S.N.

"Engineering, Procurment and Construction of

Rehabilitation & Upgradation to Intermediate Lane
Project Name Configuration of Gumma To Fediz Section (km.94.900 to
km.103.550) of NH-707 in the state of Himachal Pradesh
under Green National Highway Corridor Project (GN

Authority Engineer
M/s L.N. Malviya Infra Projects Pvt. Ltd.
:
EPC Contractor
Shivalik Buildtech Pvt. Ltd.
:
GREEN MEASURE STATEMENT

VOLUME OF
DISCARDED
S.N. FROM TO LENGTH REMARKS
MATERIAL
UTILIZED
CUM
1 94900.00 95113.00 213.00
2 95113.00 103300.00 8187.00 70984.00 Subgrade
3 103550.00 103730.00 180.00
4 94900.00 95113.00 213.00
5 95113.00 103300.00 8187.00 15570.00 CTSB
6 103550.00 103730.00 180.00
7 94900.00 95113.00 213.00
8 95113.00 103300.00 8187.00 7136.25 WMM
9 103550.00 103730.00 180.00
10 94900.00 95113.00 213.00
11 95113.00 103300.00 8187.00 2378.75 DBM
12 103550.00 103730.00 180.00
13 94900.00 95113.00 213.00
14 95113.00 103300.00 8187.00 1903.00 BC
15 103550.00 103730.00 180.00
16 94900.00 95113.00 213.00
17 95113.00 103300.00 8187.00 3892.50 SHOULDER
18 103550.00 103730.00 180.00
19
20 38 NOS. 6071.18 CULVERTS
21
22 94900.00 95113.00 213.00 BOX & V
23 95113.00 103300.00 8187.00 3794.25 SHAPE
24 103550.00 103730.00 180.00 DRAIN
Loading Unloading Platform including
25
building
26 Medical Aid Centre
804.65 BUILDINGS
27 Traffic Aid Centre
28 CCTV Building
29 Wayside Amenities
Gabion Walls, Breast Walls, Retaining PROTECTION
30 52683.00
Walls WORKS
TOTAL UTILIZED MATERIAL 165,217.58 CUM
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
1 94+900 0 0 48.64 280.99 -280.99
2 94+910 0 0 59.89 453.64 -453.64
3 94+920 38.53 227.91 57.02 388.99 -161.08
4 94+930 87.25 705.82 3.7 233.48 472.34
5 94+940 80.07 845.94 2.7 31.73 814.21
6 94+950 64.68 652.28 4.11 37.17 615.11
7 94+960 49.94 480.39 36.26 256.45 223.94
8 94+970 20.3 330.18 23.12 324.23 5.95
9 94+980 21.29 204.71 7.67 157.35 47.36
10 94+990 28.01 237.25 0.84 44.96 192.29
11 95+000 51.66 380.78 1.05 10.02 370.76
12 95+010 41.36 451.01 2 15.86 435.15
13 95+020 40.75 410.58 2.63 23.17 387.41
14 95+030 24.23 324.94 30.02 163.25 161.69
15 95+040 6.01 151.2 32.98 315 -163.8
16 95+050 9.49 77.48 1.71 173.47 -95.99
17 95+060 23.89 166.88 1.58 16.45 150.43
18 95+070 52.76 372.5 1.27 14.56 357.94
19 95+080 47.77 469.63 1.87 16.47 453.16
20 95+090 43.28 412.32 1.93 20 392.32
21 95+100 22.26 303.66 7.27 50.58 253.08
22 95+110 9.61 153.03 6.49 73.11 79.92
23 95+120 8.89 92.5 6.73 66.06 26.44
24 95+130 4.29 65.88 6.33 65.28 0.6
25 95+140 7.48 58.8 2.2 42.68 16.12
26 95+150 10.33 89.02 1.81 20.06 68.96
27 95+160 25.43 178.79 1.57 16.9 161.89
28 95+170 31.46 276.55 1.47 15.63 260.92
29 95+180 52 385.07 0.95 13.1 371.97
30 95+190 63.07 525.16 1 10.7 514.46
31 95+200 31.1 446.07 0.99 10.57 435.5
32 95+210 1.37 162.35 17.3 91.44 70.91
33 95+220 2.99 23.13 6.85 107.56 -84.43
34 95+230 7.51 56.97 2.01 38.38 18.59
35 95+240 15.26 123.32 3.84 26.42 96.9
36 95+250 25.65 211.73 2.86 32.16 179.57
37 95+260 32.91 289.64 1.83 23.68 265.96
38 95+270 33.55 310.25 1.02 15.29 294.96
39 95+280 69.58 470.4 0.01 5.73 464.67
40 95+290 51.59 580.95 0.01 0.06 580.89
41 95+300 8.53 300.59 11.35 56.79 243.8
42 95+310 2.67 56.01 24.5 179.27 -123.26
43 95+320 3 28.39 34.46 294.8 -266.41
44 95+330 25.94 144.72 0.73 175.96 -31.24
45 95+340 52.97 394.55 0 3.67 390.88
46 95+350 56.82 533.62 0 0 533.62
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
47 95+360 44.12 483.3 0 0.01 483.29
48 95+370 53.7 474.27 0 0.01 474.26
49 95+380 40.73 469.75 0 0.02 469.73
50 95+390 17.26 289.95 0.48 2.44 287.51
51 95+400 5.07 115.46 3.34 17.91 97.55
52 95+410 10.83 86.19 1.05 18.75 67.44
53 95+420 7.12 100.1 1.05 8.53 91.57
54 95+430 11.06 100.72 0.58 6.49 94.23
55 95+440 30.07 225.94 0.11 2.92 223.02
56 95+450 21.79 270.02 1.18 6.15 263.87
57 95+460 19.45 198.72 1.55 14.17 184.55
58 95+470 38.93 255.5 0.77 13.09 242.41
59 95+480 75.43 490.64 0.89 9.75 480.89
60 95+490 46.84 527.03 2.19 18.31 508.72
61 95+500 13.93 275.27 3.63 32.49 242.78
62 95+510 11.61 125.82 6.16 49.71 76.11
63 95+520 15.29 144.49 5.41 53.92 90.57
64 95+530 12.33 155.05 5.32 47.47 107.58
65 95+540 12.43 130.67 5.25 49.98 80.69
66 95+550 6.98 97.08 4.97 51.11 45.97
67 95+560 24.85 159.16 2.86 39.14 120.02
68 95+570 90.67 577.61 0.72 17.87 559.74
69 95+580 69 798.39 0.44 5.76 792.63
70 95+590 45.88 584.12 2.42 13.92 570.2
71 95+600 0.81 247.2 24.49 116.03 131.17
72 95+610 6.91 41.77 38.1 256.51 -214.74
73 95+620 16.64 126.97 14.85 219.21 -92.24
74 95+630 20.36 199.69 2.76 75.58 124.11
75 95+640 37.73 304.78 0.75 16.45 288.33
76 95+650 38.61 381.7 1.29 10.23 371.47
77 95+660 33.67 346.02 3.97 27.56 318.46
78 95+670 23.59 263.64 4.5 46.03 217.61
79 95+680 20.73 203.45 4.47 48.19 155.26
80 95+690 43.2 299.91 4.19 45.55 254.36
81 95+700 30.68 362.79 4.49 44.02 318.77
82 95+710 4.74 181.51 8.02 61.32 120.19
83 95+720 4.92 51.93 29.9 162.09 -110.16
84 95+730 15.12 107.16 6.96 159.49 -52.33
85 95+740 38.54 268.33 3.85 54.05 214.28
86 95+750 65.59 447.06 2.07 33.33 413.73
87 95+760 52.64 465.9 1.3 19.85 446.05
88 95+770 71.9 533.35 5.71 41.45 491.9
89 95+780 83.54 777.24 6.89 62.96 714.28
90 95+790 17.1 533.88 2.86 44.72 489.16
91 95+800 22.98 225.12 6.45 40.58 184.54
92 95+810 1.35 135.92 7.51 62.5 73.42
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
93 95+820 0.57 10.19 12.42 90.95 -80.76
94 95+830 34.07 197.52 19.35 134.18 63.34
95 95+840 81.11 657.16 23.95 175.99 481.17
96 95+850 102.17 952.35 31.37 260.62 691.73
97 95+860 109.1 1056.33 25.34 283.56 772.77
98 95+870 53.46 741.16 0 144.58 596.58
99 95+880 112.83 687.66 0.38 2.14 685.52
100 95+890 88.51 817.75 1.81 12.18 805.57
101 95+900 89.65 753.06 0.72 13.74 739.32
102 95+910 89.59 853.82 0.01 3.73 850.09
103 95+920 68.36 801.81 0 0.04 801.77
104 95+930 25.63 487.91 1.08 5 482.91
105 95+940 42.22 343.6 0.15 5.91 337.69
106 95+950 48.31 452.66 0 0.77 451.89
107 95+960 112.08 801.95 0 0.01 801.94
108 95+970 106.83 1094.54 0.01 0.06 1094.48
109 95+980 61.58 842.03 1.35 6.79 835.24
110 95+990 11.52 365.46 6.92 41.32 324.14
111 96+000 0.23 58.74 22.49 147.01 -88.27
112 96+010 29.61 149.21 15.39 189.38 -40.17
113 96+020 147.58 885.94 7.2 112.98 772.96
114 96+030 130.1 1388.41 6.79 69.95 1318.46
115 96+040 121.14 1256.22 5.16 59.71 1196.51
116 96+050 54.15 847.17 7.34 64.9 782.27
117 96+060 27.36 365.61 6.29 73.2 292.41
118 96+070 40.5 300.62 2.37 46.66 253.96
119 96+080 24.62 289.52 0.57 15.76 273.76
120 96+090 32.13 256.52 0 3.01 253.51
121 96+100 42.97 346.59 0 0.02 346.57
122 96+110 4.2 220.66 4.72 20 200.66
123 96+120 20.81 119.9 0.58 25.04 94.86
124 96+130 15.04 179.24 6.89 37.34 141.9
125 96+140 19.31 171.71 7.22 70.53 101.18
126 96+150 23.07 222.35 4.29 54.45 167.9
127 96+160 15.09 206.88 5.12 43.26 163.62
128 96+170 18.97 179.62 9.84 69.12 110.5
129 96+180 15.57 174.03 7.43 85.51 88.52
130 96+190 13.43 145.01 5.3 63.64 81.37
131 96+200 30.96 210.95 4.26 49.81 161.14
132 96+210 39.43 317.05 2.34 36.13 280.92
133 96+220 5.43 207.87 2.47 25.65 182.22
134 96+230 21.73 133.17 3.4 29.79 103.38
135 96+240 32.82 272.74 1.29 23.47 249.27
136 96+250 12.99 242.55 0.91 10.31 232.24
137 96+260 11.86 134.65 0.54 6.13 128.52
138 96+270 17.26 157.73 0.63 5.4 152.33
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
139 96+280 24.69 233.16 0.37 4.68 228.48
140 96+290 39.88 360.42 0.25 2.55 357.87
141 96+300 20.86 339.34 1.69 6.89 332.45
142 96+310 13.66 195.37 0.18 6.68 188.69
143 96+320 27.44 219.14 0.06 1.08 218.06
144 96+330 7.33 173.85 0.03 0.49 173.36
145 96+340 43.16 249.72 0.04 0.39 249.33
146 96+350 57.07 468.98 0.39 2.27 466.71
147 96+360 51.5 508.44 1.29 8.81 499.63
148 96+370 14.4 329.49 32.1 166.96 162.53
149 96+380 26.16 209.9 4.7 173.46 36.44
150 96+390 39.01 338.65 21.29 122.5 216.15
151 96+400 41.71 403.6 3.32 123.04 280.56
152 96+410 30.4 360.55 2.89 31.02 329.53
153 96+420 22.42 264.1 1.88 23.82 240.28
154 96+430 34.05 282.33 2.15 20.14 262.19
155 96+440 34.92 344.86 3.44 27.95 316.91
156 96+450 35.99 354.55 13.16 82.98 271.57
157 96+460 25.86 309.24 12.03 125.96 183.28
158 96+470 28.92 268.42 0.9 66.76 201.66
159 96+480 27.69 272.56 0.05 4.91 267.65
160 96+490 11.79 191.11 0.02 0.36 190.75
161 96+500 3.97 77.94 0.26 1.46 76.48
162 96+510 2.36 31.63 1.95 11.06 20.57
163 96+520 1.07 17.14 6.47 42.07 -24.93
164 96+530 1.13 11 21.58 140.2 -129.2
165 96+540 5.17 31.5 6.4 139.89 -108.39
166 96+550 50.9 269.59 0 34.23 235.36
167 96+560 72.09 564.56 0 0 564.56
168 96+570 28.81 464.82 0.41 2.15 462.67
169 96+580 6.63 171.05 3.17 18.49 152.56
170 96+590 2.44 45.32 2.73 29.54 15.78
171 96+600 7.24 48.92 4.42 35.42 13.5
172 96+610 9.73 90.07 4.16 40.61 49.46
173 96+620 12.58 119.39 5.51 45.81 73.58
174 96+630 7.39 105.03 4.88 49.9 55.13
175 96+640 6.68 70.31 5.27 50.73 19.58
176 96+650 15.38 110.3 5.06 51.65 58.65
177 96+660 29.01 218.19 1.31 32.38 185.81
178 96+670 28.58 276.59 0.32 8.37 268.22
179 96+680 48.36 366.73 0.06 1.93 364.8
180 96+690 41.85 430.53 0.61 3.49 427.04
181 96+700 25.72 328.47 1.29 9.77 318.7
182 96+710 8.35 170.33 8.42 48.55 121.78
183 96+720 14.67 115.1 9.24 88.29 26.81
184 96+730 36.22 254.45 7.91 85.76 168.69
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
185 96+740 27.47 318.42 6.02 69.69 248.73
186 96+750 77.29 523.8 3.4 47.13 476.67
187 96+760 28.11 526.99 3.04 32.24 494.75
188 96+770 8.57 191.99 2.16 25.06 166.93
189 96+780 15.76 132.16 0.74 13.49 118.67
190 96+790 41.12 299.86 0.02 3.6 296.26
191 96+800 29.48 353.01 1.93 9.75 343.26
192 96+810 33.41 299.93 2.22 21.81 278.12
193 96+820 55.86 407.81 0.01 12.31 395.5
194 96+830 67.07 565.36 0.01 0.09 565.27
195 96+840 50.99 569.69 0 0.03 569.66
196 96+850 41.36 461.73 2.11 10.54 451.19
197 96+860 28.36 333.85 15.82 97.75 236.1
198 96+870 39.72 318.63 0 91.17 227.46
199 96+880 32.68 345.22 0.01 0.04 345.18
200 96+890 18.28 252.3 1.5 7.63 244.67
201 96+900 22.02 201.51 2.08 17.9 183.61
202 96+910 15.85 194.16 3.2 25.64 168.52
203 96+920 28.12 243.9 8.8 50.41 193.49
204 96+930 4.74 193.93 21.79 105.7 88.23
205 96+940 1.21 34.78 36.71 202.21 -167.43
206 96+950 2.48 19.92 7.01 185.85 -165.93
207 96+960 20.98 115.45 1.54 43.8 71.65
208 96+970 34.62 252.14 1.36 15.85 236.29
209 96+980 9.97 188.62 4.46 34.92 153.7
210 96+990 9.46 86.55 4.91 54.76 31.79
211 97+000 13.1 110.57 0 25.49 85.08
212 97+010 28.25 206.73 0.15 0.77 205.96
213 97+020 32.47 303.61 0.16 1.59 302.02
214 97+030 30.21 313.43 0.05 1.07 312.36
215 97+040 11.51 213.37 0.06 0.5 212.87
216 97+050 8.82 104.37 0.38 2.04 102.33
217 97+060 3.09 60.13 0.59 4.71 55.42
218 97+070 7.14 51.13 0.22 4.03 47.1
219 97+080 14.02 99.62 0 1.22 98.4
220 97+090 20.99 157.35 0.01 0.07 157.28
221 97+100 22.06 206.85 0.01 0.12 206.73
222 97+110 18.26 201.61 0.04 0.29 201.32
223 97+120 26.17 222.16 0.01 0.27 221.89
224 97+130 19.15 226.63 0.01 0.08 226.55
225 97+140 19.86 198.34 0.05 0.29 198.05
226 97+150 23.88 230.68 0.04 0.44 230.24
227 97+160 10.47 182.88 0.23 1.24 181.64
228 97+170 9.82 107.75 0.4 2.86 104.89
229 97+180 7.37 89.92 0.01 1.87 88.05
230 97+190 10.86 92.63 0.02 0.14 92.49
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
231 97+200 8.38 96.22 0.14 0.77 95.45
232 97+210 6.74 75.6 0.7 4.18 71.42
233 97+220 9.2 79.68 1.67 11.87 67.81
234 97+230 20.47 148.38 1.42 15.47 132.91
235 97+240 25.83 231.5 0.93 11.73 219.77
236 97+250 26.13 259.77 0.86 8.93 250.84
237 97+260 20.03 230.78 1.27 10.66 220.12
238 97+270 16.35 181.9 1.29 12.81 169.09
239 97+280 19.41 178.83 1.87 15.8 163.03
240 97+290 7.92 136.68 1.86 18.64 118.04
241 97+300 8.49 82.06 1.62 17.4 64.66
242 97+310 17.6 130.43 0.31 9.68 120.75
243 97+320 12.4 148.88 0.14 2.3 146.58
244 97+330 15.72 137.37 1.41 7.9 129.47
245 97+340 15.7 151.28 3.15 23.6 127.68
246 97+350 17.35 158.65 2.77 30.75 127.9
247 97+360 8.84 125.68 2.87 29.11 96.57
248 97+370 24.9 162.24 2.12 25.72 136.52
249 97+380 36.03 293.59 1.62 19.39 274.2
250 97+390 20.92 275.67 2.87 23.21 252.46
251 97+400 23.24 216.45 0.9 19.22 197.23
252 97+410 41.37 323.06 2.36 16.31 306.75
253 97+420 36.26 388.16 0.43 13.93 374.23
254 97+430 29.23 327.44 0.21 3.16 324.28
255 97+440 49.96 395.93 0.01 1.09 394.84
256 97+450 46.42 481.9 0.45 2.29 479.61
257 97+460 23.35 348.84 1.3 8.73 340.11
258 97+470 32.78 280.62 2.28 17.89 262.73
259 97+480 19.34 272.71 4.11 30.59 242.12
260 97+490 15.24 185.93 5.23 43.91 142.02
261 97+500 15.19 163.61 10.08 71.42 92.19
262 97+510 11.32 136.95 6.11 78.46 58.49
263 97+520 26.07 186.96 3.92 50.13 136.83
264 97+530 33.42 297.46 3.76 38.42 259.04
265 97+540 51.46 424.38 3.29 35.28 389.1
266 97+550 72.17 618.15 2.34 28.14 590.01
267 97+560 82.74 774.56 1.87 21.02 753.54
268 97+570 73.26 779.97 1.66 17.63 762.34
269 97+580 41.83 575.41 2.37 20.14 555.27
270 97+590 16.62 292.24 6.93 46.52 245.72
271 97+600 0.83 87.24 8.94 79.36 7.88
272 97+610 0.07 4.48 10.69 98.14 -93.66
273 97+620 17.66 88.64 7.17 89.29 -0.65
274 97+630 61.66 396.59 5.39 62.79 333.8
275 97+640 37.7 482.53 6.28 59.88 422.65
276 97+650 9.29 205.2 9.52 86.24 118.96
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
277 97+660 47.26 240.69 5.07 82.06 158.63
278 97+670 21.67 309.99 5.47 57.61 252.38
279 97+680 8.95 149.73 5.59 56.38 93.35
280 97+690 2.54 59.67 12.95 88.42 -28.75
281 97+700 3.39 33.37 12.84 109.1 -75.73
282 97+710 5.07 47.35 8.94 93.34 -45.99
283 97+720 8.91 72.93 7.3 77.9 -4.97
284 97+730 19.78 141.36 2.86 51.43 89.93
285 97+740 16.74 174.81 1.03 20.08 154.73
286 97+750 17.5 160.95 0.05 5.65 155.3
287 97+760 25.72 204.21 0.7 4.06 200.15
288 97+770 5.04 149.51 1.53 11.46 138.05
289 97+780 26.65 158.44 1.78 16.54 141.9
290 97+790 8.23 174.41 3.5 26.39 148.02
291 97+800 8.32 80.73 4.65 41.52 39.21
292 97+810 2.2 48.58 3.97 45.27 3.31
293 97+820 24.94 129.65 2.3 32.28 97.37
294 97+830 12.24 185.9 7.41 48.52 137.38
295 97+840 4.57 88.21 10.83 83.35 4.86
296 97+850 8.94 71.83 5.21 72.14 -0.31
297 97+860 12.91 110.17 0.27 27.1 83.07
298 97+870 19.04 159.77 0.01 1.38 158.39
299 97+880 34.38 258.71 0 0.06 258.65
300 97+890 39.38 348.55 0 0 348.55
301 97+900 39.8 380.59 0 0 380.59
302 97+910 52.49 453.4 0 0 453.4
303 97+920 85.39 704.48 0 0 704.48
304 97+930 68.78 824.54 0 0 824.54
305 97+940 39.6 575.49 0.85 2.68 572.81
306 97+950 29.39 358.12 17.89 54.6 303.52
307 97+960 50.09 438.75 4.49 64.11 374.64
308 97+970 30.03 422.13 0.15 16.53 405.6
309 97+980 37.38 343.82 0.59 3.4 340.42
310 97+990 24.77 310.72 0 2.95 307.77
311 98+000 15.68 195.09 0 0 195.09
312 98+010 11.48 130.84 0 0 130.84
313 98+020 7.42 92.51 0 0 92.51
314 98+030 4.32 58.7 0.79 3.94 54.76
315 98+040 3.97 43.4 1.75 11.56 31.84
316 98+050 3.48 39.21 4.57 29.61 9.6
317 98+060 8.85 61.68 11.91 82.41 -20.73
318 98+070 7.11 79.79 13.14 125.24 -45.45
319 98+080 19.68 131.59 5.46 95 36.59
320 98+090 31.79 232.98 5.04 57.01 175.97
321 98+100 33.69 279.9 2.36 42.77 237.13
322 98+110 19.03 240.73 1.25 20.37 220.36
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
323 98+120 6.84 126.85 4.09 27.39 99.46
324 98+130 0 36.44 33.03 161.35 -124.91
325 98+140 0.24 0.76 15.24 184.93 -184.17
326 98+150 0 0.88 10.83 118.99 -118.11
327 98+160 4.59 23.38 5.13 78.32 -54.94
328 98+170 2.68 35.07 4.96 51.93 -16.86
329 98+180 0.51 14.77 6.23 58.41 -43.64
330 98+190 0.42 4.52 9.75 81.12 -76.6
331 98+200 1.36 9 7.42 85.23 -76.23
332 98+210 2 17.93 6.58 66.58 -48.65
333 98+220 1.48 18.28 2.61 44.32 -26.04
334 98+230 2.33 19.05 2.06 23.38 -4.33
335 98+240 3.23 26.92 2.27 22.19 4.73
336 98+250 6.34 46.44 1.3 18.42 28.02
337 98+260 9.43 77.8 0.72 10.27 67.53
338 98+270 11.53 104.26 1.11 9.2 95.06
339 98+280 14.22 121.12 1.46 13.85 107.27
340 98+290 17.33 147.15 2.08 19.65 127.5
341 98+300 3.68 101.18 5.49 39.38 61.8
342 98+310 4.53 41.07 8.53 70.09 -29.02
343 98+320 9.42 74.33 13.2 98.08 -23.75
344 98+330 1.44 60.8 4.21 71.55 -10.75
345 98+340 5.54 37.83 3.36 34.71 3.12
346 98+350 9.05 77.21 4.03 34.48 42.73
347 98+360 7.49 83.95 5.15 45.24 38.71
348 98+370 16.12 120.07 4.44 47.17 72.9
349 98+380 27.18 228.85 3.23 35.97 192.88
350 98+390 10.8 199.14 2.54 27.33 171.81
351 98+400 10.93 109.7 1.68 20.89 88.81
352 98+410 8.59 97.62 0.42 10.5 87.12
353 98+420 8 82.97 0.02 2.19 80.78
354 98+430 16.05 116.88 0 0.09 116.79
355 98+440 23.01 184.92 0 0 184.92
356 98+450 22.49 211.65 0 0 211.65
357 98+460 30.26 243.29 1.02 5.7 237.59
358 98+470 11.39 196.1 1.22 11.85 184.25
359 98+480 0.91 59.86 4.45 28.87 30.99
360 98+490 0.49 7.04 16.81 105.36 -98.32
361 98+500 2.09 13.69 7.79 115.29 -101.6
362 98+510 13.15 81.33 6.19 66.56 14.77
363 98+520 33.46 248.73 4.78 51.74 196.99
364 98+530 28.13 327.66 3.7 39.65 288.01
365 98+540 21.73 264.04 3.79 35 229.04
366 98+550 28.31 265.65 3.43 33.87 231.78
367 98+560 6.99 184.37 4.21 36.79 147.58
368 98+570 4.05 55.22 5.63 49.21 6.01
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
369 98+580 18.98 115.16 3.86 47.45 67.71
370 98+590 24.66 215.56 2.17 30.41 185.15
371 98+600 13.7 180.9 1.53 19.11 161.79
372 98+610 18.63 147.78 1.65 16.84 130.94
373 98+620 8.64 127.5 6.14 41.77 85.73
374 98+630 16.74 124.68 5.59 59.78 64.9
375 98+640 25.57 211.57 3.49 45.4 166.17
376 98+650 62.6 440.87 1.38 24.35 416.52
377 98+660 128.69 956.43 0.51 9.43 947
378 98+670 132.73 1307.08 0.34 4.27 1302.81
379 98+680 88.55 1106.4 0.54 4.44 1101.96
380 98+690 38.1 633.23 1.62 10.8 622.43
381 98+700 24.49 312.95 23.47 125.42 187.53
382 98+710 17.28 208.87 15.97 197.2 11.67
383 98+720 16.75 170.16 13.41 146.9 23.26
384 98+730 27.29 215.65 14.12 142.18 73.47
385 98+740 21.97 224.89 6 112.28 112.61
386 98+750 40.58 282.87 3.14 49.86 233.01
387 98+760 44.5 387.03 1.96 27.48 359.55
388 98+770 28.94 351.83 0.22 11.3 340.53
389 98+780 14.57 220.31 0.04 1.27 219.04
390 98+790 23.33 195.64 0 0.22 195.42
391 98+800 27.88 264.04 0 0.01 264.03
392 98+810 34.23 320.4 0 0 320.4
393 98+820 32.36 340.17 0 0 340.17
394 98+830 43.69 380.22 0 0 380.22
395 98+840 40.13 413.39 0.02 0.1 413.29
396 98+850 53.98 451.66 0 0.1 451.56
397 98+860 47.58 479.68 0.2 0.83 478.85
398 98+870 77.56 588.12 0 0.85 587.27
399 98+880 90.68 816.42 0 0 816.42
400 98+890 45.3 679.93 0.15 0.74 679.19
401 98+900 49.6 474.53 0 0.74 473.79
402 98+910 92.92 712.62 0.01 0.05 712.57
403 98+920 142.54 1177.33 1.2 6.04 1171.29
404 98+930 91.33 1169.36 3.3 22.49 1146.87
405 98+940 44.11 687.93 8.82 59.79 628.14
406 98+950 9.8 278.86 23.84 156.68 122.18
407 98+960 15.8 131.88 25.7 235.41 -103.53
408 98+970 29.57 233.52 23.68 234.8 -1.28
409 98+980 38.96 346.1 17.98 204.59 141.51
410 98+990 20.15 281.96 11.13 156.78 125.18
411 99+000 10.28 130.63 7.45 106.06 24.57
412 99+010 28.67 162.73 5.82 73.22 89.51
413 99+020 30.76 258.02 6.2 66.92 191.1
414 99+030 15.49 217.38 9.19 82.36 135.02
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
415 99+040 12.02 137.59 40.59 248.88 -111.29
416 99+050 11.74 120.76 33.79 359.71 -238.95
417 99+060 12.89 126.14 7.21 196.36 -70.22
418 99+070 30.43 221.05 13.99 102.87 118.18
419 99+080 19.69 250.61 16.52 152.57 98.04
420 99+090 16.79 182.39 2.09 93.06 89.33
421 99+100 11.35 148.85 0.38 11.22 137.63
422 99+110 4.52 87.58 1.94 9.94 77.64
423 99+120 5.28 55.96 6.33 30.52 25.44
424 99+130 15.67 113.97 0.22 26.64 87.33
425 99+140 63.22 420.22 0 1.01 419.21
426 99+150 16.73 403.23 0.02 0.09 403.14
427 99+160 9.33 135.29 0.7 3.43 131.86
428 99+170 26.75 195.47 2.44 14.4 181.07
429 99+180 20.79 257.68 1.64 18.96 238.72
430 99+190 37.62 317.71 2.7 20.28 297.43
431 99+200 15.94 290.31 6.52 41.78 248.53
432 99+210 19.26 180.9 4.1 51.48 129.42
433 99+220 18.43 188.44 2.75 34.25 154.19
434 99+230 8.67 134.35 3.28 30.42 103.93
435 99+240 6.11 67.65 7.74 60.52 7.13
436 99+250 16.86 98.1 4.1 70.58 27.52
437 99+260 47.11 280 1.02 31.26 248.74
438 99+270 20.23 299.32 2.52 20.61 278.71
439 99+280 3.85 109.6 6.63 49.76 59.84
440 99+290 10.12 69.11 6.09 64.15 4.96
441 99+300 19.44 158.77 6.67 60.69 98.08
442 99+310 11.13 174.04 6.66 60.21 113.83
443 99+320 14.41 136.95 7.06 64.59 72.36
444 99+330 12.85 136.33 6.92 69.89 66.44
445 99+340 14.59 137.22 5.23 60.77 76.45
446 99+350 10.72 129.3 8.95 69.62 59.68
447 99+360 8.38 98.11 8.51 84.98 13.13
448 99+370 2.57 56.23 5.59 68.87 -12.64
449 99+380 6.08 44.18 1.7 35.75 8.43
450 99+390 18.29 124.4 0.03 8.48 115.92
451 99+400 60.14 392.15 0 0.16 391.99
452 99+410 31.56 458.53 0.01 0.07 458.46
453 99+420 15.22 233.94 0.19 1.05 232.89
454 99+430 8.4 118.14 4.51 23.53 94.61
455 99+440 15.52 119.62 7.54 60.25 59.37
456 99+450 4.18 98.48 4.15 58.44 40.04
457 99+460 14.49 93.34 3.46 38.03 55.31
458 99+470 12.75 136.22 6.54 49.98 86.24
459 99+480 15.44 140.94 5.27 59.07 81.87
460 99+490 40.27 278.55 0.04 26.56 251.99
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
461 99+500 31.04 351.02 0.03 0.35 350.67
462 99+510 45.28 371.98 0.03 0.33 371.65
463 99+520 25.23 345.63 1.95 10.26 335.37
464 99+530 9.55 173.91 4.65 33 140.91
465 99+540 34.79 213.93 4.93 49.81 164.12
466 99+550 29.89 306.23 6.99 62.56 243.67
467 99+560 15.47 219.53 17.54 127.4 92.13
468 99+570 0 77.34 27.93 227.36 -150.02
469 99+580 0.72 3.7 19.85 234.95 -231.25
470 99+590 3.77 23.88 14.19 161.13 -137.25
471 99+600 3.86 41.67 14.87 133.63 -91.96
472 99+610 1 26.63 20.63 159.96 -133.33
473 99+620 5.88 37.72 30.08 223.28 -185.56
474 99+630 6.1 63.05 15.72 209.83 -146.78
475 99+640 14.22 102.84 5.05 102 0.84
476 99+650 3.93 89.73 5.41 52.76 36.97
477 99+660 9.62 64.9 4.26 49.71 15.19
478 99+670 13.87 110.99 14.63 100.6 10.39
479 99+680 4.03 84.48 5.92 109.09 -24.61
480 99+690 16.55 98.28 2.85 45.2 53.08
481 99+700 10.95 135.17 1.77 23.37 111.8
482 99+710 2.06 65.07 1.4 15.89 49.18
483 99+720 14.77 84.15 0.08 7.43 76.72
484 99+730 17.09 159.28 0 0.41 158.87
485 99+740 16.88 169.83 0 0 169.83
486 99+750 14.56 154.86 0 0 154.86
487 99+760 26.39 195.5 0 0 195.5
488 99+770 10.16 169.38 0.03 0.17 169.21
489 99+780 3.78 63.69 0.8 4.38 59.31
490 99+790 11.33 68.06 0.48 6.78 61.28
491 99+800 16.66 126.9 0.18 3.55 123.35
492 99+810 23.02 186.08 0.3 2.5 183.58
493 99+820 19.1 206.12 0.69 5.05 201.07
494 99+830 19.44 194.66 0.87 7.76 186.9
495 99+840 38.6 302.14 2.5 16.29 285.85
496 99+850 28.21 348.31 3.87 30.54 317.77
497 99+860 46.61 390.09 4.53 40.14 349.95
498 99+870 11.31 301.78 5.64 48.74 253.04
499 99+880 10.26 112.29 7.79 64.45 47.84
500 99+890 0.02 53.3 12.45 98.76 -45.46
501 99+900 0.9 4.61 16.26 143.53 -138.92
502 99+910 3.07 19.41 6.87 118.27 -98.86
503 99+920 6.53 45.18 5.92 66.87 -21.69
504 99+930 9.98 80.03 1.92 40.61 39.42
505 99+940 23.12 163.77 5.85 39.29 124.48
506 99+950 23.08 231.02 4.71 52.77 178.25
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
507 99+960 2.66 128.7 18.18 114.42 14.28
508 99+970 24.15 134.02 20.39 192.86 -58.84
509 99+980 14.33 194.14 8.65 142.61 51.53
510 99+990 4.73 95.32 13.88 112.68 -17.36
511 100+000 6.38 55.55 12.98 134.33 -78.78
512 100+010 15.95 111.62 10.44 117.13 -5.51
513 100+020 14.01 149.78 9.65 100.47 49.31
514 100+030 21.12 175.64 9.48 95.63 80.01
515 100+040 23.35 222.35 8.47 89.74 132.61
516 100+050 39.86 316.06 6.95 77.09 238.97
517 100+060 19.2 295.31 7.8 73.72 221.59
518 100+070 10.86 150.3 8.06 79.28 71.02
519 100+080 8.22 98.28 8.99 81.87 16.41
520 100+090 7.99 86.35 15.93 108.38 -22.03
521 100+100 8.44 87.56 11.3 116.68 -29.12
522 100+110 8.6 87.84 14.57 121.91 -34.07
523 100+120 7.77 80.27 24.54 202.36 -122.09
524 100+130 5.15 59.65 22.84 269.32 -209.67
525 100+140 5.67 49.72 15.12 216.22 -166.5
526 100+150 2.81 40.13 17.17 175.86 -135.73
527 100+160 5.08 39.41 12.37 147.72 -108.31
528 100+170 4.64 48.6 10.32 113.45 -64.85
529 100+180 3.27 39.59 5.96 81.37 -41.78
530 100+190 6.12 47.39 6.96 63.89 -16.5
531 100+200 7.26 67.78 2.47 46.4 21.38
532 100+210 11.48 94.45 3.02 27.25 67.2
533 100+220 7.98 97.33 1.17 20.96 76.37
534 100+230 13.69 108.35 0.54 8.57 99.78
535 100+240 14.33 140.11 0.17 3.58 136.53
536 100+250 11.7 128.15 0.83 5.13 123.02
537 100+260 8.12 95.83 2.12 15.31 80.52
538 100+270 3.24 54.76 1.99 21.18 33.58
539 100+280 10.65 66.77 2.56 23.38 43.39
540 100+290 11.6 109.02 0.77 16.95 92.07
541 100+300 14.65 131.26 3.54 21.54 109.72
542 100+310 5.43 99.18 3.26 34.75 64.43
543 100+320 10.52 77.02 0.09 17.76 59.26
544 100+330 17.7 135.7 0.35 2.24 133.46
545 100+340 11.48 143.02 0.48 4.18 138.84
546 100+350 8.4 99.38 0.08 2.81 96.57
547 100+360 4.11 63.57 0.34 2.02 61.55
548 100+370 6.91 56.03 0.45 3.95 52.08
549 100+380 9.67 83.84 0.4 4.3 79.54
550 100+390 3.62 66.43 2.83 16.15 50.28
551 100+400 5.97 46.54 8.55 60.55 -14.01
552 100+410 15.87 100.68 1.01 56.28 44.4
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
553 100+420 7.64 108.97 11.56 71.66 37.31
554 100+430 7.39 73.79 6.22 92.1 -18.31
555 100+440 8.8 82.22 3.7 48.35 33.87
556 100+450 10.43 101.84 3.03 31.72 70.12
557 100+460 18.53 156.79 5.03 38.49 118.3
558 100+470 57.34 411.3 4.48 45.29 366.01
559 100+480 53.7 601.3 4.74 43.41 557.89
560 100+490 34.97 462.66 4.54 44.97 417.69
561 100+500 7.91 214.39 5.96 52.48 161.91
562 100+510 30.88 193.93 4.75 53.55 140.38
563 100+520 37.04 339.59 5.32 50.38 289.21
564 100+530 11.36 241.99 4.5 49.09 192.9
565 100+540 3.61 73.48 7.91 62.97 10.51
566 100+550 3.06 32.4 5.35 68.08 -35.68
567 100+560 16.75 96.12 5.81 57.4 38.72
568 100+570 9.6 127.93 3.5 47.82 80.11
569 100+580 20.37 146.09 4.97 42.79 103.3
570 100+590 2.29 113.27 7.39 61.78 51.49
571 100+600 0.58 15.11 6.8 68.17 -53.06
572 100+610 1.08 9.25 6.34 59.86 -50.61
573 100+620 0.31 7.25 3.41 47.16 -39.91
574 100+630 2.11 11.83 0.29 18.83 -7
575 100+640 4.79 31.7 1.72 11.64 20.06
576 100+650 4.53 42.98 2.52 24.63 18.35
577 100+660 8.35 63.39 0.41 15.07 48.32
578 100+670 9.61 90.47 0.37 3.83 86.64
579 100+680 24.67 181.35 0.03 1.9 179.45
580 100+690 24.97 262.99 0.12 0.7 262.29
581 100+700 4.25 153.18 0.16 1.29 151.89
582 100+710 4.87 47.03 3.34 16.2 30.83
583 100+720 13.58 92.26 1.49 24.14 68.12
584 100+730 7.42 100.61 0.01 8.06 92.55
585 100+740 7.78 70.37 0.01 0.09 70.28
586 100+750 15.63 112.02 0 0.05 111.97
587 100+760 24.85 202.35 0 0 202.35
588 100+770 21.15 236.37 0 0 236.37
589 100+780 29.21 266.64 1.18 5.19 261.45
590 100+790 7.22 194.37 6.47 32.66 161.71
591 100+800 14.05 115.07 18.2 101.75 13.32
592 100+810 8.06 117.43 6.36 107.94 9.49
593 100+820 23.24 156.49 0.91 36.34 120.15
594 100+830 7.43 139.89 0.84 9.33 130.56
595 100+840 7.7 65.42 1.87 14.53 50.89
596 100+850 9.14 76.06 4.82 36.06 40
597 100+860 11.74 103.25 7.36 61.54 41.71
598 100+870 5.2 84.68 5.97 66.61 18.07
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
599 100+880 2.56 38.78 7.61 67.9 -29.12
600 100+890 3.43 29.05 6.87 73.93 -44.88
601 100+900 8.27 55.36 12.12 104.05 -48.69
602 100+910 9.34 82.83 6.66 104.92 -22.09
603 100+920 40.17 239.92 4.39 57.56 182.36
604 100+930 27.9 340.38 6.83 56.14 284.24
605 100+940 14.57 215.39 3.9 52.46 162.93
606 100+950 17.89 166.44 4.19 39.23 127.21
607 100+960 10.32 144.98 4.93 44.37 100.61
608 100+970 11.1 109.99 10.75 75.33 34.66
609 100+980 8.94 102.77 8.37 91.93 10.84
610 100+990 14.58 120.62 6.18 70.94 49.68
611 101+000 18.89 169.2 6.48 62.78 106.42
612 101+010 7.5 129.18 5.64 61.37 67.81
613 101+020 6.33 64.63 4.67 52.82 11.81
614 101+030 3.66 45.92 3.71 43.25 2.67
615 101+040 1.41 23.24 4.45 42.36 -19.12
616 101+050 9.8 50.73 4.36 45.3 5.43
617 101+060 20.89 147.32 10.29 75.57 71.75
618 101+070 32.65 270 4.16 71.56 198.44
619 101+080 49.47 441.97 2.92 33.02 408.95
620 101+090 9.65 322.63 3.86 31.65 290.98
621 101+100 6.95 88.53 9.69 63.12 25.41
622 101+110 5.34 62.63 11.04 101.68 -39.05
623 101+120 4.4 48.74 8.22 96.3 -47.56
624 101+130 1.45 29.26 18.64 134.33 -105.07
625 101+140 3.02 22.47 9.45 138.07 -115.6
626 101+150 7.22 53.78 6.59 76.96 -23.18
627 101+160 7.23 74.42 14.37 101.94 -27.52
628 101+170 8.99 81.07 8.46 114.17 -33.1
629 101+180 11.92 104.52 9.33 88.97 15.55
630 101+190 15.23 135.71 1.9 56.16 79.55
631 101+200 15.35 152.85 5.11 35.07 117.78
632 101+210 11.15 132.47 5.3 52.06 80.41
633 101+220 50.97 310.61 4.36 48.3 262.31
634 101+230 14.07 325.21 4.27 43.17 282.04
635 101+240 8.38 112.25 5.34 48.04 64.21
636 101+250 8.29 83.35 6.76 60.47 22.88
637 101+260 5.66 69.72 9.86 83.09 -13.37
638 101+270 4.43 51.4 5.64 75.42 -24.02
639 101+280 6.28 56.86 2.26 36.35 20.51
640 101+290 4.03 54.34 1.1 15.78 38.56
641 101+300 11.5 82.52 2.06 15.08 67.44
642 101+310 13.97 135.62 1.98 19.22 116.4
643 101+320 19.92 179.72 3.17 24.3 155.42
644 101+330 17.5 193.64 3.43 31.82 161.82
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
645 101+340 20.92 192.13 9.2 63.17 128.96
646 101+350 9.35 151.4 6.2 77.03 74.37
647 101+360 14.7 120.26 6.43 63.14 57.12
648 101+370 12.2 134.5 2 42.1 92.4
649 101+380 14.39 130.32 6.18 41.73 88.59
650 101+390 16.7 151.75 4.37 54.09 97.66
651 101+400 24.94 207.19 1.48 29.4 177.79
652 101+410 9.65 172.97 9.51 54.95 118.02
653 101+420 9.77 97.14 12.69 111.01 -13.87
654 101+430 14.46 121.16 5.62 91.57 29.59
655 101+440 15.22 148.39 6.86 62.4 85.99
656 101+450 22.94 186.99 6.73 68.99 118
657 101+460 12.83 174.7 4.13 55.38 119.32
658 101+470 7.55 99.72 9.53 69.9 29.82
659 101+480 8.27 77.67 5.7 78.1 -0.43
660 101+490 14.24 110.49 1.89 38.84 71.65
661 101+500 11.64 127.47 0.06 9.95 117.52
662 101+510 29.59 206.16 0 0.32 205.84
663 101+520 34.38 319.88 0.01 0.04 319.84
664 101+530 44.5 377.45 0 0.03 377.42
665 101+540 39.34 396.96 0 0.01 396.95
666 101+550 11.68 240.95 0.65 3.41 237.54
667 101+560 22.35 163.46 3.11 19.46 144
668 101+570 4.98 133.03 4.52 39.02 94.01
669 101+580 4.36 42.34 13.46 101.98 -59.64
670 101+590 11.42 71.35 3.46 96.77 -25.42
671 101+600 15.22 122.1 3.28 36.56 85.54
672 101+610 8.29 110.02 7.35 57.94 52.08
673 101+620 16.23 122.57 4.71 60.32 62.25
674 101+630 2.04 92.42 6.6 55.64 36.78
675 101+640 0.63 14.34 6.68 59.19 -44.85
676 101+650 1.94 14.28 3.74 47.75 -33.47
677 101+660 6.21 41.47 3.69 36.81 4.66
678 101+670 15.85 110.32 2.91 33 77.32
679 101+680 11.82 138.34 3.09 30 108.34
680 101+690 34.23 242.58 1.07 20.47 222.11
681 101+700 8.14 231.62 1.07 9.71 221.91
682 101+710 2.97 61.62 0.18 5.51 56.11
683 101+720 3.08 33.02 12.17 36.07 -3.05
684 101+730 1.36 23.83 49.88 190.84 -167.01
685 101+740 3.93 29.14 27.29 264.48 -235.34
686 101+750 24.89 157.28 0.55 109.76 47.52
687 101+760 47.76 387.74 2.39 13.09 374.65
688 101+770 0.07 243.56 5.14 37.21 206.35
689 101+780 4.4 22.36 5.19 51.67 -29.31
690 101+790 11.82 79.32 5.98 56.85 22.47
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
691 101+800 27.44 186.43 7.74 71.82 114.61
692 101+810 31.06 273.72 4.87 67.86 205.86
693 101+820 1.23 151.17 11.63 86.4 64.77
694 101+830 0 5.44 12.32 121.67 -116.23
695 101+840 0 0 12.96 127.96 -127.96
696 101+850 8.38 37.48 8.67 113.16 -75.68
697 101+860 4.53 59.37 3.21 62.96 -3.59
698 101+870 55.05 285.11 1.75 25.65 259.46
699 101+880 34.65 442.65 0.83 13.09 429.56
700 101+890 33.56 338.04 0.02 4.31 333.73
701 101+900 12.61 220.54 0.2 1.18 219.36
702 101+910 1.47 67.81 0.32 2.66 65.15
703 101+920 29 145.47 0.26 3.02 142.45
704 101+930 14.57 206.92 0 1.43 205.49
705 101+940 15.96 144.54 1.17 6.25 138.29
706 101+950 18.29 163.18 0.06 6.53 156.65
707 101+960 19.22 181.3 3.96 21.86 159.44
708 101+970 20.13 197.97 0 19.37 178.6
709 101+980 10.92 160.68 2.74 12.79 147.89
710 101+990 24.02 183.41 0.57 15.34 168.07
711 102+000 13.77 192.29 3.47 19.51 172.78
712 102+010 40.05 269.11 1.04 22.51 246.6
713 102+020 38.56 393.08 1.44 12.38 380.7
714 102+030 33.36 359.62 1.71 15.76 343.86
715 102+040 49.05 412.07 3.52 26.14 385.93
716 102+050 15.36 322.05 5.99 47.53 274.52
717 102+060 0.84 81 8.91 74.52 6.48
718 102+070 0 4.21 14.28 115.96 -111.75
719 102+080 10.51 52.56 9.54 119.11 -66.55
720 102+090 13.34 116.36 5.93 79.77 36.59
721 102+100 3.7 75.51 6.12 65.08 10.43
722 102+110 10.02 60.07 5.51 61.22 -1.15
723 102+120 19.54 144.29 6.37 60.21 84.08
724 102+130 6.09 132.24 10.07 80.19 52.05
725 102+140 8.43 78.98 8.95 89.05 -10.07
726 102+150 3.36 61.53 11 96.93 -35.4
727 102+160 8.02 56.89 10.06 105.28 -48.39
728 102+170 18.18 130.99 14.72 123.86 7.13
729 102+180 13.2 156.88 16.54 156.3 0.58
730 102+190 11.74 124.69 11.11 138.25 -13.56
731 102+200 21.88 168.12 7.89 94.97 73.15
732 102+210 9.22 155.52 6.21 70.51 85.01
733 102+220 2.36 57.94 8.62 74.16 -16.22
734 102+230 34.28 183.23 2.99 58.05 125.18
735 102+240 53.37 438.26 0.33 16.63 421.63
736 102+250 6.39 318.64 12.1 50.42 268.22
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
737 102+260 8.84 78.67 21.34 111.94 -33.27
738 102+270 6.3 79.18 9.93 74.98 4.2
739 102+280 29.54 202.49 0.11 25.78 176.71
740 102+290 68.57 598.89 0.06 0.95 597.94
741 102+300 135.46 1173.19 0.07 0.54 1172.65
742 102+310 117.1 1300.9 35.84 166.77 1134.13
743 102+320 127.12 1221.12 0.96 184 1037.12
744 102+330 69.67 983.97 2.06 15.12 968.85
745 102+340 30.07 498.68 47.85 249.54 249.14
746 102+350 45.57 371.48 47.39 498.74 -127.26
747 102+360 16.73 281.22 56.42 650.24 -369.02
748 102+370 67.7 364.78 8.48 436.25 -71.47
749 102+380 17.27 367.64 14.95 137.36 230.28
750 102+390 3.13 85.62 21.82 206.21 -120.59
751 102+400 7.76 46.59 18.92 223.1 -176.51
752 102+410 35.18 204.07 16.38 184.64 19.43
753 102+420 45.74 404.59 13.2 147.89 256.7
754 102+430 26.95 363.45 20.83 170.16 193.29
755 102+440 42.54 347.49 21.33 210.78 136.71
756 102+450 23.78 338.28 29.57 248.47 89.81
757 102+460 9.38 170.75 23.32 255.97 -85.22
758 102+470 10.76 103.49 25.09 234.54 -131.05
759 102+480 22.75 171.79 14.95 193.86 -22.07
760 102+490 18.99 210.76 10.42 125.42 85.34
761 102+500 38.83 289.12 7.19 88.07 201.05
762 102+510 47.95 433.94 8.73 79.62 354.32
763 102+520 95 714.79 8.22 84.77 630.02
764 102+530 163.13 1290.67 7.53 78.74 1211.93
765 102+540 81.25 1221.92 7.25 73.87 1148.05
766 102+550 75.55 784.02 8.49 78.68 705.34
767 102+560 43.28 594.16 8.78 86.33 507.83
768 102+570 20.62 319.5 9.05 89.14 230.36
769 102+580 10.14 153.8 9.31 91.79 62.01
770 102+590 18.67 145.62 4.91 70.51 75.11
771 102+600 40.42 303.71 2.34 35.28 268.43
772 102+610 17.48 299.86 2.74 24.37 275.49
773 102+620 13.9 162.66 3.46 29.79 132.87
774 102+630 9.59 121.72 7.15 50.8 70.92
775 102+640 5.74 79.55 8.84 76.41 3.14
776 102+650 6.39 63.06 6.58 74.41 -11.35
777 102+660 11.28 90.39 5.47 59.23 31.16
778 102+670 16.81 140.47 4.29 48.79 91.68
779 102+680 18.53 176.73 1.5 28.95 147.78
780 102+690 23.69 211.11 0.7 11.03 200.08
781 102+700 27.89 257.92 0.05 3.76 254.16
782 102+710 10.48 191.87 0.05 0.5 191.37
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
783 102+720 5.22 78.53 0.01 0.29 78.24
784 102+730 9.02 71.21 0.01 0.1 71.11
785 102+740 6.72 79.27 2.21 10.93 68.34
786 102+750 2.52 47.23 21.42 109.25 -62.02
787 102+760 4.23 35.18 24.03 205.61 -170.43
788 102+770 13.69 93.29 22.1 210.6 -117.31
789 102+780 24.26 197.46 14.16 167.58 29.88
790 102+790 18.53 221.16 9.25 110.78 110.38
791 102+800 8.3 138.12 12.43 104.57 33.55
792 102+810 17.92 135.99 13.89 126.93 9.06
793 102+820 22.14 204.83 22.23 175.83 29
794 102+830 7.33 147.35 20.61 214.19 -66.84
795 102+840 8.85 80.9 19.79 202.01 -121.11
796 102+850 28.33 185.91 18.5 191.46 -5.55
797 102+860 15.51 217.1 7.93 133.53 83.57
798 102+870 34.35 242.46 5.67 69.69 172.77
799 102+880 33.12 323.72 4.07 50.21 273.51
800 102+890 13.14 221.35 7.68 60.64 160.71
801 102+900 11.29 118.64 7.98 80.09 38.55
802 102+910 29.03 200.03 8 80.37 119.66
803 102+920 62.03 455.27 7.24 76.2 379.07
804 102+930 53.31 576.68 9.35 82.99 493.69
805 102+940 80.38 668.45 5.18 72.66 595.79
806 102+950 65.81 730.97 5.85 55.12 675.85
807 102+960 28.37 470.93 7.78 68.14 402.79
808 102+970 70.12 492.46 7.07 74.27 418.19
809 102+980 21.45 468.63 6.82 68.3 400.33
810 102+990 18.76 208.84 5.02 56.73 152.11
811 103+000 31 259.13 12.12 79.09 180.04
812 103+010 20.27 262.97 12.44 116.22 146.75
813 103+020 16.88 184.95 2.63 76.79 108.16
814 103+030 5.42 111.32 2.5 26.73 84.59
815 103+040 8.45 65.32 1.69 22.04 43.28
816 103+050 19.21 135.49 14.33 82.86 52.63
817 103+060 35.56 273.85 11.13 127.26 146.59
818 103+070 25.26 304.08 3.7 74.14 229.94
819 103+080 17.1 196.99 4.78 44.27 152.72
820 103+090 12.98 128.5 4.78 52.58 75.92
821 103+100 6.71 86.17 5.52 56.79 29.38
822 103+110 6.57 59.21 6 63.56 -4.35
823 103+120 3.31 44.94 6.88 70.61 -25.67
824 103+130 1.11 21.82 26.22 177.37 -155.55
825 103+140 5.72 34.39 2.82 187.71 -153.32
826 103+150 6.42 57.32 5.71 44.92 12.4
827 103+160 2.48 51.41 2.52 35.57 15.84
828 103+170 0 16.5 35.22 187.83 -171.33
 Earthwork
Design Chainage Cut Area Cut Volume Fill Area Fill Volume Surplus Volume
SN
(Km) (Sq.M.) (Cu.M.) (Sq.M.) (Cu.M.) (Cu.M.)
829 103+180 12.83 72.6 27.89 319.44 -246.84
830 103+190 0 64.17 333.34 1806.18 -1742.01
831 103+200 0 0 587.4 4603.71 -4603.71
832 103+210 0 0 605.14 5962.72 -5962.72
833 103+220 0.01 0.03 427.55 5163.46 -5163.43
834 103+230 9.58 47.8 0 2159.81 -2112.01
835 103+240 4.34 71.84 0.43 1.46 70.38
836 103+250 8.15 59.77 16.17 114.54 -54.77
837 103+260 7.3 77.24 7.9 120.35 -43.11
838 103+270 73.75 445.07 0.01 32.13 412.94
839 103+280 98.02 931.5 0 0.02 931.48
840 103+290 137.88 1234.39 0 0.01 1234.38
841 103+300 136.79 1515.62 0.98 4.18 1511.44
842 103+310 74.43 1155.96 0.87 8.45 1147.51
843 103+320 67.58 710.02 0.68 7.75 702.27
844 103+330 51.31 594.45 0.22 4.52 589.93
845 103+340 32 416.54 0.87 5.47 411.07
846 103+350 31.78 325.21 5.36 29.38 295.83
847 103+360 36.49 348.85 22.26 129.33 219.52
848 103+370 55.84 461.65 18.01 201.39 260.26
849 103+380 35.69 457.65 3.81 109.14 348.51
850 103+390 24.47 284.97 2.27 31.94 253.03
851 103+400 14.12 171.23 2.25 24.47 146.76
852 103+410 58.51 332.96 2.32 24.66 308.3
853 103+420 97.46 755.07 14.1 87.35 667.72
854 103+430 70.36 839.07 8.22 111.58 727.49
855 103+440 61.59 659.72 2.38 52.97 606.75
856 103+450 47.7 546.46 1.48 19.31 527.15
857 103+460 42.05 488.5 0.77 9.88 478.62
858 103+470 7.26 286.38 3.93 20.65 265.73
859 103+480 0.13 48.03 6.06 40.58 7.45
860 103+490 33.73 221.53 4.96 41.8 179.73
861 103+500 52 503.14 4.66 39.33 463.81
862 103+510 3.41 304.32 16.27 88.91 215.41
863 103+520 1.44 24.21 40.67 284.67 -260.46
Total 20,597 204,703 7,235 70,984 133,719
 PROTECTION WORKS

S No Item Length (in m.) Volume (in Cum)

Gabion Wall 6 meter height Stone block 85.00 1020

PCC (M-15) 85.00 19
Breast Wall 5 meter height Masonary(M-20) 1855.00 12391
PCC (M-15) 1855.00 398
Filter Media 1855.00 5565
Breast Wall 3 meter height Masonary(M-20) 1760.00 5445
PCC (M-15) 1760.00 277
Filter Media 1760.00 3168
Retaining Wall 2 meter Height Masonary(M-20) 21.00 38
PCC (M-15) 21.00 3
Filter Media 21.00 11
Retaining Wall 2.5 meter Height Masonary(M-20) 75.00 191
PCC (M-15) 75.00 11
Filter Media 75.00 63
Retaining Wall 3 meter Height Masonary(M-20) 519.00 1736
PCC (M-15) 519.00 90
Filter Media 519.00 592
Retaining Wall 3.5 meter Height Masonary(M-20) 472.25 2186
PCC (M-15) 472.25 99
Filter Media 472.25 680
Retaining Wall 4 meter Height Masonary(M-20) 509.00 2850
PCC (M-15) 509.00 114
Filter Media 509.00 886
Retaining Wall 4.5 meter Height Masonary(M-20) 1287.25 9430
PCC (M-15) 1287.25 341
Filter Media 1287.25 2626
Retaining Wall 5.5 meter Height Masonary(M-20) 45.50 454
PCC (M-15) 45.50 14
Filter Media 45.50 120
Retaining Wall 6 meter Height Masonary(M-20) 38.80 454
PCC (M-15) 38.80 13
Filter Media 38.80 114
Retaining Wall 6.5 meter Height Masonary(M-20) 13.90 189
PCC (M-15) 13.90 5
Filter Media 13.90 45
Retaining Wall 7 meter Height Masonary(M-20) 53.70 836
PCC (M-15) 53.70 20
Filter Media 53.70 190
TOTAL 52684

Shoulder 8650.00 3892

Sub-base course (CTSB) 8650.00 15570
Non-bituminous base course (WMM) 8650.00 7136
Bituminous base course (DBM) 8650.00 2379
Wearing Coat (BC) 8650.00 1903
 Cross section Length Volume (in Cum)
Pre Cast Box (M-30) 1.92 12.00 762
Culverts PCC M-15 for Box 0.26 12.00 103
(length < Filter Media for Box 2.94 9.40 912
6m) - 2m Retaining Wall (M-20) 5.60 5.00 1848
33 Nos
PCC M-15 for Retaining wall 0.22 5.00 74
Filter Media for Retaining wall 1.74 3.80 436
Pre Cast Box 4.32 12.00 104
Culverts PCC M-15 for Box 0.38 12.00 9
(length < Filter Media for Box 4.38 8.65 76
6m) - 3m Retaining Wall (M-20) 9.97 5.00 199
02 Nos
PCC M-15 for Retaining wall 0.30 5.00 6
Filter Media for Retaining wall 2.64 3.80 40
Pre Cast Box 5.57 12.00 67
Culverts PCC M-15 for Box 0.48 12.00 6
(length < Filter Media for Box 5.58 7.90 44
6m) - 4m Retaining Wall (M-20) 15.57 5.00 156
01 Nos
PCC M-15 for Retaining wall 0.38 5.00 4
Filter Media for Retaining wall 3.54 3.80 27
Pre Cast Box 12.14 12.00 146
Culverts PCC M-15 for Box 0.71 12.00 9
(length < Filter Media for Box 8.34 7.90 66
6m) - 6m Retaining Wall (M-20) 17.80 5.00 178
01 Nos
PCC M-15 for Retaining wall 0.38 5.00 4
Filter Media for Retaining wall 4.14 3.80 31
Pre Cast Box 9.44 12.00 113
Culverts PCC M-15 for Box 0.71 12.00 9
(length < Filter Media for Box 4.74 7.90 37
6m) - 6x3m Retaining Wall (M-20) 17.80 5.00 178
01 Nos
PCC M-15 for Retaining wall 0.38 5.00 4
Filter Media for Retaining wall 4.14 3.80 31
Pre Cast Box 10.34 12.00 124
Culverts PCC M-15 for Box 0.71 12.00 9
(length < Filter Media for Box 5.94 7.90 47
6m) - 6x4m Retaining Wall (M-20) 17.80 5.00 178
01 Nos
PCC M-15 for Retaining wall 0.38 5.00 4
Filter Media for Retaining wall 4.14 3.80 31
TOTAL 6071

(a) Wall & Salb M25 0.61 2025.00 1240

RCC/Lined
Drain PCC M-15 0.13 2025.00 263

V-Shape
Drain PCC-M15 0.17 6525.00 1090
Wall-M20 0.18 6525.00 1201
TOTAL 3794
 Cross section Length Volume (in Cum)
PCC M15 - FOOTING 1800 X 1800 0.20 2.00 5
PCC M15 - FOOTING 2200 X 2200 0.24 2.40 15
RCC M25 RAFT - 1800 X 1800 0.32 1.80 7
RCC M25 RAFT - 2200 X 2200 0.55 2.20 31
(a) Loading RCC M25 COLUMN - 1800 X 1800 0.99 0.47 6
Unloading RCC M25 COLUMN - 2200 X 2200 1.05 0.70 19
Platform
including PCC M15 -PLINTH BEAM -PB1 0.01 8.22 0
building PCC M15 -PLINTH BEAM -PB2 0.01 5.75 2
RCC M25 -PLINTH BEAM -PB1 0.14 8.22 5
RCC M25 -PLINTH BEAM -PB2 0.12 5.75 24
M25 FLOORING - TRUSS 5.96 75.70 451
M25 FLOORING -PARKING 5.96 6.25 37
PCC M15 - FOOTING 1500 X 2000 0.22 1.50 3
RCC M25 RAFT - 1500 X 2000 0.50 1.50 6
RCC M25 COLUMN - 1800 X 1800 0.20 3.30 5
PCC M15 -PLINTH BEAM -PB1 0.26 12.00 3
PCC M15 -PLINTH BEAM -PB2 0.26 14.11 4
(a) Traffic
Aid Centre RCC M25 -PLINTH BEAM -PB1 0.14 12.00 2
RCC M25 -PLINTH BEAM -PB2 0.14 28.22 4
BEAM -B1 0.14 24.00 3
BEAM -B2 0.14 28.22 4
BEAM - SB1 0.14 14.11 2
SLAB - S1 1.14 15.81 18
PCC M15 - FOOTING 1500 X 1500 0.15 1.50 1
RCC M25 RAFT - 1500 X 1500 0.60 1.50 4
RCC M25 COLUMN - 230 X 230 0.05 4.50 1
CCTV
Building PCC M15 -PLINTH BEAM -PB1 0.03 4.83 0
RCC M25 -PLINTH BEAM -PB1 0.05 4.83 1
BEAM -B1 0.05 4.83 1
SLAB - S1 0.90 6.03 5
PCC M15 - FOOTING 1500 X 1500 0.15 1.50 8
RCC M25 RAFT - 1500 X 1500 0.60 1.50 31
Wayside
Amenities RCC M25 COLUMN - 300 X 300 0.09 2.50 8
PCC M15 -PLINTH BEAM -PB1 0.03 216.50 5
RCC M25 -PLINTH BEAM -PB1 0.14 216.50 30
PCC M15 - FOOTING 1500 X 2000 0.22 1.50 3
RCC M25 RAFT - 1500 X 2000 0.50 1.50 6
RCC M25 COLUMN - 1800 X 1800 0.20 3.30 5
PCC M15 -PLINTH BEAM -PB1 0.26 12.00 3
PCC M15 -PLINTH BEAM -PB2 0.26 14.11 4
(a) Medical
Aid Centre RCC M25 -PLINTH BEAM -PB1 0.14 12.00 2
RCC M25 -PLINTH BEAM -PB2 0.14 28.22 4
BEAM -B1 0.14 24.00 3
BEAM -B2 0.14 28.22 4
BEAM - SB1 0.14 14.11 2
SLAB - S1 1.14 15.81 18
TOTAL 805
Construction Material Used Unit Qty Source Distance from Site/lead

Km
Coarse Aggregate Ton 803616 Near Camp 165
66700

= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embo
(litre/ hour) *2} * Den

Quantity of material (kg) 803616.00

Quantity of fuel used (litre) 16574250.00
No of trips 20090.00
lead distance (km) 165.00
Fuel efficiency (km/litre) 2.50
idling time (hour) 0.50
no of trips 20090.00
idling efficiency (litre/ hour) 1.25
Density of fuel (kg/litre) 0.85

132 2651880

= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
= [Quantity of material (kg) * Embodied Carbon (kg of CO2 /kg of material)] + [Quantity of fuel used (litre) * Embod
 Vehicle Type Avg Loading on vehicle No of trips Fuel type Fuel Efficiency Idling time Total EE (MJ)

min
Truck 40 20090 Diesal 2.5 0.5

+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre
(litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))

Embodied Carbon (kg of CO2 /kg of material 0.083

Embodied Carbon (kg of CO2 / litre of fuel 35.8

596,840,903.50
7,225,796.00

+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
+ [Quantity of fuel used (litre) * Embodied Carbon (kg of CO2 / litre of fuel)] + ({[No of trips * lead distance (km)]/ fuel efficiency (km/litre) *
 Total CO2 in Kg

]/ fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency

717,185 0.0052 3729.362

fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
fuel efficiency (km/litre) *2} + {idling time (hour) * no of trips * idling efficiency (litre/ hour) *2} * Density of fuel (kg/litre) * Embodied Car
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
y of fuel (kg/litre) * Embodied Carbon (kg of CO2 /kg of fuel))
S. No. Material Emission Factor*
(in tCO2 /Tonne)
1 SUBGRADE 0.024
2 AGGREGATES 0.0052
3 DUST 0.0051
4 CEMENT 0.74
5 BITUMEN 0.49
6 STEEL 2.89
7 DIESAL 2.6769
8
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