Tribhuvan University

Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/22
Recorder:Group 5 Weather: Cloudy
Instrument:Theodolite,Staff,Ranging rod Temperature:20-25C
Horizontal angle Observation Sheet
Small Minor Traverse
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Horizontal Distance m. Mean R.L. of Remarks & Sketches
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
M14 M15 L 010'00"
10'50"
1.485 R 18011'40"
12402'20"
m1 L 12412'40"
13'10"
R 30413'40"
m1 M14 L 010'00" 9212'00" 1.030 0.765 0.500
10'50"
1.460 R 18011'40" 212'00"
668'50"
m2 L 6619'00"
19'40"
R 24620'20"
m2 m1 L 010'00"
10'50"
1.540 R 18011'40"
23723'00"
m3 L 23733'40" 18011'40" 0.975 0.788 0.600
33'50"
R 5734'00" 18011'40"
m3 m2 L 010'00"
10'50"
1.360 R 18011'40"
10656'40"
M16 L 10706'40"
07'30"
R 28708'20"
M16 m3 L 010'00" 9259'50" 1.030 0.675 0.300
10'10"
1.430 R 18010'20" 259'50"
7413'40"
M15 L 7423'50"
23'50"
R 25423'50"
Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/22
Recorder:Group 5 Weather: Cloudy
Instrument:Theodolite,Staff,Ranging rod Temperature:20-25C
Horizontal angle Observation Sheet
Small Minor Traverse
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Horizontal Distance m. Mean R.L. of Remarks & Sketches
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
CP1 m1 L 010'00" 9119'20" 1.480 0.980 0.410
10'05"
1.475 R 18010'10" 119'20"
5436'50"
CP2 L 5446'50"
46'55"
R 23447'00"
m1 m2 L 010'00" 9058'20" 0.910 0.660 0.410
10'05"
1.300 R 18010'10" 0058'20"
10055'05"
m1 L 10005'10"
05'10"
R 28105'10"
m2 M8 L 010'00" 9331'50" 1.221 0.776 0.331
10'05"
R 18010'10" 331'50"
26114'35"
m1 L 28124'10"
24'40"
R 8124'50"
M8 M9 L 010'00"
10'50"
R 18010'30"
7844'10"
m2 L 7854'10"
54'25"
R 25854'40"
Checked by:
 Tribhuvan University
Institute of Engineering 1
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2068
Observer: Group 2 Date: 2 8/7/2022
Recorder: Group 2 Weather: Sunny
Instrument: Level,Staff Temperature: 25-30C
Profile Levelling and cross-sectioning sheet

Station Distance(m) B.S I.S F.S Rise Fall R.L. Remarks Sketches
Left Center Right
0.123 875.000 BM
0+000 2.151 2.028 872.972 IP0
5.000 2.735 0.584 872.388
5.000 2.701 0.034 872.422
9.000 0.794 1.794 874.216
0.492 4.191 3.397 870.819 TP1
0+020.00 1.331 0.839 869.980
5.000 2.355 1.024 868.956
10.000 3.471 1.116 867.840
5.000 0.532 0.539 2.932 870.772
0+030.854 3.257 2.725 868.047 BC1
2.000 3.439 0.182 867.867
5.000 2.029 1.410 869.275
10.000 0.211 1.818 871.093
0.662 4.371 4.160 866.933 TP2
0+045.823 1.602 0.940 865.993 MC1
5.000 2.240 0.638 865.335
5.000 0.194 2.046 867.401
0.060.792 2.329 2.135 865.266 EC1
5.000 4.321 1.992 863.274
5.000 2.049 2.272 865.546
0+060.000 3.781 1.732 863.814 C.L
1.000 4.401 0.620 863.194
5.000 3.310 1.091 864.285
0+089.293 4.791 1.481 862.804 BC2
2.000 4.890 0.099 862.705
2.000 4.761 0.129 862.834
 0.375 4.890 0.129 862.705 TP3
5.000 0.592 0.217 862.488
0+095.690 0.662 0.070 862.418 MC2
2.000 0.749 0.087 862.331
0+102.088 2.997 2.248 860.083
4.000 2.572 0.425 860.580 EC2
0+118.040 3.141 0.569 859.939 BC3
2.000 3.135 0.006 859.945
2.000 0.462 3.193 0.058 859.887 TP4
0+132.488 1.585 1.123 858.764 MC3
3.000 1.690 1.105 857.659
3.000 0.604 1.086 858.745
0+146.924 2.645 2.041 856.704 EC3
2.000 2.646 0.001 856.703
2.000 1.675 0.971 857.674
0+160.000 3.378 1.703 855.971 C.L
2.000 3.236 0.142 856.113
3.000 3.275 0.039 856.074
0+168.094 3.581 0.306 855.768 BC4
4.000 3.558 0.023 855.791
0.500 0.352 3.368 0.19 855.981 TP5
0+178.271 1.485 1.133 854.848 MC4
4.000 0.810 0.675 855.523
1.000 0.905 0.105 855.418
0+188.448 1.823 0.908 854.510 EC4
5.000 2.695 0.872 853.638
0+192.769 3.035 0.340 853.298 BC5
1.000 2.881 0.154 853.452
5.000 3.238 0.357 853.095
0+207.632 4.561 1.323 851.772 MC5
3.000 4.282 0.279 852.051
2.000 3.610 0.672 852.723
0.610 4.982 1.372 851.351 TP6
0+222.494 2.400 1.790 849.561 EC5
3.000 2.225 0.175 849.736
0+237.568 2.130 0.095 849.831 BC6
1.000 4.820 2.490 847.341
3.000 4.348 0.272 847.613
1.000 4.822 0.474 847.139
0.610 4.889 0.067 847.072 TP7
 0+248.468 1.646 1.036 846.036 MC6
2.000 1.451 0.195 846.231
1.000 1.166 0.285 846.516
0+259.368 0.479 3.742 2.576 843.940 EC6
2.000 0.432 0.047 843.987
1.000 0.513 0.081 843.906 TP8
0+269.874 2.830 2.317 841.589 BC7
4.000 2.435 0.395 841.984 TP9
1.000 0.345 2.578 0.143 841.841
0+275.105 1.455 1.110 840.731 MC7
4.000 1.850 0.395 840.336
0+280.335 3.862 2.012 838.324 EC7
5.000 4.221 0.359 837.965
4.000 3.735 0.486 838.451
1.175 3.042 0.6931 839.144 TBM
2.985 1.810 837.334 C
0+314.290 1.590 1.395 838.729 BC8
5.000 1.418 0.172 838.901
1.000 2.350 0.932 837.969
0+321.870 2.280 0.07 838.039 MC8
2.000 3.370 1.090 836.949
4.000 0.360 3.010 839.959
0+329.450 1.285 0.925 839.034 EC8
1.000 2.340 1.055 837.979
1.000 0.400 1.940 839.919
0+343.245 2.685 2.285 837.634 BC9
1.000 1.321 1.364 838.998
2.000 2.920 1.599 837.399
2.150 2.139 0.781 838.180 TP1
0+363.329 0.860 1.29 839.470 MC9
1.000 0.190 0.670 840.140
5.000 2.970 2.780 837.360
0.515 2.455 839.815
1.000 0.160 0.355 840.170
5.000 0.260 0.100 840.070
0+383.413 0.341 0.081 839.989 EC9
1.000 0.160 0.181 840.170
5.000 0.820 0.660 839.510
3.938 0.090 0.730 840.240 TP2
0+403.489 2.928 1.01 841.250 BC10
4.000 3.015 0.087 841.163
4.000 3.632 0.617 840.546
0+411.563 2.419 1.213 841.759 MC10
4.000 1.740 0.679 842.438
6.000 3.290 1.550 840.888
0+419.637 2.150 1.140 842.028 EC10
2.000 1.898 0.252 842.280
5.000 2.705 0.807 841.473
0+432.944 0.938 1.767 843.240 BC11
2.000 0.678 0.260 843.500
4.000 0.812 0.134 843.366
0+437.756 0.401 0.411 843.777 MC11
1.000 0.143 0.258 844.035
1.000 2.389 0.235 0.092 843.943
0+442.568 2.010 0.379 844.322 EC11
5.000 2.232 0.222 844.100
0.848 1.384 845.484
2.000 0.603 0.245 845.729
4.000 0.978 0.375 845.354
0+472.380 0.650 0.328 845.682 BC12
5.000 0.535 0.115 845.797
4.000 0.595 0.060 845.737
3.853 0.210 0.385 846.122
0+487.947 3.840 0.013 846.135 MC12
1.000 3.859 0.019 846.116
5.000 3.778 0.081 846.197
0+503.515 3.415 0.363 846.560 EC12
3.000 3.438 0.023 846.537
3.000 3.225 0.213 846.750
2.473 0.752 847.502
4.000 2.525 0.052 847.450
4.000 2.765 0.240 847.210
2.438 0.062 2.703 849.913
2.070 0.368 850.281
4.500 2.115 0.045 850.236
3.000 2.020 0.095 850.331
1.550 0.47 850.801
2.000 1.171 0.379 851.180
3.000 1.415 0.244 850.936
 2.605 1.190 849.746
2.000 2.699 0.094 849.652
3.000 3.020 0.321 849.331
0+594.226 2.755 0.265 849.596 BC13
3.000 2.750 0.005 849.601
4.000 3.130 0.380 849.221
0+601.787 3.272 0.142 849.079 MC13
4.000 3.151 0.121 849.200
1.000 3.305 0.154 849.046
0+609.349 3.835 0.530 848.516 EC13
0.345 3.965 0.130 848.386
2.395 2.050 846.336
4.000 2.402 0.007 846.329
1.000 2.538 0.136 846.193
2.571 3.825 1.287 844.906
2.882 0.311 844.595
2.000 3.200 0.318 844.277
3.000 2.916 0.284 844.561
2.850 0.066 844.627
4.000 2.781 0.069 844.696
2.000 2.341 0.440 845.136
0.350 1.991 847.127
1.000 0.345 0.005 847.132
2.000 2.675 0.139 0.206 847.338
2.288 0.387 847.725
0+729.796 2.306 0.018 847.707 BC14
5.000 2.345 0.039 847.668
5.000 1.848 0.497 848.165
0+736.490 2.058 0.210 847.955 MC14
5.000 1.802 0.256 848.211
7.000 2.746 0.944 847.267
3.000 1.395 1.351 848.618
0+745.185 1.565 0.170 848.448 EC14
5.000 1.013 0.552 849.000
9.000 0.519 0.494 849.494
1.500 0.449 0.07 849.564
4.000 0.427 0.022 849.586
2.500 1.543 1.116 848.470 TBM
 11

Sketches
 12

Sketches
 13

Sketches
 14

Sketches
 15

Sketches
 16

Sketches
 17

Sketches
Sketches

18
Sketches

19
 Sketches

Checked by:
 Tribhuvan University
Institute Of Engineering
WESTERN REGION CAMPUS
Civil Engineering Departmant
BCE Survey Camp - 2068
Observer : Group 2 Date : 2068/7/21
Recorder : Group 2 Weather : sunny
Instrument: Level,Staff Temp : 20-25 C
Major Stations RL
Levelling Sheet

B.S I.S F.S

Stn. Rise Fall R.L. Remarks
Top Mid. Bot. Top Mid. Bot. Top Mid. Bot.
0.771 0.544 0.377 929.395 CP1
0.829 0.689 0.549 1.258 1.061 0.864 0.517 928.878 M9
0.698 0.405 0.112 1.880 1.700 1.520 1.011 927.867 M8
1.892 1.752 1.612 1.294 1.139 0.984 0.734 927.133 M7
0.678 0.520 0.362 0.871 0.771 0.671 0.981 928.114 M6
2.720 2.485 2.250 0.962 0.790 0.618 0.270 927.844 M5
1.205 1.128 1.051 4.503 4.348 4.193 1.863 925.981 M4
2.028 1.869 1.710 1.705 1.602 1.499 0.474 925.507 M3
2.550 2.375 2.200 0.960 0.838 0.716 1.031 926.538 M2
2.262 2.100 1.938 2.105 1.950 1.795 0.425 926.963 M1
3.360 3.230 3.100 2.065 1.910 1.755 0.190 927.153 M0
3.125 3.045 2.965 2.553 2.448 2.343 0.782 927.935 TP
2.428 2.278 2.128 2.698 2.548 2.398 0.497 928.432 CP2
1.471 1.316 1.161 0.963 929.395 CP1

Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2067
Observer: Group 5 Date: 10/25/2067
Recorder: Group 5 Weathe sunny
Instrument: Level,Staff Temperature: 20-25C

Precise Levelling Sheet

Forward
Stn. B.S I.S F.S Rise Fall R.L. Distance (m.) Total Remarks
Top Mid. Bot. Top Mid. Bot. Top Mid. Bot. D=ks
cp2 1.952 1.797 1.642 922.558 31.000 31.00
1 2.01 1.860 1.710 0.657 0.524 0.391 1.273 923.831 30.000 26.600 87.60
2 1.490 1.400 1.310 0.872 0.750 0.622 1.110 924.941 18.000 25.000 130.60
3 3.119 3.042 2.965 0.402 0.382 0.362 1.018 925.959 15.400 4.000 150.00
4 1.695 1.602 1.505 0.751 0.624 0.503 2.418 928.377 19.000 24.800 193.80
5 1.357 1.261 1.170 1.222 1.120 1.020 0.482 928.859 18.700 20.200 232.70
cp1 0.948 0.828 0.708 0.433 929.292 24.000 256.70
Reversing
cp1 0.897 0.800 0.703 929.292 19.400 19.40
1 1.620 1.079 0.996 1.539 1.421 1.303 0.621 928.671 62.400 23.600 105.40
2 0.765 0.645 0.521 1.603 1.495 1.385 0.416 928.255 24.400 21.800 151.60
3 0.915 0.842 0.770 1.763 1.644 1.524 0.999 927.256 14.500 23.900 190.00
4 1.250 1.170 1.090 4.425 4.325 4.222 3.483 923.773 16.000 20.300 226.30
5 0.710 0.615 0.520 1.745 1.658 1.565 0.488 923.285 19.000 18.000 263.30
cp2 1.435 1.345 1.250 0.730 922.555 18.500 281.80

Forward
cp1 0.850 0.761 0.679 929.292 17.100 17.10
1 1.270 1.145 1.017 1.570 1.470 1.371 0.709 928.583 25.300 19.900 62.30
2 1.297 1.178 1.064 1.481 1.361 1.242 0.216 928.367 23.300 23.900 109.50
3 1.527 1.400 1.268 1.513 1.380 1.246 0.202 928.165 25.900 26.700 162.10
 4 1.886 1.773 1.658 1.461 1.324 1.193 0.076 928.241 22.800 26.800 211.70
5 1.857 1.728 1.600 0.783 0.677 0.566 1.096 929.337 25.700 21.700 259.10
6 1.988 1.854 1.724 0.652 0.530 0.412 1.198 930.535 26.400 24.000 309.50
7 2.223 2.087 1.954 0.670 0.534 0.404 1.320 931.855 26.900 26.600 363.00
8 1.762 1.632 1.502 0.654 0.550 0.441 1.537 933.392 26.000 21.300 410.30
9 1.480 1.352 1.224 1.350 1.210 1.070 0.422 933.814 25.600 28.000 463.90
10 2.311 2.194 2.08 1.14 1.003 0.87 0.349 934.163 23.100 27.000 514.00
11 2.88 2.813 2.745 0.545 0.451 0.355 1.743 935.906 13.500 19.000 546.50
12 3.721 3.646 3.577 0.418 0.382 0.349 2.431 938.337 14.400 6.900 567.80
13 1.381 1.332 1.283 0.57 0.505 0.422 3.141 941.478 9.800 14.800 592.40
14 1.732 1.698 1.661 0.751 0.718 0.686 0.614 942.092 7.100 6.500 606.00
TBM 1.044 1.015 0.985 0.683 942.775 5.900 611.90

Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2067
Observer: Group 5 Date: 10/25/2067
Recorder: Group 5 Weathe sunny
Instrument: Level,Staff Temperature: 20-25C

Precise Levelling Sheet

Reversing
Stn. B.S I.S F.S Rise Fall R.L. Distance (m.) Total Remarks
Top Mid. Bot. Top Mid. Bot. Top Mid. Bot. D=ks
TBM 0.752 0.692 0.638 942.775 11.40 11.40
1 0.938 0.890 0.842 2.678 2.600 2.502 1.908 940.867 9.60 17.60 38.60
2 0.532 0.502 0.476 3.185 3.126 3.065 2.236 938.631 5.60 12.00 56.20
3 0.420 0.375 0.331 2.754 2.705 2.656 2.203 936.428 8.90 9.80 74.90
4 1.066 0.983 0.900 2.255 2.161 2.070 1.786 934.642 16.60 18.50 110.00
5 1.464 1.327 1.190 1.820 1.699 1.575 0.716 933.926 27.40 24.50 161.90
6 1.501 1.341 1.185 1.739 1.622 1.510 0.295 933.631 31.60 22.90 216.40
7 0.746 0.630 0.511 2.075 1.965 1.854 0.624 933.007 23.50 22.10 262.00
8 0.867 0.730 0.590 2.355 2.220 2.088 1.590 931.417 27.70 26.70 316.40
9 0.890 0.759 0.625 2.310 2.180 2.057 1.450 929.967 26.50 25.30 368.20
10 0.983 0.845 0.706 2.170 2.025 1.880 1.266 928.701 27.70 29.00 424.90
 11 1.623 1.499 1.371 1.618 1.477 1.335 0.632 928.069 25.20 28.30 478.40
12 1.610 1.477 1.344 1.427 1.272 1.114 0.227 928.296 26.60 31.30 536.30
13 1.695 1.583 1.472 1.432 1.312 1.192 0.165 928.461 22.30 24.00 582.60
cp1 0.900 0.762 0.624 0.821 929.282 27.60 610.20

Forward
TBM 1.960 1.845 1.730 942.775 23.00 23.00
1 3.256 3.125 2.990 0.586 0.445 0.302 1.400 944.175 26.60 28.40 78.00
2 1.506 1.360 1.210 0.782 0.675 0.568 2.450 946.625 29.60 21.40 129.00
3 1.468 1.286 1.108 2.145 1.790 1.798 0.430 946.195 36.00 34.70 199.70
4 1.628 1.448 1.270 1.602 1.430 1.262 0.144 946.051 35.80 34.00 269.50
5 2.934 2.737 2.540 0.714 0.586 0.454 0.862 946.913 39.40 26.00 334.90
6 1.966 1.745 1.515 1.112 0.911 0.710 1.826 948.739 45.10 40.20 420.20
7 1.775 1.598 1.420 1.510 1.322 1.136 0.423 949.162 35.50 37.40 493.10
PBM 0.910 0.745 0.582 0.853 950.015 32.80 525.90
Checked by:

Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2067
Observer: Group 5 Date: 10/25/2067
Recorder: Group 5 Weathe sunny
Instrument: Level,Staff Temperature: 20-25C

Precise Levelling Sheet

Reversing
Stn. B.S I.S F.S Rise Fall R.L. Distance (m.) Total Remarks
Top Mid. Bot. Top Mid. Bot. Top Mid. Bot. D=ks
 REVERSING

PBM 0.910 0.745 0.582 950.015 32.80 32.80

1 1.286 1.124 0.964 1.593 1.408 1.226 0.663 949.352 32.20 36.70 101.70
2 1.505 1.35 1.198 1.984 1.810 1.637 0.686 948.666 30.70 34.70 167.10
3 0.706 0.593 0.48 2.126 1.955 1.785 0.605 948.061 22.60 34.10 223.80
4 0.845 0.660 0.475 1.720 1.533 1.346 0.940 947.121 37.00 37.40 298.20
5 1.45 1.300 1.150 1.279 1.160 1.041 0.500 946.621 30.00 23.80 352.00
6 1.345 1.150 0.955 2.889 2.740 2.591 1.440 945.181 39.00 29.80 420.80
7 1.11 0.980 0.790 3.024 2.850 2.676 1.700 943.481 32.00 34.80 487.60
TBM 1.880 1.689 1.498 0.709 942.772 38.20 525.80
9
10
11
12
13
14
15
16
17
18
19

Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer: Group 7 Date: 12/11/2066
Recorder: Group 7 Weathe sunny
Instrument: Level,Staff Temperature: 20-25C

Precise Levelling Sheet

Forward
Stn. B.S I.S F.S Rise Fall R.L. Distance (m.) Total Remarks
Top Mid. Bot. Top Mid. Bot. Top Mid. Bot. D=ks
20 2.570 2.500 2.430 0.400 0.340 0.280 1.845 836.110 14.00 12.00 26.00
21 2.360 2.270 2.130 0.610 0.545 0.480 1.955 838.065 23.00 25.00 74.00
22 1.170 1.090 1.010 0.650 0.510 0.370 1.760 837.785 16.00 28.00 118.00
23 1.390 1.300 1.210 1.130 1.040 0.950 0.050 837.835 18.00 18.00 154.00
24 1.580 1.480 1.380 1.230 1.130 1.030 0.170 838.005 20.00 20.00 194.00
25 1.800 1.695 1.590 0.940 0.850 0.760 0.630 838.635 21.00 18.00 233.00
26 1.500 1.420 1.340 1.050 0.950 0.850 0.745 839.380 16.00 20.00 269.00
27 1.900 1.785 1.670 0.890 0.750 0.610 0.670 840.050 23.00 28.00 320.00
28 1.880 1.790 1.700 0.765 0.660 0.556 1.125 841.175 18.00 20.90 358.90
29 1.860 1.760 1.660 0.740 0.620 0.500 1.170 842.345 20.00 24.00 402.90
30 1.850 1.760 1.670 0.870 0.770 0.670 0.990 843.335 18.00 20.00 440.90
31 1.740 1.635 1.530 0.890 0.780 0.670 0.980 844.315 21.00 22.00 483.90
32 1.710 1.625 1.500 0.900 0.775 0.650 0.860 845.175 21.00 25.00 529.90
33 1.950 1.755 1.560 0.970 0.870 0.770 0.755 845.930 39.00 20.00 588.90
TBM 1.870 1.790 1.710 0.135 845.755 0.00 0.00 588.90
34 1.870 1.760 1.650 0.540 0.370 0.200 1.420 847.175 22.00 34.00 644.90
35 1.660 1.530 1.400 0.770 0.670 0.570 1.090 848.265 26.00 20.00 690.90
36 1.560 1.460 1.360 0.770 0.635 0.500 0.895 849.160 20.00 27.00 737.90
37 1.185 1.115 1.045 0.820 0.810 0.800 0.650 849.810 14.00 5.00 756.90
38 1.540 1.430 1.320 1.025 0.905 0.785 0.210 850.020 22.00 24.00 802.90
39 1.545 1.452 1.360 1.285 1.170 1.055 0.260 850.280 18.50 23.00 844.40
40 1.550 1.445 1.350 1.300 1.187 1.075 0.265 850.545 20.00 22.50 886.90
41 1.580 1.492 1.400 1.350 1.245 1.140 0.200 850.745 18.00 21.00 925.90
42 2.130 2.030 1.923 1.145 1.040 0.935 0.452 851.197 20.70 21.00 967.60
43 1.570 1.445 1.320 1.470 1.365 1.260 0.665 851.862 25.00 21.00 1013.60
44 1.515 1.415 1.315 1.360 1.240 1.130 0.205 852.174 20.00 23.00 1056.60
45 1.540 1.455 1.370 1.340 1.270 1.200 0.145 852.322 17.00 14.00 1087.60
CP1 0.806 0.701 0.596 0.754 853.076 21.00 1108.60

e=853.076-853.045 = 0.031 permissible = 25 SQRT(K) in mm =0.034 m

OK
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2067
Observer: Group 5 Date: 2067/10/24
Recorder: Group 5 Weather: Sunny
Instrument:Tape Temperature: 25-30C
Distance Measurement Sheet

S.no. Line Distance(m) Discrepancy Average Remarks

Forward Backward (1:2000)
1
`
 Tribhuvan University
Institute of Engineering

Western Region Campus

Civil Engineering Department
BCE Survey Camp -2067
Observer:Group 5 Date: 2067/10/26
Recorder:Group 5 Weather: Cloudy
Instrument: Temperature:20-25C
Traverse Computation (Small Minor Traverse)

Stn Line Length Horizontal Bearing Bearing Corrected Consecutive Independent Correction Corrected
pt. (l) Angle () correction Bearing Coordinates Coordinates Coordinates
m. deg min sec deg (n) Lat.=lcos Dep.=lsin Lat. Dep. Lat.(+) Dep.(-) Lat. Dep.

M9 M8-M9 63.950 93 1 20 93.022 231.68 0.000 231.68 561.33 545.26 561.33 545.26
m4 M9-m4 36.910 198 51 0 198.850 144.70 0.000 144.70 -30.12 21.33 531.21 566.59 0.0460 0.0480 531.26 566.64
m3 m4-m3 56.210 146 54 40 146.911 263.55 0.000 263.55 -53.81 15.92 477.40 582.51 0.0700 0.0730 477.52 582.63
m2 m3-m2 47.220 164 1 20 164.022 130.46 0.000 130.46 -30.54 35.93 446.859 613.44 0.0620 0.0640 447.04 618.62
m1 m2-m1 41.870 174 5 40 174.094 114.48 0.000 114.48 -17.35 38.11 429.508 656.541 0.0520 0.0550 429.74 656.78
M5 m1-M5 57.08 75 14 20 75.239 108.577 -0.00028 108.58 -18.18 54.11 411.324 710.646 0.0720 0.0750 411.63 710.96
M6 M5-M6 65.92 3.816 -0.0003 3.82
M7
M8

Traverse Computation (Big Minor Traverse)

Stn Line Length Horizontal Bearing Bearing Corrected Consecutive Independent Correction Corrected
pt (l) Angle () correction Bearing Coordinates Coordinates Coordinates
m. deg min sec deg (n) Lat.=lcos Dep.=lsin Lat. Dep. Lat. Dep. Lat. Dep.
Remarks Remarks
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2068
Observer:Group 2 Date: 068/7/21
Recorder:Group 2 Weather: Sunny
Instrument: Temperature:25-30C

Stn. Distance Horizontal Angle Corrected Bearing Consecutive Correction Corrected consecutive Independent Corrected Corrected Bearing

Remarks
pt. (l) Angle Corr. angle () Coordinates coordinates Coordinates Length
m. deg min sec deg deg deg deg Lat.=lcos Dep.=lsin Lat. Dep. Lat. Dep. Lat. Dep. m. deg deg min sec
CP1 500 500
CP2 108.635 93 4 30 93.075 0.00388 93.07888 214.4833 -89.546 -61.505 0.05 0.011 -89.496 -61.494 410.504 438.506 108.5865 214.49361 214 29 37
M0 66.26 182 9 30 182.158 0.00361 182.16161 127.562 -40.393 52.526 0.03 0.007 -40.363 52.533 370.141 491.04 66.249 127.53639 127 32 11
M1 57.56 166 24 0 166.4 0.00361 116.128 129.730 -36.79 44.267 0.027 0.006 -36.763 44.273 333.378 535.31 57.546 129.71 129 42 19
M2 63.8 159 14 20 159.238 0.00361 159.24161 166.128 -28.095 57.28 0.03 0.006 -28.065 57.286 305.313 592.60 63.791 116.10 116 6 3
M3 56.79 144 14 20 144.238 0.00388 144.24188 95.370 -5.315 56.54 0.026 0.006 -5.289 56.546 300.024 649.14 56.793 95.34 95 20 37
M4 78.062 115 59 20 115.9881 0.00388 115.99188 59.613 39.486 67.388 0.036 0.008 39.522 67.346 339.546 716.49 78.086 59.59 59 35 36
M5 72.26 188 12 10 188.203 0.00333 188.20633 355.606 72.047 -5.54 0.033 0.007 72.08 -5.529 411.626 710.96 72.292 355.61 355 36 49
M6 65.92 138 43 10 138.719 0.00388 138.72288 3.812 65.744 4.382 0.03 0.007 65.804 4.389 477.43 715.35 65.950 3.82 3 48 57
M7 59.65 169 45 20 169.756 0.00361 169.75961 322.535 47.345 -36.283 0.027 0.006 47.372 -36.277 524.802 679.07 59.667 322.56 322 33 20
M8 113.15 99 21 40 99.361 0.00388 99.36488 312.294 76.119 -83.67 0.052 0.012 76.171 -83.658 600.973 595.42 113.140 312.33 312 19 50
M9 63.95 164 45 10 164.753 0.00361 164.75661 231.659 -39.67 -50.158 0.03 0.006 -39.64 -50.152 561.333 545.26 63.926 231.68 231 40 38
CP1 76.26 178 3 50 178.064 0.00361 178.06761 216.416 -61.368 -45.271 0.035 0.008 -61.333 -45.263 500 500.00 76.226 216.43 216 25 37

SUM 882.297 1799 57 20 1799.956 0.044440 1800.000 -0.406 -0.090 0.0000 0.0000 0.000 0.000
Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066

Adjustment of Levels of Major Traverse

S.No. Stations Distance Cumm. Distance Observed Elevations Correction Adjusted Elevation
1 CP1 - - 863.060 - -
2 M1 70.438 70.438 862.190 0.001 862.191
3 M2 69.268 139.706 861.440 0.003 861.443
4 M3 94.619 234.325 859.860 0.004 859.864
5 M4 81.210 315.535 858.455 0.006 858.461
6 M5 103.502 419.037 856.565 0.008 856.573
7 M6 69.313 488.350 855.665 0.009 855.674
8 M7 62.669 551.019 855.575 0.010 855.585
9 M8 58.326 609.345 856.005 0.011 856.016
10 M9 59.699 669.044 851.715 0.013 851.728
11 M10 71.841 740.885 851.689 0.014 851.703
12 M11 58.380 799.265 851.734 0.015 851.749
13 M12 84.733 883.998 853.354 0.017 853.371
14 M13 115.110 999.108 855.424 0.019 855.443
15 M14 68.574 1067.682 854.794 0.020 854.814
16 M15 104.776 1172.458 854.814 0.022 854.836
17 M16 90.800 1263.258 856.158 0.024 856.182
18 CP2 64.628 1327.886 862.093 0.025 862.118
19 CP1 102.790 1430.676 863.033 0.027 863.060
SUM 1430.676
Error = -0.027

Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066

Adjustment of Levels of Minor Traverse

Small Minor Traverse

S.No. Stations Distance Cumm. Distance Observed Elevations Correction Adjusted Elevation
1 M16 - - 856.182 - -
2 m3 73.12 73.120 853.006 0.006 853.012
3 m2 50.35 123.470 853.438 0.011 853.449
4 m1 68.80 192.270 854.508 0.017 854.525
5 M14 39.60 231.870 854.794 0.020 854.814
SUM 231.870
Error= -0.020

Big Minor Traverse

S.No. Stations Distance Cumm. Distance Observed Elevations Correction Adjusted Elevation
1 CP1 - - 863.060 - -
2 m1 99.88 99.880 861.420 0.001 861.421
3 m2 49.22 149.100 861.255 0.002 861.257
4 M8 96.15 245.250 856.013 0.003 856.016
SUM 245.250
Error= -0.003

Checked by:
 Date: 2066/06/23

Remarks

Correction for M1:

M1=+(0.027*70.438/1430.676) =0.001

Correction for M2:

M2=+(0.027*139.706/1430.676) =0.003

Correction for M13:

M13=+(0.027*883.998/1430.676) =0.017

Correction for CP1:

CP1=+(0.027*1430.676/1430.676) =0.027
`
Therefore

Correction =(Error*Cumm.Distance/Sum)
 Date: 2066/06/23

Remarks

Correction for m3:

m3=+(0.020*73.12/231.87) =0.006

Correction for M14:

M14=+(0.020*231.87/231.87) =0.020

Remarks
Correction for m1:
m1=+(0.003*99.88/245.25) =0.001

Correction for M8:

M8=+(0.003*245.25/245.25) =0.003
 Tribhuvan University
Institute of Engineering 1
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/23
Recorder:Group 5 Weather: Sunny
Instrument: Theodolite,Staff,Ranging Rod Temperature:25-30C
Tachometric Sheet
Horizontal
Horizontal Vertical Stadia Reading Vertical Remarks
Stadia Distance Reduced
Inst. Intercept
Object angle angle Top(T) Mid.(M) Bot.(B) Intercept(s) D=KsCos Level
at V=Dsinq
deg min sec deg deg min sec deg 2q (RL) m.
M2 M3 0 0 0 0.000
63 17 20 30 17.342 5 29 0
64 85 20 10 2 9 30
0 6 30
-1 30 50
0 26 50
1 42 20
 Tribhuvan University
Institute of Engineering 2
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/23
Recorder:Group 5 Weather: Sunny
Instrument: Theodolite,Staff,Ranging Rod Temperature:25-30C
Tachometric Sheet
Horizontal
Horizontal Vertical Stadia Reading Vertical Remarks
Stadia Distance Reduced
Inst. Intercept
Object angle angle Top(T) Mid.(M) Bot.(B) Intercept(s) D=KsCos Level
at V=Dsinq
deg min sec deg deg min sec deg 2q (RL) m.
Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/23
Recorder:Group 5 Weather: Sunny
Instrument: Temperature:25-30C
Ordinary Levelling Sheet
R.L. Transfer to Major Stations
Stn. B.S I.S F.S Rise Fall R.L. Distance Remarks
CP1 0.650 - - - - 863.060 -
M1 1.330 - 1.520 - 0.870 862.190 70.438
M2 0.800 - 2.080 - 0.750 861.440 69.268 B.S - F.S = +ve (Rise)
M3 0.700 - 2.380 - 1.580 859.860 94.619
M4 0.260 - 2.105 - 1.405 858.455 81.210 B.S - F.S = -ve (Fall)
M5 0.810 2.150 - 1.890 856.565 103.502
M6 0.860 - 1.710 - 0.900 855.665 69.313 For R.L.Computation
M7 1.720 - 0.950 - 0.090 855.575 62.669
M8 0.150 - 1.290 0.430 - 856.005 58.326 R.L. of M1 = R.L. of CP1 - Fall of M1
M9 2.020 - 4.440 - 4.290 851.715 59.699 (due to Fall)
M10 1.349 - 1.480 0.540 - 852.255 71.841
M11 1.710 - 1.870 - 0.521 851.734 58.380 R.L. of M8 = R.L. of M7 + Rise of M8
a 2.645 - 1.755 - 0.045 851.689 - (due to Rise)
M12 2.510 0.980 1.665 - 853.354 84.733
M13 1.205 - 0.440 2.070 - 855.424 115.110
M14 1.140 - 1.835 - 0.630 854.794 68.574
M15 0.550 - 1.120 0.020 854.814 104.776
b 1.510 - 1.535 - 0.985 853.829 -
c 1.905 - 0.590 0.920 - 854.749 -
M16 2.850 - 0.496 1.409 - 856.158 90.800
d 3.440 - 0.135 2.715 - 858.873 64.628
CP2 1.860 - 0.220 3.220 - 862.093 102.790
CP1 - - 0.920 0.940 - 863.033 -
Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/23
Recorder:Group 5 Weather: Sunny
Instrument: Temperature:25-30C
Ordinary Levelling Sheet

R.L. Transfer to Small Minor Traverse Stations

Stn. B.S I.S F.S Rise Fall R.L. Distance Remarks
M16 0.312 - - - - 856.182 - B.S - F.S = +ve (Rise)
a 0.752 - 2.425 - 2.113 854.069 - B.S - F.S = -ve (Fall)
m3 1.897 - 1.815 - 1.063 853.006 73.12
m2 1.495 - 1.465 0.432 - 853.438 50.35 For R.L.Computation
m1 1.593 - 0.425 1.070 - 854.508 68.80 R.L. of a = R.L. of M16 - Fall of a (due to Fall)
M14 - - 1.275 0.318 - 854.826 39.60 R.L.of m1 = R.L.of m2 +Rise of m1 (due to Rise)

Ordinary Levelling Sheet

R.L. Transfer to Big Minor Traverse Stations
Stn. B.S I.S F.S Rise Fall R.L. Distance Remarks
CP1 0.770 - - - - 863.060 - B.S - F.S = +ve (Rise)
m1 1.240 - 2.41 - 1.640 861.420 99.88 B.S - F.S = -ve (Fall)
m2 0.875 - 1.405 - 0.165 861.255 49.22
a 0.900 - 4.665 - 3.790 857.465 - For R.L.Computation
M8 - - 2.352 - 1.452 856.013 96.15 R.L of m1 = R.L.of CP1-Fall of m1 (due to Fall)

Checked by:
4
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/27
Recorder:Group 5 Weather: Sunny
Instrument: Theodolite,Staff,Ranging Rod Temperature:25-30C
Tachometric Sheet for Bridge Site Survey
Horizontal
Inst. Horizontal Vertical Stadia Reading Vertical Remarks
Stadia Distance Reduced
Intercept
at & Object angle angle Top(T) Mid.(M) Bot.(B) Intercept(s) D=KsCos2 V=Dsinq Level
H.I deg min sec deg deg min sec deg q (RL) m.
Axis AB
A 1
1.25 2
3
4
5
6
7
8
9
10
11
25 m. Down Stream Side
A 1
1.25 2
3
4
5
6
7
8
9
10
11
12
Checked by:
Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/27
Recorder:Group 5 Weather: Sunny
Instrument: Theodolite,Staff,Ranging Rod Temperature:25-30C
Tachometric Sheet for Bridge Site Survey
Horizontal
Inst. Horizontal Vertical Stadia Reading Vertical Remarks
Stadia Distance Reduced
Intercept
at & Object angle angle Top(T) Mid.(M) Bot.(B) Intercept(s) D=KsCos2 V=Dsinq Level
H.I deg min sec deg deg min sec deg q (RL) m.
50 m. Down Stream Side
A 1
1.25 2
3
4
5
6
7
8
9
10
75 m. Down Stream Side
A 1
1.25 2
3
4
5
6
7
8
9
10
Checked by:

Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/27
Recorder:Group 5 Weather: Sunny
Instrument: Theodolite,Staff,Ranging Rod Temperature:25-30C
Tachometric Sheet for Bridge Site Survey
Horizontal
Inst. Horizontal Vertical Stadia Reading Vertical Remarks
Stadia Distance Reduced
Intercept
at & Object angle angle Top(T) Mid.(M) Bot.(B) Intercept(s) D=KsCos2 V=Dsinq Level
H.I deg min sec deg deg min sec deg q (RL) m.
25 m. Up Stream Side
A 1
1.25 2
3
4
5
6
7
8
9
10
11
50 m. Up Stream Side
A 1
1.25 2
3
4
5
6
7
8
9
10
 11
12
Checked by:
Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/27
Recorder:Group 5 Weather: Sunny
Instrument: Theodolite,Staff,Ranging Rod Temperature:25-30C
Tachometric Sheet for Bridge Site Survey
Horizontal
Inst. Horizontal Vertical Stadia Reading Vertical Remarks
Stadia Distance Reduced
Intercept
at & Object angle angle Top(T) Mid.(M) Bot.(B) Intercept(s) D=KsCos2 V=Dsinq Level
H.I deg min sec deg deg min sec deg q (RL) m.
75 m. Up Stream Side
A 1
1.25 2
3
4
5
6
7
8
9
10
11
100 m. Up Stream Side
A 1
1.25 2
3
4
5
6
7
8
9
 10
11
12
Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2067
Observer:Group 5 Date:
Recorder:Group 5 Weather: Sunny
Instrument:Theodolite,Ranging rod Temperature:20-25

Road Alignment Sheet

Intersection Distance Chainage of Deflection Radius Tangent Length of curve Apex Distance,E Ch. Of beginning Ch.Of mid,Of Ch. Of End of
point, IP betn. IP IP angle, () of length,TL= LC= R*(1/Cos(/2)-1) of curve, curve, MC=Ch.Of curve, EC=Ch. Of
L/R Curve(R) Rtan(/2) 3.142*R*/180 BC=Ch. Of IP-TL BC+LC/2 MC+LC/2
IP0 0+000
IP1 26.770 26.77 47.386 20 8.778 16.543 1.841 17.992 26.264 34.535
IP2 34.380 60.133 40.489 25 9.222 17.669 1.647 50.911 59.746 68.580
IP3 45.800 104.929 34.983 30 9.455 18.319 1.455 95.474 104.633 113.793
IP4 31.400 135.74 43.719 22 8.827 16.789 1.705 126.913 135.307 143.702
IP5 36.793 172.533 34.825 30 9.410 18.237 1.441 163.123 172.241 181.360
IP6 28.500 200.45 4.239 50 1.851 3.700 0.034 198.599 200.449 202.299
IP7 45.850 246.2 14.944 40 5.247 10.434 0.343 240.953 246.170 251.387
IP8 64.800 310.95 29.194 35 9.116 17.836 1.168 301.834 310.752 319.670
IP9 40.200 350.75 14.161 40 4.969 9.888 0.307 345.781 350.725 355.668
IP10 53.300 405.01 29.678 35 9.274 18.132 1.208 395.736 404.802 413.867
IP11 121.000 525.6 58.778 15 8.450 15.390 2.216 517.150 524.845 532.540
IP12 85.480 609.58 47.800 20 8.864 16.688 1.876 600.716 609.060 617.403
IP13 31.650 640.19 70.319 12 8.454 14.729 2.679 631.736 639.101 646.466
IP14 104.730 742.768 21.667 35 6.699 13.237 0.635 736.069 742.688 749.307
IP15 65.450 808.068 15.856 40 5.571 11.071 0.386 802.497 808.032 813.568
IP16 53.680 36.870 15 5.001 9.654 0.812
Checked by:
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/26
Recorder:Group 5 Weather: Sunny
Instrument:Theodolite,Ranging rod Temperature:20-25

Road Alignment Sheet

Intersection Distance Chainage of Deflection Radius Tangent Length of curve Apex Distance,E Ch. Of beginning Ch.Of mid,Of Ch. Of End of
point, IP betn. IP IP angle, () of length,TL= LC= R*(1/Cos(/2)-1) of curve, curve, MC=Ch.Of curve, EC=Ch. Of
L/R Curve(R) Rtan(/2) 3.142*R*/180 BC=Ch. Of IP-TL BC+LC/2 MC+LC/2
IP39 10.050 961.372 L 2428'10" 20 4.330 8.542 0.464 957.042 961.313 965.584
IP40 31.320 992.574 R 8022'30" 20 16.890 28.059 6.180 975.684 989.713 1003.743
IP41 52.640 1039.493 R 3301'20" 80 23.714 46.113 3.440 1015.779 1038.835 1061.892
IP42 52.390 1090.568 R 4246'10" 40 15.663 29.862 2.960 1074.905 1089.836 1104.767
IP43 36.480 1125.584 L 3238'40" 60 17.570 34.189 2.520 1108.084 1125.108 1142.203
IP44 56.570 1181.203 L 4441'00" 50 20.548 38.996 4.058 1160.655 1180.154 1199.653
IP45 52.560 1231.665 R 3618'20" 50 16.393 31.686 2.618 1215.272 1231.115 1246.958
IP46 48.010 1278.575 R 6318'50" 30 18.497 33.155 5.244 1260.078 1076.655 1293.233
IP47 28.847 1303.583 R 4324'30" 20 7.960 15.154 1.526 1295.623 1303.200 1310.777
IP48 43.150 1345.967 R 9455'10" 20 21.795 33.137 9.581 1324.172 1340.740 1357.309
IP49 53.220 1388.734 R 1128'50" 60 6.031 12.024 0.302 1382.703 1388.715 1394.727
O3 20.168 - 1437.933 1448.017 1458.109
IP50 1507.338 R 1128'50" 60 6.031 12.024 0.302 1501.307 1507.319 1513.330
IP51 25.500 1530.800 R 5222'50" 15 7.370 13.715 1.716 1525.430 1532.287 1539.145
IP52 23.500 1555.275 L 3620'00" 30 13.125 25.365 2.098 1542.15 1554.834 1567.518
IP53 93.850 1648.243 R 3502'40" 60 18.943 36.703 2.919 1629.3 1647.651 1666.003
IP54 52.170 1699.230 L 1833'50" 30 4.900 9.721 0.398 1694.33 1699.190 1701.051
O4 21.472 - 1727.871 1738.602 1749.343
 IP55 1773.164 R 2539'40" 30 6.832 13.437 0.708 1766.332 1773.050 1779.709
IP56 18.900 1791.837 R 2552'30" 30 6.891 13.549 0.781 1784.946 1791.721 1798.495
Checked by:
 1

11/3/2067
Weather: Sunny
Temperature:20-25C

Remark & Sketch

 (Hair pin)

Date: 2066/06/26
Weather: Sunny
Temperature:20-25C

Remark & Sketch

(Hair pin)

(Hair pin)
 Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/19
Recorder:Group 5 Weather: Cloudy
Instrument:Theodolite,Staff,Ranging rod Temperature:20-25
Horizontal angle Observation Sheet
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Horizontal Distance m. Mean R.L. of
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
CP1 M1 L 010'00"
10'10"
1.35 R 18010'20"
17437'05"
CP2 L 17447'10"
47'15"
R 35447'20" 8842'30" 1.02 0.66 0.30
17437'12.5"
CP1 M1 L 9010'00"
10'00"
1.35 R 27010'00"
17437'20"
CP2 L 26447'20"
47'20"
R 8447'20"
M1 M2 L 010'00"
10'00"
1.26 R 18010'00"
15008'30"
CP1 L 15001'40"
01'30"
R 33001'20" 8858'10" 1.14 0.80 0.45
15008'35"
M1 M2 L 9010'00"
10'00"
1.26 R 27010'00"
15008'40"
CP1 L 24001'20"
01'20"
R 6001'20"
M2 M3 L 010'00"
10'40"
1.5 R 18011'20"
11004'10"
M1 L 11014'00"
14'50"
R 29015'40" 9000'00" 1.86 1.33 0.80
11004'05"
M2 M3 L 9010'00"
10'50"
1.5 R 27011'40"
11004'00"
M1 L 20014'00"
14'50"
R 2015'40"
Checked by:
Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/19
Recorder:Group 5 Weather: Cloudy
Instrument:Theodolite,Staff,Ranging rod Temperature:20-25
Horizontal angle Observation Sheet
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Horizontal Distance m. Mean R.L. of
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
M3 M4 L 010'00"
10'40"
1.53 R 18011'20"
15904'10"
M2 L 15914'00"
14'30"
R 33915'40" 8812'00" 2.04 1.42 0.80
15904'20"
M3 M4 L 9010'00"
10'00"
1.53 R 27010'00"
15904'30"
M2 L 15914'20"
14'30"
R 6914'40"
M4 M5 L 010'00"
10'40"
1.53 R 18011'20"
15850'10"
M3 L 15900'00"
00'50"
R 33901'40" 8745'00" 1.88 1.09 0.30
15850'00"
M4 M5 L 9010'00"
10'50"
1.53 R 27011'40"
15849'50"
M3 L 24900'00"
00'40"
R 6901'20"
M5 M6 L 010'00"
10'50"
1.43 R 18011'40"
13914'00"
M4 L 13924'00"
24'50"
R 31925'40" 8800'00" 0.83 0.57 0.30
13914'30"
M5 M6 L 9010'00"
10'40"
1.43 R 27011'20"
13915'00"
M4 L 22924'00"
25'40"
 13914'30"

13915'00"
M4
25'40"
R 4925'20"
Checked by:
Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/19
Recorder:Group 5 Weather: Cloudy
Instrument:Theodolite,Staff,Ranging rod Temperature:20-25
Horizontal angle Observation Sheet
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Mean R.L. of
Horizontal Distance m.
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
M6 M7 L 010'00"
10'40"
1.4 R 18011'20"
12129'20"
M5 L 12139'20"
40'00"
R 30140'40" 8942'00" 1.27 1.04 0.80
12129'10"
M6 M7 L 9010'00"
10'50"
1.4 R 27011'40"
12129'00"
M5 L 21139'00"
39'50"
R 3140'40"
M7 M8 L 010'00"
09'55"
1.5 R 18009'50"
18620'55"
M6 L 18630'50"
30'50"
R 630'50" 9000'30" 1.21 0.93 0.59
18620'12.5"
M7 M8 L 9010'00"
10'10"
1.5 R 27010'20"
18619'30"
M6 L 27629'20"
29'40"
R 9630'00"
M8 M9 L 010'00"
10'10"
1.49 R 18010'20"
19548'20"
M7 L 19558'20"
58'30"
R 1558'40"
19547'50"
M8 M9 L 9010'00"
10'10"
1.49 R 27010'20"
19547'20"
 19547'50"

19547'20"
M7 L 28557'20"
57'30"
R 10557'40"
Checked by:
Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/19
Recorder:Group 5 Weather: Cloudy
Instrument:Theodolite,Staff,Ranging rod Temperature:20-25
Horizontal angle Observation Sheet
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Horizontal Distance m. Mean R.L. of
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
M9 M10 L 010'00"
10'10"
1.47 R 18010'20"
16140'10"
M8 L 16150'10"
50'20"
R 34150'30" 1.25 0.90 0.55
16117'55"
M9 M10 L 9010'00"
09'55"
1.47 R 27009'50"
16055'40"
M8 L 25105'40"
05'35"
R 7105'30"
M10 M11 L 010'00"
10'40"
1.48 R 18011'20"
18708'30"
M9 L 18701'40"
02'10"
R 702'40" 8830'00" 1.04 0.82 0.60
18708'15"
M10 M11 L 9010'00"
10'50"
1.48 R 27011'40"
18708'00"
M9 L 27701'40"
02'10"
R 9702'40"
M11 M12 L 010'00"
10'40"
1.51 R 18011'20"
24404'30"
M10 L 24414'40"
15'10"
R 6415'40" 9130'00" 1.25 0.93 0.60
24404'45"
M11 M12 L 9010'00"
10'40"
24405'00"
 24404'45"
M12
10'40"
1.51 R 27011'20"
24405'00"
M10 L 33415'40"
16'10"
R 15416'40"
Checked by:
Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/20
Recorder:Group 5 Weather: Rainy
Instrument:Theodolite,Staff,Ranging rod Temperature:15-20
Horizontal angle Observation Sheet
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Horizontal Distance m. Mean R.L. of
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
M12 M13 L 010'00"
10'05"
1.25 R 18010'10"
8331'05"
M11 L 8341'10"
41'10"
R 26341'10" 9057'10" 1.60 1.03 0.46
8331'25"
M12 M13 L 9010'00"
10'05"
1.25 R 27010'10"
8331'45"
M11 L 17304'50"
41'50"
R 35341'50"
M13 M14 L 010'00"
10'05"
1.485 R 18010'10"
10400'00"
M12 L 10410'00"
10'05"
R 28410'10" 8853'00" 1.19 0.85 0.50
10400'15"
M13 M14 L 9010'00"
10'00"
1.485 R 27010'00"
10400'15"
M12 L 19410'20"
10'30"
R 1410'40"
M14 M15 L 010'00"
10'50"
1.52 R 18011'40"
16202'00"
M13 L 16208'20"
08'50"
R 34209'20" 9103'00" 3.56 3.16 2.76
16202'05"
 16202'05"
M14 M15 L 9010'00"
10'50"
1.52 R 27011'40"
16202'10"
M13 L 25208'00"
08'40"
R 7209'20"
Checked by:
Tribhuvan University
Institute of Engineering
Western Region Campus
Civil Engineering Department
BCE Survey Camp -2066
Observer:Group 5 Date: 2066/06/20
Recorder:Group 5 Weather: Rainy
Instrument:Theodolite,Staff,Ranging rod Temperature:15-20
Horizontal angle Observation Sheet
Inst.St. Object Face Horizontal Mean Horizontal Mean of Sets Vertical /Zenithal Stadia Reading m. Horizontal Distance m. Mean R.L. of
and Ht. circle reading (m-s) angle (d-m-s) angle Sta. Dist. Tape Dist. Staff point
of Ins. (d-m-s) (d-m-s) (d-m-s) T M B by Stadia
M15 M16 L 010'00"
10'00"
1.577 R 18010'00"
11116'30"
M14 L 11126'20"
26'30"
R 29126'40" 9041'20" 1.72 1.27 0.82
11116'35"
M15 M16 L 9010'00"
10'00"
1.577 R 27010'00"
11116'40"
M14 L 20126'40"
26'40"
R 2126'40"
M16 CP2 L 010'00"
10'00"
1.44 R 18010'00"
20800'00"
M15 L 20810'00"
10'00"
R 2810'00" 8450'00" 1.64 1.32 0.99
20800'00"
M16 CP2 L 9010'00"
10'00"
1.44 R 27010'00"
20800'00"
M15 L 29810'00"
10'00"
R 11810'00"
CP2 CP1 L 010'00"
10'05"
1.465 R 18010'10"
22300'55"
M16 L 22311'00"
11'00"
22301'15"
 22300'55"
M16
11'00"
R 4311'00" 9008'40" 1.36 0.84 0.32
22301'15"
CP2 CP1 L 9010'00"
10'05"
1.465 R 27010'10"
22301'35"
M16 L 31311'40"
11'40"
R 13311'40"
Checked by:
 1

Date: 2066/06/19
Weather: Cloudy
Temperature:20-25C

Remarks & Sketches

 2

Date: 2066/06/19
Weather: Cloudy
Temperature:20-25C

Remarks & Sketches

 3

Date: 2066/06/19
Weather: Cloudy
Temperature:20-25C

Remarks & Sketches

 4

Date: 2066/06/19
Weather: Cloudy
Temperature:20-25C

Remarks & Sketches

 5

Date: 2066/06/20
Weather: Rainy
Temperature:15-20C

Remarks & Sketches

 6

Date: 2066/06/20
Weather: Rainy
Temperature:15-20C

Remarks & Sketches