0.651 0.801

1261 63700 1.223 0.949 3276 175150 0.698 0.552

1262 63750 1.013 0.842 3277 175200 0.404 0.923

Page 24: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 24 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1263 63800 1.06 0.886 3278 175250 0.776 0.864

1264 63850 1.75 1.33 3279 175300 0.822 0.58

1265 63900 2.226 2.02 3280 175350 0.849 0.539

1266 63950 1.445 1.108 3281 175400 0.599 0.431

1267 64000 1.026 0.455 3282 175450 0.443 0.145

1268 64050 1.313 0.286 3283 175500 1.786 0.64

1269 64100 1.119 0.166 3284 175550 0.959 0.473

1270 64150 1.723 1.128 3285 175600 0.55 0.583

1271 64200 1.421 1.278 3286 175650 0.659 0.551

1272 64250 1.365 1.23 3287 175700 0.431 0.514

1273 64300 1.071 0.978 3288 175750 0.695 0.552

1274 64350 0.849 0.997 3289 175800 0.707 0.434

1275 64400 1.132 0.631 3290 175850 0.661 0.764

1276 64450 0.559 0.626 3291 175900 0.618 0.493

1277 64500 0.767 0.484 3292 175950 -0.222 0.331

1278 64550 0.898 0.606 3293 176000 0.306 0.239

1279 64600 0.999 0.404 3294 176050 0.562 0.354

1280 64650 0.81 0.65 3295 176100 0.405 0.348

1281 64700 0.611 0.829 3296 176150 0.454 0.457

1282 64750 0.273 0.709 3297 176200 0.534 0.358

1283 64800 0.995 1.087 3298 176250 0.545 0.733

1284 64850 0.667 1.326 3299 176300 0.603 0.452

1285 64900 0.87 0.732 3300 176350 0.616 0.611

1286 64950 0.69 1.022 3301 176400 0.545 0.918

1287 65000 0.468 0.877 3302 176450 0.961 0.48

1288 65050 0.828 0.757 3303 176500 0.964 0.332

1289 65100 0.805 0.901 3304 176550 0.808 0.434

1290 65150 1.299 0.718 3305 176600 0.891 0.797

1291 65200 0.589 0.73 3306 176650 0.981 0.633

1292 65250 0.882 1.055 3307 176700 0.803 0.589

1293 65300 0.365 1.093 3308 176750 0.469 0.552

1294 65350 0.72 0.841 3309 176800 1.05 0.308

1295 65400 0.59 0.198 3310 176850 0.938 0.492

1296 65450 0.875 0.241 3311 176900 0.857 0.476

1297 65500 1.274 0.69 3312 176950 0.732 0.463

1298 65550 1.217 0.879 3313 177000 1.056 0.912

1299 65600 0.489 0.484 3314 177050 1 0.871

1300 65650 0.641 1.55 3315 177100 0.834 0.435

1301 65700 0.778 1.014 3316 177150 0.967 0.491

1302 65750 1.222 1.072 3317 177200 0.855 0.513

1303 65800 0.44 0.933 3318 177250 0.714 0.605

1304 65850 1.063 0.203 3319 177300 0.83 0.5

1305 65900 1.143 1.191 3320 177350 0.665 0.38

1306 65950 1.268 1.162 3321 177400 0.644 1.241

1307 66000 1.171 1.506 3322 177450 0.651 0.93

1308 66050 0.744 0.948 3323 177500 0.763 0.699

1309 66100 0.788 1.156 3324 177550 0.68 0.527

1310 66150 0.932 0.692 3325 177600 0.62 0.456

1311 66200 0.778 0.721 3326 177650 0.511 0.351

1312 66250 1.034 0.491 3327 177700 0.592 0.406

1313 66300 0.891 0.427 3328 177750 1.144 0.609

1314 66350 0.487 0.162 3329 177800 1.583 0.965

1315 66400 0.791 0.295 3330 177850 1.643 1.304

1316 66450 0.728 0.914 3331 177900 1.728 0.741

1317 66500 0.826 1.32 3332 177950 1.747 1.213

Page 25: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 25 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1318 66550 0.763 1.016 3333 178200 0.529 1.117

1319 66600 0.797 0.875 3334 178250 1.397 1.152

1320 66650 0.541 0.691 3335 178300 1.078 1.195

1321 66700 0.49 0.902 3336 178350 0.166 0.58

1322 66750 0.572 -0.046 3337 178400 0.079 -0.043

1323 66800 0.36 0.604 3338 178450 0.374 -0.09

1324 66850 0.166 0.265 3339 178500 0.6 0.027

1325 66900 0.076 0.393 3340 178550 0.919 0.542

1326 66950 0.084 0.32 3341 178600 0.204 0.608

1327 67000 0.174 0.415 3342 178650 -0.43 0.74

1328 67100 0.386 0.456 3343 178900 1.433 0.872

1329 67150 0.33 -0.252 3344 178950 0.368 0.846

1330 67200 1.09 1.121 3345 179000 0.77 0.893

1331 67250 1.364 1.746 3346 179050 0.595 0.523

1332 67300 2.336 0.521 3347 179100 0.635 0.335

1333 67350 0.675 0.793 3348 179150 0.384 0.076

1334 67400 0.344 0.82 3349 179200 0.582 0.315

1335 67450 0.48 0.546 3350 179250 0.987 0.171

1336 67500 0.13 0.303 3351 179300 1.604 0.694

1337 67550 1.648 0.737 3352 179350 0.606 0.376

1338 67600 1.706 1.253 3353 179400 0.576 0.057

1339 67650 0.367 0.72 3354 179450 0.505 0.107

1340 67700 0.827 0.63 3355 179500 0.93 0.034

1341 67750 1.17 0.186 3356 179550 0.502 -0.064

1342 67800 1.181 1.01 3357 179600 0.688 0.105

1343 67850 1.549 0.844 3358 179650 0.99 0.228

1344 67900 1.881 0.908 3359 179700 0.755 0.286

1345 67950 2.023 1.616 3360 179750 0.884 0.223

1346 68000 1.43 0.664 3361 179800 0.599 0.496

1347 68050 0.21 0.693 3362 179850 0.873 0.173

1348 68100 0.497 0.627 3363 179900 0.896 0.348

1349 68150 1.151 0.65 3364 179950 0.942 0.616

1350 68200 3.733 1.292 3365 180000 0.895 0.584

1351 68250 1.915 0.91 3366 180050 0.572 0.383

1352 68300 1.012 1.012 3367 180100 0.998 0.832

1353 68350 0.588 0.588 3368 180150 0.682 0.515

1354 68400 0.135 0.462 3369 180200 0.83 0.53

1355 68450 0.136 0.587 3370 180250 0.722 0.653

1356 68500 0.229 0.923 3371 180300 0.623 0.516

1357 68550 0.037 0.512 3372 180350 0.773 0.418

1358 68600 0.524 0.079 3373 180400 0.945 0.527

1359 68650 1.022 0.818 3374 180450 0.505 0.456

1360 68700 0.853 0.657 3375 180500 0.706 0.613

1361 68750 1.003 0.602 3376 180550 0.705 0.629

1362 68800 0.669 1.315 3377 180600 1.198 0.697

1363 68850 0.491 0.468 3378 180650 0.608 0.365

1364 68950 0.545 0.677 3379 180700 1.291 0.874

1365 69000 0.399 0.481 3380 180750 1.071 0.1

1366 69050 0.943 -0.039 3381 180800 1.455 1.716

1367 69100 0.382 -0.165 3382 180850 1.146 0.869

1368 69150 0.95 0.668 3383 180900 0.707 0.251

1369 69200 0.489 0.252 3384 180950 0.703 0.532

1370 69250 0.484 0.383 3385 181000 0.551 0.036

1371 69300 0.923 0.232 3386 181050 0.465 0.196

1372 69350 1.398 0.862 3387 181100 0.824 0.369

Page 26: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 26 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1373 69400 0.966 0.647 3388 181150 0.228 0.173

1374 69450 0.694 1.25 3389 181200 0.448 0.18

1375 69600 0.349 0.564 3390 181250 0.567 -0.078

1376 69650 0.494 0.875 3391 181300 0.796 0.787

1377 69750 1.208 0.972 3392 181350 2.173 1.111

1378 69800 1.087 0.616 3393 181400 0.43 0.496

1379 69850 0.813 0.026 3394 181450 0.599 0.748

1380 69900 0.831 0.429 3395 181500 0.834 0.665

1381 69950 0.617 0.747 3396 181550 1.309 0.659

1382 70000 0.52 0.525 3397 181600 0.85 0.481

1383 70050 0.646 0.646 3398 181650 0.614 0.756

1384 70150 0.872 0.345 3399 181700 0.797 0.947

1385 70200 0.822 1.011 3400 181750 0.232 0.575

1386 70250 0.063 -0.079 3401 181800 -0.032 -0.157

1387 70300 0.581 -0.663 3402 181850 0.46 0.043

1388 70350 1.121 0.245 3403 181900 0.122 -0.086

1389 70400 0.548 0.516 3404 181950 0.641 0.213

1390 70450 0.498 0.514 3405 182000 0.846 0.741

1391 70500 0.56 0.049 3406 182050 0.751 0.436

1392 70550 0.283 0.342 3407 182100 0.536 0.601

1393 70600 0.647 0.04 3408 182150 0.783 0.251

1394 70650 0.221 0.432 3409 182200 0.419 0.503

1395 70700 0.57 0.428 3410 182250 0.139 0.749

1396 70750 0.592 0.538 3411 182300 0.094 -0.203

1397 70800 0.506 0.512 3412 182350 -0.287 -0.497

1398 70850 0.141 0.561 3413 182400 0.367 0.21

1399 70900 0.607 0.569 3414 182450 0.255 0.21

1400 70950 0.509 0.35 3415 182500 0.491 -0.034

1401 71000 0.315 0.174 3416 182550 0.486 0.294

1402 71050 0.599 0.627 3417 182600 0.087 0.022

1403 71100 0.675 0.959 3418 182650 0.405 0.359

1404 71150 0.874 0.957 3419 182700 -0.226 0.195

1405 71200 1.101 0.973 3420 182750 0.563 0.275

1406 71250 1.107 0.654 3421 182800 0.385 0.167

1407 71300 0.765 0.431 3422 182850 0.357 0.128

1408 71350 0.255 0.417 3423 182900 0.36 0.533

1409 71400 0.148 0.141 3424 182950 1.543 0.851

1410 71450 0.46 -0.133 3425 183000 1.412 0.818

1411 71500 0.51 -0.296 3426 183050 1.424 0.885

1412 71550 0.555 0.196 3427 183100 1.191 0.971

1413 71600 0.474 0.231 3428 183150 1.101 0.809

1414 71650 0.326 0.316 3429 183200 1.105 0.725

1415 71700 0.428 0.195 3430 183250 0.865 0.484

1416 71750 1.393 0.586 3431 183300 0.63 0.44

1417 71800 0.511 0.315 3432 183350 0.567 0.361

1418 71850 0.524 0.386 3433 183400 0.738 0.905

1419 71900 0.383 0.411 3434 183450 1.094 0.722

1420 71950 0.479 0.445 3435 183500 0.491 0.5

1421 72000 0.265 0.499 3436 183550 0.776 0.388

1422 72050 1.142 0.666 3437 183600 0.654 0.542

1423 72100 1.104 0.133 3438 183650 0.959 1.263

1424 72150 0.256 0.322 3439 183700 1.228 0.697

1425 72200 0.571 -1.145 3440 183750 1.165 1.45

1426 72250 0.871 0.489 3441 183800 1.463 1.514

1427 72300 0.786 0.387 3442 183850 0.565 0.562

Page 27: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 27 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1428 72350 0.467 0.601 3443 183900 0.705 0.705

1429 72400 0.521 0.436 3444 183950 0.473 0.556

1430 72450 0.55 0.645 3445 184000 0.816 0.5

1431 72500 0.431 0.73 3446 184050 1.271 1.025

1432 72550 0.317 0.226 3447 184100 0.637 0.409

1433 72600 0.449 0.55 3448 184150 0.591 0.668

1434 72650 0.566 0.854 3449 184200 2.03 1.459

1435 72700 0.828 0.521 3450 184250 1.555 1.67

1436 72750 1.122 0.35 3451 184300 1.712 1.073

1437 72800 0.511 0.38 3452 184350 0.898 1.74

1438 72850 0.954 0.291 3453 184400 0.634 0.658

1439 72900 0.532 0.287 3454 184450 -0.172 1.241

1440 72950 1.023 0.625 3455 184500 0.587 0.5

1441 73000 0.68 0.738 3456 184550 0.548 0.249

1442 73050 0.677 0.838 3457 184600 0.676 0.632

1443 73100 0.527 0.997 3458 184650 0.091 0.376

1444 73150 0.668 1.004 3459 184700 0.585 0.313

1445 73200 0.648 0.893 3460 184750 0.733 0.18

1446 73250 0.288 0.852 3461 184800 0.126 0.325

1447 73300 1.228 0.942 3462 184850 0.883 0.517

1448 73350 1.255 1.657 3463 184900 0.808 0.298

1449 73400 1.062 1.576 3464 184950 0.688 0.217

1450 73450 1.181 3.504 3465 185000 0.571 0.037

1451 73500 0.337 2.281 3466 185050 0.612 0.589

1452 73550 1.763 1.763 3467 185100 0.721 0.789

1453 73600 0.791 0.94 3468 185150 0.437 0.71

1454 73650 0.832 -0.014 3469 185200 0.899 1.15

1455 73700 0.647 0.705 3470 185250 1.503 0.577

1456 73750 0.664 0.648 3471 185300 0.986 0.592

1457 73800 0.489 0.412 3472 185350 0.055 0.41

1458 73850 0.23 0.19 3473 185400 1.126 0.251

1459 73900 0.389 0.15 3474 185450 0.596 0.513

1460 73950 -0.376 0.117 3475 185500 0.969 0.877

1461 74000 0.076 0.076 3476 185550 1.249 0.545

1462 74050 0.119 -0.24 3477 185600 0.691 0.318

1463 74100 -0.044 -0.044 3478 185650 0.728 0.384

1464 74150 0.126 0.478 3479 185700 0.886 0.465

1465 74200 0.064 0.204 3480 185750 1.122 1.338

1466 74250 0.046 0.039 3481 185800 1.067 0.708

1467 74300 0.585 0.348 3482 185850 0.74 0.7

1468 74350 0.65 0.278 3483 185900 0.549 0.156

1469 74400 0.355 0.517 3484 185950 0.466 0.45

1470 74450 0.526 0.516 3485 186000 0.557 0.138

1471 74500 0.561 1.084 3486 186050 0.534 0.484

1472 74550 0.723 0.526 3487 186100 0.183 0.085

1473 74600 0.905 0.134 3488 186150 0.395 0.398

1474 74650 0.304 -0.139 3489 186200 -0.361 0.182

1475 74700 0.377 0.247 3490 186250 0.246 1.033

1476 74750 0.399 0.169 3491 186300 0.567 1.069

1477 74800 0.114 0.598 3492 186350 0.679 1.185

1478 74850 1.73 1.592 3493 186400 1.092 1.134

1479 74900 0.622 0.332 3494 186450 1.396 0.145

1480 74950 0.587 0.749 3495 186500 0.993 1.011

1481 75000 1.265 0.772 3496 186550 1.579 0.772

1482 75050 0.392 0.608 3497 186600 1.471 1.046

Page 28: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 28 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1483 75100 0.749 0.745 3498 186650 0.948 0.678

1484 75150 0.856 0.852 3499 186700 0.531 0.081

1485 75200 0.627 1.029 3500 186750 1.378 1.14

1486 75250 1.202 0.864 3501 186800 0.74 0.954

1487 75300 0.826 0.825 3502 186850 1.035 0.438

1488 75350 0.818 0.584 3503 186900 0.676 0.06

1489 75400 0.601 1.13 3504 186950 1.071 0.151

1490 75450 0.819 1.214 3505 187000 0.152 -0.132

1491 75500 1.211 1.654 3506 187050 0.725 0.619

1492 75550 0.875 0.683 3507 187100 1.269 0.717

1493 75600 0.651 0.413 3508 187150 1.348 1.418

1494 75650 0.686 1.508 3509 187200 0.951 0.301

1495 75700 1.28 0.682 3510 187250 1.215 0.851

1496 75750 0.737 0.178 3511 187300 0.997 0.634

1497 75800 -0.184 0.722 3512 187350 1.127 1.325

1498 75850 -1.04 0.637 3513 187400 0.399 0.562

1499 75900 0.386 1.032 3514 187450 0.294 0.447

1500 75950 0.412 0.64 3515 187500 0.051 -0.072

1501 76000 0.437 1.192 3516 187550 0.621 -0.405

1502 76050 0.15 0.617 3517 187600 0.687 -0.166

1503 76100 0.297 0.978 3518 187650 0.443 0.11

1504 76150 0.854 0.585 3519 187700 0.66 -0.131

1505 76200 0.951 0.281 3520 187750 0.419 0.593

1506 76250 1.011 1.018 3521 187800 0.561 0.32

1507 76300 0.782 0.855 3522 187850 0.742 0.53

1508 76350 0.843 0.931 3523 187900 1.6 0.91

1509 76400 0.864 0.597 3524 187950 1.616 1.11

1510 76450 0.162 0.378 3525 188000 1.949 0.771

1511 76500 0.487 0.487 3526 188050 0.826 0.668

1512 76550 0.519 0.743 3527 188100 0.726 0.722

1513 76600 0.988 0.581 3528 188150 1.108 0.396

1514 76650 0.901 0.743 3529 188200 0.556 0.175

1515 76700 0.48 0.504 3530 188250 0.94 0.244

1516 76750 0.702 0.516 3531 188300 0.142 0.499

1517 76800 0.506 0.532 3532 188350 0.512 0.09

1518 76850 0.467 0.442 3533 188400 0.612 0.251

1519 76900 0.737 0.278 3534 188450 -0.118 -0.208

1520 76950 0.735 0.27 3535 188500 1.018 0.53

1521 77000 0.399 0.549 3536 188550 1.065 0.949

1522 77050 0.444 0.397 3537 188600 1.432 1.561

1523 77100 0.625 0.357 3538 188650 1.218 0.498

1524 77150 0.864 0.429 3539 188700 1.265 0.495

1525 77200 0.802 0.573 3540 188750 1.23 0.714

1526 77250 0.667 0.801 3541 188800 -0.051 0.16

1527 77300 0.767 0.769 3542 188850 -0.555 0.399

1528 77350 0.983 0.864 3543 188900 1.079 0.26

1529 77400 0.761 0.727 3544 188950 0.301 0.673

1530 77450 0.464 0.254 3545 189000 0.932 0.68

1531 77500 0.348 0.55 3546 189050 0.87 0.72

1532 77550 0.013 0.467 3547 189100 0.322 0.729

1533 77600 0.413 0.891 3548 189150 0.63 0.826

1534 77650 0.62 0.513 3549 189200 0.388 0.683

1535 77700 0.451 0.602 3550 189250 0.69 0.611

1536 77750 0.425 0.628 3551 189300 0.448 0.722

1537 77800 -0.005 0.655 3552 189350 0.638 0.455

Page 29: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 29 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1538 77850 0.925 0.156 3553 189400 0.663 0.633

1539 77900 -0.203 -0.087 3554 189450 0.808 0.634

1540 77950 1.461 0.359 3555 189500 0.707 0.597

1541 78000 0.55 0.449 3556 189550 0.425 0.763

1542 78050 0.851 0.886 3557 189600 0.961 1.002

1543 78100 1.026 1.392 3558 189650 1.636 1.538

1544 78150 0.838 0.465 3559 189700 1.461 0.718

1545 78200 0.673 0.353 3560 189750 0.61 1.098

1546 78250 0.61 0.44 3561 189800 0.874 0.169

1547 78300 0.659 0.942 3562 189850 0.709 0.001

1548 78350 0.672 0.865 3563 189900 0.381 0.11

1549 78400 0.545 0.882 3564 189950 0.636 0.437

1550 78450 0.35 0.358 3565 190000 0.339 0.433

1551 78500 0.48 0.478 3566 190050 0.797 1.076

1552 78550 0.93 0.232 3567 190100 1.053 0.852

1553 78600 0.71 0.231 3568 190150 1.161 0.637

1554 78650 1.036 0.93 3569 190200 0.89 0.878

1555 78700 0.932 0.514 3570 190250 1.258 0.897

1556 78750 0.393 0.584 3571 190300 0.913 0.808

1557 78800 0.668 1.171 3572 190350 1.279 1.206

1558 78850 0.381 0.833 3573 190400 1.212 1.179

1559 78900 0.336 0.615 3574 190450 1.221 0.828

1560 78950 0.416 0.514 3575 190500 1.004 0.586

1561 79000 0.288 0.527 3576 190550 1.05 0.628

1562 79050 0.264 0.782 3577 190600 0.962 0.909

1563 79100 0.189 0.814 3578 190650 1.044 0.465

1564 79150 0.878 0.878 3579 190700 0.768 1.122

1565 79200 0.907 0.907 3580 190750 0.368 0.439

1566 79250 0.806 0.806 3581 190800 0.874 0.663

1567 79300 1.32 1.32 3582 190850 0.999 0.734

1568 79350 0.736 1.254 3583 190900 1.027 0.844

1569 79400 1.186 1.298 3584 190950 0.795 0.524

1570 79450 0.689 0.896 3585 191000 0.89 0.515

1571 79500 0.39 0.81 3586 191050 0.498 0.622

1572 79550 0.906 0.906 3587 191100 0.52 0.585

1573 79600 0.033 0.382 3588 191150 0.411 0.314

1574 79650 0.162 0.162 3589 191200 0.732 0.672

1575 79700 1.091 1.091 3590 191250 0.475 0.253

1576 79750 0.418 0.837 3591 191300 0.338 0.482

1577 79800 0.663 0.91 3592 191350 0.483 0.689

1578 79850 0.713 0.266 3593 191400 0.783 0.576

1579 79900 0.831 0.189 3594 191450 0.471 0.525

1580 79950 0.495 0.771 3595 191500 0.996 0.321

1581 80000 -0.075 0.729 3596 191550 0.884 0.512

1582 80050 0.466 0.614 3597 191600 0.976 0.487

1583 80100 0.322 -1.041 3598 191650 1.01 0.886

1584 80150 0.534 0.204 3599 191700 1.011 0.731

1585 80200 0.255 -0.17 3600 191750 1.209 1.106

1586 80250 0.488 1.306 3601 191800 1.185 1.239

1587 80300 0.914 0.812 3602 191850 1.125 1.398

1588 80350 0.549 0.366 3603 191900 1.335 1.144

1589 80400 0.566 0.098 3604 191950 0.969 1.42

1590 80450 0.877 1.038 3605 192000 0.948 1.324

1591 80500 1.109 0.464 3606 192050 0.441 0.914

1592 80550 0.513 0.182 3607 192100 0.427 0.603

Page 30: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 30 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1593 80600 0.71 0.71 3608 192150 0.515 0.351

1594 80650 0.552 0.809 3609 192200 0.554 -0.01

1595 80700 1.18 0.719 3610 192250 0.614 0.457

1596 80750 0.477 0.894 3611 192300 0.438 0.582

1597 80800 0.694 0.778 3612 192350 0.483 0.4

1598 80850 0.454 0.318 3613 192400 0.91 0.252

1599 80900 0.56 1.412 3614 192450 0.014 -0.109

1600 80950 0.834 0.575 3615 192500 0.336 0.35

1601 81000 0.749 1.606 3616 192550 0.63 0.63

1602 81050 0.605 1.059 3617 192600 0.726 0.251

1603 81100 0.75 0.607 3618 192650 0.898 0.433

1604 81150 -0.003 -0.003 3619 192700 0.844 0.554

1605 81200 0.638 -0.091 3620 192750 0.668 0.407

1606 81250 -0.206 0.171 3621 192800 0.718 0.805

1607 81300 0.111 -0.299 3622 192850 0.735 0.931

1608 81350 -0.008 -0.008 3623 192900 0.964 1.27

1609 81400 0.227 -0.248 3624 192950 0.716 0.304

1610 81450 0.583 -0.576 3625 193000 0.51 0.513

1611 81500 0.623 -0.113 3626 193050 0.747 0.669

1612 81550 0.576 0.135 3627 193100 0.091 0.102

1613 81600 -0.058 0.411 3628 193150 0.968 0.612

1614 81650 0.402 0.539 3629 193200 0.619 0.138

1615 81700 0.118 0.476 3630 193250 0.576 -0.258

1616 81750 0.238 0.344 3631 193300 0.774 0.265

1617 81800 -0.198 0.598 3632 193350 0.216 0.24

1618 81850 -0.084 0.409 3633 193400 0.341 0.339

1619 81900 0.107 0.37 3634 193450 0.306 -0.14

1620 81950 -0.084 0.351 3635 193500 -0.211 0.256

1621 82000 0.096 0.356 3636 193550 0.428 0.652

1622 82050 -0.157 -0.143 3637 193600 0.22 0.63

1623 82100 0.533 0.634 3638 193650 0.819 1.033

1624 82150 0.186 0.165 3639 193700 0.711 0.568

1625 82200 0.184 0.069 3640 193750 0.778 0.474

1626 82250 0.22 0.155 3641 193800 0.863 1.442

1627 82300 0.646 0.218 3642 193850 0.289 0.356

1628 82350 -0.172 0.583 3643 193900 0.717 -0.304

1629 82400 -0.072 0.745 3644 193950 0.354 0.386

1630 82450 -0.337 0.644 3645 194000 0.622 0.335

1631 82500 0.778 0.703 3646 194050 0.518 -0.023

1632 82550 0.667 0.433 3647 194100 0.829 -0.053

1633 82600 0.323 0.229 3648 194150 0.601 0.322

1634 82650 0.069 0.111 3649 194200 0.41 0.23

1635 82700 0.45 0.18 3650 194250 0.4 0.051

1636 82750 0.908 1.201 3651 194300 0.451 0.325

1637 82800 0.401 1.271 3652 194350 0.313 -0.274

1638 82850 0.512 0.577 3653 194400 0.58 0.928

1639 82900 0.183 1.518 3654 194450 0.83 0.488

1640 82950 0.033 0.159 3655 194500 0.447 0.886

1641 83000 0.801 0.967 3656 194550 0.499 0.542

1642 83050 0.221 0.508 3657 194600 0.655 0.307

1643 83100 0.167 0.548 3658 194650 0.551 0.397

1644 83150 -0.905 0.14 3659 194700 1.073 -0.081

1645 83200 0.076 0.159 3660 194750 0.63 -0.021

1646 83250 0.084 0.034 3661 194800 0.151 0.408

1647 83300 0.748 1.011 3662 194850 0.9 0.234

Page 31: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 31 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1648 83350 -3.171 6.602 3663 194900 0.204 -0.154

1649 83400 0.746 0.804 3664 194950 0.549 -0.176

1650 83450 1.264 0.634 3665 195000 0.115 -0.329

1651 83500 1.459 0.636 3666 195050 0.344 0.657

1652 83550 0.938 0.905 3667 195100 1.981 0.812

1653 83600 1.381 -1.7 3668 195150 0.678 0.415

1654 83650 0.951 0.853 3669 195200 0.792 0.402

1655 83700 0.433 1.035 3670 195250 0.946 0.87

1656 83750 0.624 1.205 3671 195300 1.099 0.459

1657 83800 0.301 0.085 3672 195350 0.839 0.335

1658 83850 0.385 1.034 3673 195400 0.526 0.325

1659 83900 1.095 1.229 3674 195450 0.951 0.618

1660 83950 1.079 0.833 3675 195500 0.512 0.624

1661 84000 0.635 0.416 3676 195550 0.62 0.341

1662 84050 0.721 0.95 3677 195600 0.424 0.507

1663 84100 0.271 -0.075 3678 195650 0.533 0.553

1664 84150 0.678 0.057 3679 195700 1.069 0.227

1665 84200 0.901 0.17 3680 195750 1.256 1.558

1666 84250 0.829 0.137 3681 195800 0.769 0.692

1667 84300 0.85 0.787 3682 195850 0.726 0.569

1668 84350 1.459 0.397 3683 195900 0.726 0.325

1669 84400 0.961 -0.113 3684 195950 0.642 0.351

1670 84450 0.552 -1.396 3685 196000 0.678 0.31

1671 84500 1.728 0.134 3686 196050 0.705 0.165

1672 84550 0.561 1.171 3687 196100 0.832 0.548

1673 84600 0.884 0.344 3688 196150 0.662 0.389

1674 84650 0.767 1.076 3689 196200 0.529 0.257

1675 84700 0.704 0.697 3690 196250 0.673 0.224

1676 84750 1.195 0.955 3691 196300 0.621 0.331

1677 84800 0.236 0.43 3692 196350 0.993 0.439

1678 84850 0.924 0.821 3693 196400 0.562 0.256

1679 84900 1.029 0.591 3694 196450 0.995 0.573

1680 84950 1.418 1.104 3695 196500 0.644 0.638

1681 85000 1.521 0.902 3696 196550 0.917 0.645

1682 85050 1.295 1.393 3697 196600 0.55 0.697

1683 85100 0.89 0.894 3698 196650 0.269 0.365

1684 85150 1.029 0.845 3699 196700 -0.23 0.244

1685 85200 1.187 0.913 3700 196750 0.525 0.325

1686 85250 0.818 0.961 3701 196800 0.83 0.592

1687 85300 1.239 1.166 3702 196850 0.742 0.456

1688 85350 1.35 1.164 3703 196900 0.486 0.499

1689 85400 1.002 1.819 3704 196950 0.495 0.33

1690 85450 1.245 1.466 3705 197000 0.474 0.494

1691 85500 0.217 0.39 3706 197050 0.527 0.481

1692 85550 -0.068 0.233 3707 197100 0.749 0.62

1693 85600 0.437 0.437 3708 197150 0.696 0.535

1694 85650 1.389 1.389 3709 197200 0.425 0.395

1695 85700 1.721 1.127 3710 197250 0.4 0.299

1696 85750 1.341 1.116 3711 197300 0.656 0.316

1697 85800 0.151 0.729 3712 197350 0.943 0.214

1698 85850 0.238 0.413 3713 197400 1.023 0.518

1699 85900 0.894 0.706 3714 197450 0.959 0.854

1700 85950 0.781 1.148 3715 197500 1.186 1.28

1701 86000 0.998 0.656 3716 197550 1.036 1.299

1702 86050 0.923 0.741 3717 197600 0.562 1.588

Page 32: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 32 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1703 86100 1.188 0.955 3718 197650 0.257 2.542

1704 86150 0.94 1.017 3719 197750 1.738 1.287

1705 86200 0.783 0.095 3720 197800 1.918 1.034

1706 86250 0.258 0.611 3721 197850 1.537 0.696

1707 86300 0.485 1.171 3722 197900 0.089 1.316

1708 86350 0.364 0.401 3723 197950 0.254 1.749

1709 86450 0.407 0.407 3724 198000 -0.425 1.202

1710 86550 -0.107 -0.107 3725 198050 -0.832 1.174

1711 86600 -0.73 -0.73 3726 198100 -1.267 2.206

1712 86650 0.083 0.083 3727 198150 -0.845 0.881

1713 86700 0.788 -0.275 3728 198200 -0.553 2.099

1714 86850 1.285 1.535 3729 198250 -1.3 1.563

1715 86900 1.18 1.577 3730 198300 -1.797 0.652

1716 86950 2.821 2.559 3731 198350 -2.293 1.932

1717 87000 3.24 2.664 3732 198400 -0.259 0.189

1718 87050 2.08 2.972 3733 198450 -0.134 -0.134

1719 87100 3.489 2.604 3734 198500 -0.739 3.511

1720 87150 3.426 3.4 3735 198550 -0.204 2.518

1721 87200 2.336 2.535 3736 198600 -0.295 2.052

1722 87250 2.379 2.85 3737 198650 -0.12 1.645

1723 87300 2.626 0.601 3738 198700 -0.12 2.345

1724 87350 6.111 6.175 3739 198750 -0.431 2.411

1725 87400 -0.111 -0.111 3740 198800 -0.224 1.198

1726 87450 0.104 0.104 3741 198850 0.267 3.078

1727 87500 0.786 0.786 3742 198900 0.479 0.989

1728 87550 0.786 0.786 3743 198950 0.496 2.176

1729 87600 1.276 1.795 3744 199000 0.124 1.117

1730 87650 1.162 3.482 3745 199050 0.556 0.315

1731 87700 3.143 19.821 3746 199100 -0.095 0.845

1732 87750 10.061 12.436 3747 199150 -0.212 0.409

1733 87800 1.669 7.947 3748 199200 -0.326 0.494

1734 87850 2.134 5.132 3749 199250 -1.536 0.729

1735 87900 1.399 1.697 3750 199300 0.121 0.275

1736 87950 0.286 0.419 3751 199350 -0.123 0.831

1737 88000 0.332 0.107 3752 199400 -0.016 0.934

1738 88050 0.762 0.254 3753 199450 -0.248 0.733

1739 88100 0.768 0.378 3754 199500 -0.099 0.702

1740 88150 0.238 0.217 3755 199550 0.001 0.989

1741 88200 -0.321 0.442 3756 199600 -0.468 0.794

1742 88250 -0.183 0.545 3757 199650 -0.395 0.812

1743 88300 -0.183 0.531 3758 199700 -0.011 0.526

1744 88350 0.615 0.615 3759 199750 0.303 0.571

1745 88400 1.029 1.029 3760 199800 0.088 0.771

1746 88450 1.132 1.132 3761 199850 0.472 0.481

1747 88500 0.694 0.694 3762 199900 -0.047 0.374

1748 88550 -0.052 -0.052 3763 199950 0.661 0.827

1749 88600 0.23 0.23 3764 200000 0.821 0.798

1750 88650 0.586 0.92 3765 200050 0.291 0.382

1751 88700 0.928 1.207 3766 200100 0.152 0.375

1752 88750 1.267 1.267 3767 200150 0.935 1.101

1753 88800 0.511 0.511 3768 200200 -0.254 0.82

1754 88850 0.638 0.638 3769 200250 0.116 0.936

1755 88900 0.59 0.59 3770 200300 0.169 1.185

1756 88950 0.437 0.542 3771 200350 0.134 1.607

1757 89000 0.432 0.678 3772 200400 0.487 1.009

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PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 33 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1758 89050 0.481 0.481 3773 200450 1.339 0.807

1759 89100 0.384 0.384 3774 200500 1.06 0.688

1760 89150 0.421 0.421 3775 200550 0.499 0.459

1761 89200 0.961 0.961 3776 200600 -0.167 0.61

1762 89250 1.176 1.176 3777 200650 0.54 0.592

1763 89300 1.012 1.012 3778 200700 0.158 0.055

1764 89350 0.813 0.964 3779 200750 0.158 0.133

1765 89400 1.661 1.661 3780 200800 -0.013 0.429

1766 89450 1.78 1.78 3781 200850 0.044 0.489

1767 89500 1.483 1.483 3782 200900 0.138 0.432

1768 89550 1.088 1.088 3783 200950 -0.077 0.221

1769 89650 0.73 0.73 3784 201000 -0.492 0.253

1770 89700 0.338 0.338 3785 201050 -0.455 0.324

1771 89750 0.409 1.269 3786 201100 0.115 -0.108

1772 89800 0.721 1.501 3787 201150 0.055 0.332

1773 89850 0.954 0.633 3788 201200 0.01 0.299

1774 89900 0.883 1.304 3789 201250 0.356 -0.037

1775 89950 1.077 0.893 3790 201300 -0.004 0.439

1776 90000 0.919 0.846 3791 201350 0.122 0.343

1777 90050 1.063 0.535 3792 201400 0.183 0.294

1778 90100 1.105 0.485 3793 201450 0.536 0.252

1779 90150 1.041 0.344 3794 201500 0.141 0.174

1780 90200 1.285 0.99 3795 201550 0.016 -0.056

1781 90250 1.28 0.653 3796 201600 0.503 0.432

1782 90300 1.661 0.822 3797 201650 1.045 0.477

1783 90350 1.275 0.738 3798 201700 0.118 -0.094

1784 90400 1.383 0.559 3799 201750 0.095 0.314

1785 90450 1.218 0.823 3800 201800 0.15 0.387

1786 90500 1.095 1.095 3801 201850 0.673 0.315

1787 90550 0.944 0.944 3802 201900 1.155 0.545

1788 90600 0.78 0.511 3803 201950 4.032 4.652

1789 90650 0.767 0.31 3804 202000 5.507 2.066

1790 90700 0.902 0.843 3805 202050 5.878 5.699

1791 90750 0.813 0.995 3806 202100 0.513 0.561

1792 90800 0.815 0.916 3807 202150 0.872 1.085

1793 90850 0.826 0.575 3808 202200 0.17 0.839

1794 90900 0.849 0.549 3809 202250 -0.071 0.21

1795 90950 0.769 0.769 3810 202300 -0.557 0.549

1796 91000 0.459 0.686 3811 202350 0.047 0.469

1797 91050 0.575 0.575 3812 202400 -0.777 0.608

1798 91100 0.953 0.953 3813 202450 -0.442 0.917

1799 91150 0.468 0.468 3814 202500 0.053 0.264

1800 91200 0.432 0.432 3815 202550 -0.134 0.232

1801 91250 1.084 1.084 3816 202600 -0.271 0.554

1802 91300 0.587 0.802 3817 202650 0.297 0.438

1803 91350 0.771 0.712 3818 202700 -0.207 0.394

1804 91400 0.818 0.818 3819 202750 0.485 0.612

1805 91450 1.17 1.17 3820 202800 0.013 0.367

1806 91500 1.17 1.17 3821 202850 0.422 0.344

1807 91650 -0.343 0.15 3822 202900 0.149 0.202

1808 91700 0.737 1.197 3823 202950 -0.153 0.051

1809 91750 0.738 0.738 3824 203000 0.023 0.114

1810 91800 0.558 0.892 3825 203050 0.039 0.073

1811 91850 0.773 0.535 3826 203100 0.097 0.24

1812 91900 0.857 0.733 3827 203150 0.221 0.163

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PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 34 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1813 91950 1.27 0.852 3828 203200 -0.226 0.471

1814 92000 0.945 0.846 3829 203250 -0.055 0.522

1815 92050 0.98 0.37 3830 203300 0.097 0.242

1816 92100 1.286 1.074 3831 203350 -0.197 0.533

1817 92150 1.513 0.856 3832 203400 -0.208 0.201

1818 92200 1.794 1.398 3833 203450 -0.216 -0.385

1819 92250 1.787 1.023 3834 203500 -0.01 0.179

1820 92300 1.153 1.153 3835 203550 -0.786 -0.117

1821 92350 0.294 0.294 3836 203600 -0.28 0.227

1822 92400 1.62 0.796 3837 203650 0.235 0.088

1823 92450 0.951 0.453 3838 203700 0.09 -0.079

1824 92500 1.273 0.464 3839 203750 -0.254 -0.052

1825 92550 0.875 -0.119 3840 203800 -0.646 -0.152

1826 92600 0.906 0.861 3841 203850 -0.184 -0.086

1827 92650 1.87 0.697 3842 203900 0.189 -0.08

1828 92700 -42213.535 0.224 3843 203950 -0.042 0.194

1829 92750 1.036 0.909 3844 204000 0.027 0.307

1830 92800 0.951 0.78 3845 204050 0.081 0.006

1831 92850 0.389 1.317 3846 204100 -0.238 -0.144

1832 92900 0.53 0.961 3847 204150 0.165 0.003

1833 92950 1.019 1.157 3848 204200 0.146 -0.128

1834 93000 0.826 1.004 3849 204250 -0.032 -0.202

1835 93050 0.38 0.6 3850 204300 -0.052 -0.455

1836 93100 0.046 0.812 3851 204350 -0.069 0.018

1837 93150 0.815 0.634 3852 204400 -0.402 0.061

1838 93200 1.037 0.075 3853 204450 -0.625 0.034

1839 93250 1.284 0.455 3854 204500 -0.401 0.028

1840 93300 1.376 0.484 3855 204550 -0.323 -0.149

1841 93350 2.477 2.676 3856 204600 -0.245 0.148

1842 93400 1.214 0.599 3857 204650 -0.097 0.22

1843 93450 1.325 1.253 3858 204700 -0.57 0.226

1844 93500 1.657 1.346 3859 204750 0.174 -0.147

1845 93550 1.381 1.119 3860 204800 0.042 0.208

1846 93600 1.238 1.102 3861 204850 0.044 0.244

1847 93650 0.937 1.126 3862 204900 0.293 -0.57

1848 93700 0.806 1.528 3863 204950 0.284 -0.163

1849 93750 1.369 0.926 3864 205000 0.057 -0.606

1850 93800 1.067 1.067 3865 205050 -0.009 -0.361

1851 93850 0.991 0.27 3866 205100 -0.688 0.413

1852 93900 0.644 0.644 3867 205150 0.731 0.383

1853 93950 0.81 0.838 3868 205200 0.242 -0.008

1854 94000 1.884 1.193 3869 205250 0.44 -0.482

1855 94050 1.622 1.51 3870 205300 0.508 0.638

1856 94100 1.587 0.55 3871 205350 0.517 0.047

1857 94150 0.942 1.002 3872 205400 0.202 0.338

1858 94200 -0.279 0.267 3873 205450 0.879 -0.132

1859 94250 0.926 0.997 3874 205500 0.685 0.002

1860 94300 1.386 1.054 3875 205550 0.462 0.006

1861 94350 1.192 1.229 3876 205600 0.395 -0.148

1862 94400 1.281 0.827 3877 205650 0.368 -0.283

1863 94450 1.139 1.186 3878 205700 0.179 0.223

1864 94500 1.127 1.206 3879 205750 -0.691 0.356

1865 94550 1.439 0.768 3880 205800 0.282 0.008

1866 94600 0.543 1.446 3881 205850 0.357 0.153

1867 94650 1.249 0.974 3882 205900 0.242 0.066

Page 35: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 35 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1868 94700 1.344 0.999 3883 205950 0.411 0.068

1869 94750 1.286 1.027 3884 206000 0.597 0.397

1870 94800 1.642 1.282 3885 206050 0.227 -0.06

1871 94850 2.229 1.317 3886 206100 0.393 0.111

1872 94900 1.591 0.791 3887 206150 0.32 0.317

1873 94950 1.628 1.37 3888 206200 0.466 0.42

1874 95000 1.641 1.222 3889 206250 0.794 0.624

1875 95050 1.115 0.845 3890 206300 -0.216 0.449

1876 95100 1.099 0.98 3891 206350 1.062 0.34

1877 95150 1.482 1.482 3892 206400 0.524 0.202

1878 95200 1.183 1.183 3893 206450 0.951 0.399

1879 95250 1.105 1.346 3894 206500 0.573 0.279

1880 95300 0.661 0.939 3895 206550 0.749 0.61

1881 95350 0.391 1.072 3896 206600 -0.165 0.563

1882 95400 1.328 0.406 3897 206650 0.175 0.967

1883 95450 0.975 0.013 3898 206700 0.073 0.333

1884 95500 1.201 0.6 3899 206750 0.168 0.599

1885 95550 1.767 0.9 3900 206800 0.44 0.466

1886 95600 1.193 1.367 3901 206850 0.349 0.53

1887 95650 1.14 0.275 3902 206900 0.348 0.361

1888 95700 1.438 1.034 3903 206950 0.447 0.26

1889 95750 0.55 1.44 3904 207000 0.496 0.417

1890 95800 0.826 0.812 3905 207050 0.436 0.25

1891 95850 1.221 0.182 3906 207100 0.319 0.149

1892 95900 0.675 0.485 3907 207150 0.861 1.26

1893 95950 0.672 1.397 3908 207200 1.87 1.555

1894 96000 1.208 1.47 3909 207250 2.903 2.436

1895 96050 1.099 1.375 3910 207300 3.455 3.798

1896 96100 0.868 1.09 3911 207350 3.07 3.144

1897 96150 0.886 0.406 3912 207400 2.487 1.307

1898 96200 1.307 1.208 3913 207450 1.594 0.975

1899 96250 1.236 1.655 3914 207500 1.569 0.627

1900 96300 1.52 1.272 3915 207550 1.704 0.691

1901 96350 1.324 0.827 3916 207600 1.914 0.895

1902 96400 0.703 0.841 3917 207650 1.596 0.763

1903 96450 0.648 0.866 3918 207700 1.272 0.607

1904 96500 0.852 0.591 3919 207750 1.079 0.709

1905 96550 0.714 0.952 3920 207800 0.254 0.848

1906 96600 0.382 0.833 3921 207850 0.01 0.74

1907 96700 -0.022 -0.483 3922 207900 1.058 0.673

1908 96750 1.17 1.023 3923 207950 1.084 0.582

1909 96800 0.97 0.746 3924 208000 0.491 0.558

1910 96850 0.74 0.452 3925 208050 -0.185 0.551

1911 96900 0.747 0.382 3926 208100 -0.521 0.24

1912 96950 1.287 0.857 3927 208150 0.684 0.266

1913 97000 1.074 0.388 3928 208200 -0.189 -0.054

1914 97050 1.666 1.391 3929 208250 0.094 -0.225

1915 97100 1.061 0.85 3930 208300 0.193 0.374

1916 97150 1.271 0.752 3931 208350 0.15 0.029

1917 97200 1.064 0.325 3932 208400 0.195 0.039

1918 97250 0.843 0.608 3933 208450 0.002 0.159

1919 97300 1.335 0.312 3934 208500 -0.637 0.253

1920 97350 1.184 0.357 3935 208550 -0.211 0.362

1921 97400 1.115 0.863 3936 208600 0.174 1.082

1922 97450 1.583 1.215 3937 208650 0.478 0.199

Page 36: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 36 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1923 97500 0.919 0.893 3938 208700 0.193 0.824

1924 97550 0.756 0.874 3939 208750 0.004 0.625

1925 97600 1.411 0.884 3940 208800 -0.132 0.112

1926 97650 0.31 0.829 3941 208850 -0.051 -0.109

1927 97700 0.637 0.631 3942 208900 0.295 0.546

1928 97750 0.634 0.623 3943 208950 0.163 0.551

1929 97800 1.186 0.454 3944 209000 -0.111 0.124

1930 97850 0.585 0.424 3945 209050 0.015 0.63

1931 97900 0.45 1.367 3946 209100 0.044 0.486

1932 97950 0.705 0.855 3947 209150 -0.521 0.927

1933 98000 0.922 0.797 3948 209200 -0.149 -0.062

1934 98050 0.91 0.725 3949 209250 0.497 -0.521

1935 98100 0.955 0.868 3950 209300 0.281 0.589

1936 98150 0.811 1.36 3951 209350 -0.206 -0.337

1937 98200 0.676 1.54 3952 209400 0.326 0.256

1938 98250 1.178 1.067 3953 209450 0.484 0.444

1939 98300 1.573 1.038 3954 209500 0.484 0.763

1940 98350 1.387 0.782 3955 209550 0.133 0.201

1941 98400 1.405 0.833 3956 209600 0.583 0.513

1942 98450 1.49 0.807 3957 209650 0.394 0.435

1943 98500 1.529 0.746 3958 209700 0.358 0.604

1944 98550 1.101 0.92 3959 209750 0.685 0.87

1945 98600 1.58 0.843 3960 209800 0.331 0.713

1946 98650 1.066 0.541 3961 209850 0.468 0.346

1947 98700 1.273 0.827 3962 209900 0.609 0.29

1948 98750 1.254 1.389 3963 209950 0.412 0.695

1949 98800 1.253 0.18 3964 210000 0.438 0.755

1950 98850 1.441 0.259 3965 210050 0.239 0.375

1951 98900 1.394 0.548 3966 210100 0.194 0.372

1952 98950 1.169 1.381 3967 210150 0.424 0.158

1953 99000 1.341 0.87 3968 210200 0.503 0.87

1954 99050 1.506 0.499 3969 210250 0.764 0.947

1955 99100 1.057 0.885 3970 210300 0.44 0.492

1956 99150 1.007 0.871 3971 210350 0.423 0.609

1957 99200 0.91 0.91 3972 210400 0.31 0.508

1958 99250 0.892 0.892 3973 210450 0.482 0.525

1959 99300 0.685 0.342 3974 210500 0.484 0.319

1960 99350 1.212 0.525 3975 210550 0.414 0.41

1961 99400 0.842 0.485 3976 210600 0.325 0.244

1962 99450 1.274 0.491 3977 210650 0.579 0.372

1963 99500 1.24 0.901 3978 210700 0.393 0.405

1964 99550 1.504 1.427 3979 210750 0.36 0.401

1965 99600 2.404 2.502 3980 210800 0.289 0.409

1966 99650 0.693 1.283 3981 210850 0.698 0.552

1967 99700 1.577 0.179 3982 210900 0.604 0.647

1968 99750 1.091 0.08 3983 210950 0.747 0.449

1969 99800 0.835 0.839 3984 211000 0.412 0.477

1970 99850 0.926 0.513 3985 211050 0.384 0.361

1971 99900 1.226 0.397 3986 211100 0.546 0.502

1972 99950 1.154 0.359 3987 211150 0.603 0.387

1973 100000 0.827 0.514 3988 211200 0.914 0.462

1974 100050 0.974 0.399 3989 211250 0.42 0.307

1975 100100 0.35 0.597 3990 211300 0.43 0.386

1976 100150 0.428 0.561 3991 211350 0.526 0.763

1977 100200 0.448 0.254 3992 211400 0.43 0.653

Page 37: Annexure 2.2: Embankment Details Embankment Height (m) Sl. … · 2016. 6. 15. · 130 6650 0.727 -0.164 2145 108600 1.58 0.707 131 6700 0.407 0.301 2146 108650 1.078 0.857 132 6750

PPP Techno-Economic Feasibility Study for Narketpally - Addanki - Medarametla Road Preliminary Project Report

Andhra Pradesh Road Development Corporation 37 of 37Vol. IV: EIA

October 2008

Sl. No. Chainage (m)Embankment Height (m)

Sl. No. Chainage (m)Embankment Height (m)

LHS RHS LHS RHS

1978 100250 0.405 0.228 3993 211450 0.586 0.209

1979 100300 0.964 0.356 3994 211500 1.448 1.487

1980 100350 0.523 0.465 3995 211550 1.429 1.516

1981 100400 0.586 0.717 3996 211600 1.027 0.564

1982 100450 0.482 0.471 3997 211650 1.462 1.033

1983 100500 0.399 0.436 3998 211700 0.549 0.615

1984 100550 0.096 0.305 3999 211750 0.653 0.634

1985 100600 0 0.086 4000 211800 0.591 0.35

1986 100650 0.311 0.328 4001 211850 0.509 0.323

1987 100700 0.177 0.915 4002 211900 0.745 0.755

1988 100750 0.773 1.604 4003 211950 0.816 0.469

1989 100800 0.42 1.125 4004 212000 0.795 0.787

1990 100850 0.859 2.244 4005 212050 1.039 0.802

1991 100900 4.12 3.78 4006 212100 0.286 0.802

1992 100950 1.639 4.249 4007 212150 1.083 0.615

1993 101000 4.674 2.392 4008 212200 0.399 0.337

1994 101050 2.017 0.514 4009 212250 0.81 0.273

1995 101100 1.658 0.227 4010 212300 0.622 0.82

1996 101150 0.889 1.207 4011 212350 0.721 0.424

1997 101200 0.669 0.409 4012 212400 0.651 0.285

1998 101250 0.415 0.549 4013 212450 0.341 0.627

1999 101300 0.097 0.183 4014 212500 0.406 1.173

2000 101350 0.41 0.721 4015 212550 0.388 0.741

2001 101400 0.338 0.232 4016 212600 0.325 0.324

2002 101450 0.514 0.252 4017 212650 0.325 0.332

2003 101500 0.375 0.284 4018 212700 0.666 0.463

2004 101550 0.367 0.565 4019 212750 0.571 0.541

2005 101600 0.221 0.99 4020 212800 0.339 0.615

2006 101650 0.129 1.045 4021 212850 0.003 0.435

2007 101700 0.389 0.788 4022 212900 0.299 0.03

2008 101750 0.774 0.804 4023 212950 0.386 0.382

2009 101800 1.201 1.036 4024 213000 0.459 0.077

2010 101850 0.731 0.809 4025 213050 1.14 0.403

2011 101900 1.912 0.67 4026 213100 0.883 0.697

2012 101950 1.32 1.227 4027 213150 0.784 0.125

2013 102000 0.462 0.462 4028 213200 1.099 0.254

2014 102050 0.315 1.258 4029 213250 0.854 0.069

2015 102100 0.484 1.118 4030 213300 0.286 0.111


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