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Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
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29
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laquo~ J
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7 -7
P2319 -
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t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
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lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
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2 76ooo t 38000lli3Rl ~ 1ZilI - 31fT ~en rffif111ltIff ~ ltI 5592000
mlshy 22800000
llta t OOlJlt 300000
r bull ~ qrj 2022- 23bull
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1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000
11 - 22800000 I llta OOlJlt 300000
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Project P2319
rmiddot
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1
2
3
4
5
6
7
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q-of Olnl XlftT gtFI q-of shy 2016-17 395200000
~ q-of - 2017-11B 288800000
~~-201B-19 139080000
ltglaquol Cff- 2019-20 66120000
~ qq shy 2020-21 22800000
fZ1 Cff shy 2021-22 22800000
Wltfli ~- 2022-23 22800000 ~7f - 957600000
Cj~~~6~~ara
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-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
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29
07
I 1
142P
laquo~ J
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7 -7
P2319 -
bull bull 07
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-
3
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(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
Gi ~c~I CfC41
~~ $4L1I 1fG 31 d Ycl - ~ R1 Rf l1H Ilt~ qui
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q-of Olnl XlftT gtFI q-of shy 2016-17 395200000
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Wltfli ~- 2022-23 22800000 ~7f - 957600000
Cj~~~6~~ara
i
-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
) 1--~----~-
7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
O B
I
-
lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
76000 -gO
ImR lt11 lt1 C 0S
fj 1~1
If-- JRVf XRafUT Cfilltf lj Ilt q lampl
~ ~
3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt
(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
Xl ~IT lG ~ltrltf(f - erf~IlIJ~ mlUT
q1ff JIgtliq - tt2319 11 ~T - 15750 tltRR
qrf ~ - 76000 ~ltRR 1ft~I - il
3iltRTil shy 3x~ Jfc Iitm 1lll liwrr - 83600 T tjQT
~~7f - ltftiti Flttl (OR q~7f) 1f~T[ ltiltf 4940 1fiT gtlm r I lfiiIit~ ~ 23900 IIfff ~
I~ 1ff 2016shy 17
wO fltIltIl JfJIl 1I~iIIi url qrgtf XTfu
t~
1 ~ltOr iii1lfltlfUl ~ltllgtriIR 011 Bltlm llRflPt i ~ 76000 ~O RfI 23000 lIt 1748000
ftq)i ltltlR ltIiXIT
2 Illhi ltlfI ~ li lttto~03Iio ltgtTIt SOOOO~O S 11flt 119500 It 5975000
3 ~m - 3 X 3 gtlto 3iffiTltr (35 1110flt0 lIflr tVfR) 83600 Il 385ljJflt 920151t 6993100
4 If~lf - 1 1llitc irT trxc ilm ltfflfl 20 gt10 wnf 2660 f7f fi 21500 If7f 57190000
3X31jj0q ~ ltN llfflltI 10 ltN 1 ~R ~
2 ~ ilm ltiRf1 4940 fltIlI fI 7700 1IfltI1T 38038000
3 (i~~~shy II$ 30XOX40 oiflo 494041 1625 lJTflt 388375 Jl~~ 29516500 r
(ii) Wlk q)Fltf finf1ffilf ~rn ltlfuI 35 Il
C c 36 20 fiIgtl ~ q ]21 (lIfIlllhc M l 0032
(iii) ~ fITlt ~ gti ltffil~ OTI 1ft ~ ~ BTmll WI oll ~ ltlfI G1 ltIW1~ ~ m) ltt qlt1jlt mfi iffJ1lT vrril I
5 ~~30 X 30X 30~ ntur~~ lj (~ij SO ~3600 TJ6GT 33lJTflt 7887 uil 59941200 f RflrmI ~ flrett ~ 50 lfmgtm ]1Rl flrett ~ 3fiWl ~ Glt
fIirt~ fltIgtn IltT) 3ljJOflt0 lIft~)
6 I ffltl~I]) ltlIJilt Wll ~ ltlfuI (14l1J7f RIl) om 497272 ltIfI 880 1Iltl41 43759900
7 ~~ fTRtI li ltlIJilt qJ fIIW1I RIl 73600 ltIfI 250 ITJ6GT 18400000
8 Rllft CPl -10 lIf1recl Wlq (cif~$ ~ 25 X 31m01j)0) (liqu] 91960qJll 71 57 11flt 1710523 It 129999700
9 lRl ~ flf ~ WlTlT ilc WTRl ~ 76000 ~O ltI 441500 3638600
r ibull lttiT[ shy 395200000
V IIftIgOflf 5200000
t ~ S-t~p~fa 13lTw-or mlttil~ lt3q ~C1I1~ Cf) Ilt1
Project P2319
(7) ~~ Cf1f 2017shy 18
lL~q-~VJTif ~ltwf~~ mrl0 ~ gtwlT
~ I ~
1 f lfqujl l- (91 l10~01lffl ~lgtT 35~) 91960fun 3B53lITflt 92086711t 69985900
2 ~ lf ltf ftn 10 mlrffiImmlflAl tpoundl ~r fIltIr) (91 11lO~0
IlfU ~ iffl 65 mlrffiI) 8360 -Qll 0650 lITflt 155350 llt 11806600
3 ~r ~ ltri ltiRt lt11m ltit ~~ ltt qrn ~WRI 91960 tilll lt1lt1 550000 llt 41800000
~1 ~ltltllfl~ qRIi~1Iffi~
4 r ~~ ltri iffilq ltmi lgtT filwr)fum ltnfll ltri 1~ ij 83600 If5ip[ 01lt1 295000 ll 22420000
roRT 1
5 xqur (2 lIT~O lIfc~) 83600 1ftll 01lt1 600600 llt 45645600
6 ~~ I fl ltmiWltl
(1) lil c 10 lWlllfltlq)ltn 836 fltIllI 115000 llt01lt1 6353600U1fUl I f1fIl -
r I (2) ~ 1m$ 50 lWlllfltl 1filtl1
fr1fUl I f1fIl 4180 film 01lt1 51500 llt 3914000
(3) ~ 50 lWl qfrt q)ltl1 4180film ltf[ 42000 llt
~ lf1fIl 3192000
(4) q1jf ~ 200 lWl llfltl q)gtll
U1fUl I fTlfl[
r (5) lIkI MonochrotophosiMalalhion Wltl ()[01 77500 llt
~) ltlt1 lt1shy 5890000
fi~ ltwf - II fi~ fr1fUl q) 15 flt1 WnltI Il l)cr 83600 ltItll 1320 l1fil 315480 llt7 23976500
lt2lm ii q) ~ I (12 l1oflto llfij ~)
2 ~fi~ 1l)cr ~~ ii l[ili lJfI lt1G q) vrr~ (1 2 83600 ltItll 22 l1flt 525811t
l1oflto Ilflr~) 39960800
r 3 ~~~ l)cr ITltlt ii q) VIM I (ltrgtW ltmi f ~
VlIiIm) (12 l1oflto Ilflr ~)
8 wan 8 lJfI (251Oil l laquolt1gtltlt) ltA llifl ~ ltigt lITUI )
760CO~0 orooo 198B48 llt 5736000~)
9 lRl ~= shy 31f9 wan ltIffiq lX1d ~ 760COtO
lt11 208900 llt 8119000
-itT[ shy 286800000
-- 17 11 fcr ~OOllll 3800000
~~ W S P~ Ii n~q ~ 3If f[[orltffRT If bull P
Project P2319
2 8360~ 330 1Tflr 78870 It 5994100
3 36000 I~ 2736000
4 i2GT1 qnf - 1 1I0ll fiGli ltlt0 gtlcl ltlffi it qlt ~
~~11l lltI tlIltll gt(GffiI ~ om ~ illR mn 83600 tlIrn 1320 llTflt 315480 It 23976500
i3IWTI (V Tflflr gtrilr~)
rmiddot 2 fft1I fiGli 1 gtlcl ~~ ii ~ ffil ilG qlt ~ (12 836ooltllrn 22 IfTflt 525800 gt 39960800llTflt lffr ~)
38760000
6 JWl 12 ffil (Il~~mgtmgtJll )21l~0 760oo~ 1248 1Tflt 98272 It 17208000 1--7---1-JRj-31-I-Rgt1O--=--_-3lfTI-~-el-qfllti-I-~--~-----+-76-000-t-+--0-lt--+--1398oo It
4087200
-mlJ shy 139080000
1830000
~ara
r
Project P2319
--
fFi Ir ~~ qrj 2019 - 20
G ltliIltI f~1l~ni llPIT mlliO ~
G(
lIWl fIGrl ~4lclI Ii Iio ~ llIlGmRi (12 lR 315438IU83600 tiiltu 13 20 lI~1 23976500
mIi~)
2700 00 l~~ (~IA l l1f1QHIllt ~ lgt~lc i Qj 83600 tiiltu Rft2 20520000
l 1248 R 298272 lig76000 tfilm 12 W - (ltrI wiR ~ lti fIUlll t) ) 2 ll~O 17208000
OR ltlt lq~= jjfrj Wm gtffiiltl 1WlCllWll~ lti 60800 ~t76000 t4 -ft 441 55 00
~ 1ll shy 66120000
bull llta ~OOlJlt 870000
WO
1
2
-qTJl qrj 2020-21
~ ~
76000 t~m 12 110 - (ltrI wiR ~ ltlgt lI -tt) 2 ~~O
76000 tOR ~ 1ZilI - 31fT ~en qfWT 1RKl ~
1P 4-
~
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bull (ilft
1lll shy
y Itt ~OOlJlt
Glt ltPTgtff~
298272l1~
38000 1I~
m
17208000
5592000
22800000
300000
lfIVl qrj 2021- 22 Glt ipTgtff~I j~ iiiTltII-do fimuI ~ m
Glt
1 76000 t 1248 fIG 298272 IIJ 17208000~en 12 110 (ql ~ ~ I ltlgt lII1I1l -tt ) 211ltvT0
2 76ooo t 38000lli3Rl ~ 1ZilI - 31fT ~en rffif111ltIff ~ ltI 5592000
mlshy 22800000
llta t OOlJlt 300000
r bull ~ qrj 2022- 23bull
fltltRu1 II1lt1~ Glt ltPTgtf flgtTlf
mmo ~ Glt
1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000
11 - 22800000 I llta OOlJlt 300000
~ l ~bullbull~Ild
Project P2319
rmiddot
r
bullbull
W1TiJi
1
2
3
4
5
6
7
I I
q-of Olnl XlftT gtFI q-of shy 2016-17 395200000
~ q-of - 2017-11B 288800000
~~-201B-19 139080000
ltglaquol Cff- 2019-20 66120000
~ qq shy 2020-21 22800000
fZ1 Cff shy 2021-22 22800000
Wltfli ~- 2022-23 22800000 ~7f - 957600000
Cj~~~6~~ara
i
-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
) 1--~----~-
7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
O B
I
-
lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
76000 -gO
ImR lt11 lt1 C 0S
fj 1~1
If-- JRVf XRafUT Cfilltf lj Ilt q lampl
~ ~
3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt
(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
(7) ~~ Cf1f 2017shy 18
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6 JWl 12 ffil (Il~~mgtmgtJll )21l~0 760oo~ 1248 1Tflt 98272 It 17208000 1--7---1-JRj-31-I-Rgt1O--=--_-3lfTI-~-el-qfllti-I-~--~-----+-76-000-t-+--0-lt--+--1398oo It
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mlshy 22800000
llta t OOlJlt 300000
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1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000
11 - 22800000 I llta OOlJlt 300000
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rmiddot
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W1TiJi
1
2
3
4
5
6
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q-of Olnl XlftT gtFI q-of shy 2016-17 395200000
~ q-of - 2017-11B 288800000
~~-201B-19 139080000
ltglaquol Cff- 2019-20 66120000
~ qq shy 2020-21 22800000
fZ1 Cff shy 2021-22 22800000
Wltfli ~- 2022-23 22800000 ~7f - 957600000
Cj~~~6~~ara
i
-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
) 1--~----~-
7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
O B
I
-
lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
76000 -gO
ImR lt11 lt1 C 0S
fj 1~1
If-- JRVf XRafUT Cfilltf lj Ilt q lampl
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3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt
(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
2 8360~ 330 1Tflr 78870 It 5994100
3 36000 I~ 2736000
4 i2GT1 qnf - 1 1I0ll fiGli ltlt0 gtlcl ltlffi it qlt ~
~~11l lltI tlIltll gt(GffiI ~ om ~ illR mn 83600 tlIrn 1320 llTflt 315480 It 23976500
i3IWTI (V Tflflr gtrilr~)
rmiddot 2 fft1I fiGli 1 gtlcl ~~ ii ~ ffil ilG qlt ~ (12 836ooltllrn 22 IfTflt 525800 gt 39960800llTflt lffr ~)
38760000
6 JWl 12 ffil (Il~~mgtmgtJll )21l~0 760oo~ 1248 1Tflt 98272 It 17208000 1--7---1-JRj-31-I-Rgt1O--=--_-3lfTI-~-el-qfllti-I-~--~-----+-76-000-t-+--0-lt--+--1398oo It
4087200
-mlJ shy 139080000
1830000
~ara
r
Project P2319
--
fFi Ir ~~ qrj 2019 - 20
G ltliIltI f~1l~ni llPIT mlliO ~
G(
lIWl fIGrl ~4lclI Ii Iio ~ llIlGmRi (12 lR 315438IU83600 tiiltu 13 20 lI~1 23976500
mIi~)
2700 00 l~~ (~IA l l1f1QHIllt ~ lgt~lc i Qj 83600 tiiltu Rft2 20520000
l 1248 R 298272 lig76000 tfilm 12 W - (ltrI wiR ~ lti fIUlll t) ) 2 ll~O 17208000
OR ltlt lq~= jjfrj Wm gtffiiltl 1WlCllWll~ lti 60800 ~t76000 t4 -ft 441 55 00
~ 1ll shy 66120000
bull llta ~OOlJlt 870000
WO
1
2
-qTJl qrj 2020-21
~ ~
76000 t~m 12 110 - (ltrI wiR ~ ltlgt lI -tt) 2 ~~O
76000 tOR ~ 1ZilI - 31fT ~en qfWT 1RKl ~
1P 4-
~
124SlITfG
bull (ilft
1lll shy
y Itt ~OOlJlt
Glt ltPTgtff~
298272l1~
38000 1I~
m
17208000
5592000
22800000
300000
lfIVl qrj 2021- 22 Glt ipTgtff~I j~ iiiTltII-do fimuI ~ m
Glt
1 76000 t 1248 fIG 298272 IIJ 17208000~en 12 110 (ql ~ ~ I ltlgt lII1I1l -tt ) 211ltvT0
2 76ooo t 38000lli3Rl ~ 1ZilI - 31fT ~en rffif111ltIff ~ ltI 5592000
mlshy 22800000
llta t OOlJlt 300000
r bull ~ qrj 2022- 23bull
fltltRu1 II1lt1~ Glt ltPTgtf flgtTlf
mmo ~ Glt
1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000
11 - 22800000 I llta OOlJlt 300000
~ l ~bullbull~Ild
Project P2319
rmiddot
r
bullbull
W1TiJi
1
2
3
4
5
6
7
I I
q-of Olnl XlftT gtFI q-of shy 2016-17 395200000
~ q-of - 2017-11B 288800000
~~-201B-19 139080000
ltglaquol Cff- 2019-20 66120000
~ qq shy 2020-21 22800000
fZ1 Cff shy 2021-22 22800000
Wltfli ~- 2022-23 22800000 ~7f - 957600000
Cj~~~6~~ara
i
-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
) 1--~----~-
7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
O B
I
-
lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
76000 -gO
ImR lt11 lt1 C 0S
fj 1~1
If-- JRVf XRafUT Cfilltf lj Ilt q lampl
~ ~
3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt
(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
--
fFi Ir ~~ qrj 2019 - 20
G ltliIltI f~1l~ni llPIT mlliO ~
G(
lIWl fIGrl ~4lclI Ii Iio ~ llIlGmRi (12 lR 315438IU83600 tiiltu 13 20 lI~1 23976500
mIi~)
2700 00 l~~ (~IA l l1f1QHIllt ~ lgt~lc i Qj 83600 tiiltu Rft2 20520000
l 1248 R 298272 lig76000 tfilm 12 W - (ltrI wiR ~ lti fIUlll t) ) 2 ll~O 17208000
OR ltlt lq~= jjfrj Wm gtffiiltl 1WlCllWll~ lti 60800 ~t76000 t4 -ft 441 55 00
~ 1ll shy 66120000
bull llta ~OOlJlt 870000
WO
1
2
-qTJl qrj 2020-21
~ ~
76000 t~m 12 110 - (ltrI wiR ~ ltlgt lI -tt) 2 ~~O
76000 tOR ~ 1ZilI - 31fT ~en qfWT 1RKl ~
1P 4-
~
124SlITfG
bull (ilft
1lll shy
y Itt ~OOlJlt
Glt ltPTgtff~
298272l1~
38000 1I~
m
17208000
5592000
22800000
300000
lfIVl qrj 2021- 22 Glt ipTgtff~I j~ iiiTltII-do fimuI ~ m
Glt
1 76000 t 1248 fIG 298272 IIJ 17208000~en 12 110 (ql ~ ~ I ltlgt lII1I1l -tt ) 211ltvT0
2 76ooo t 38000lli3Rl ~ 1ZilI - 31fT ~en rffif111ltIff ~ ltI 5592000
mlshy 22800000
llta t OOlJlt 300000
r bull ~ qrj 2022- 23bull
fltltRu1 II1lt1~ Glt ltPTgtf flgtTlf
mmo ~ Glt
1 w en 12 110 - (If lIiR ~mlITI ) 211010 76ooot 1248 G 298272 II ~ 17208000 2 3Rl jjfrj ~en qifWl 1ltIff ~ 76000 t ltI 38000 lit 5592000
11 - 22800000 I llta OOlJlt 300000
~ l ~bullbull~Ild
Project P2319
rmiddot
r
bullbull
W1TiJi
1
2
3
4
5
6
7
I I
q-of Olnl XlftT gtFI q-of shy 2016-17 395200000
~ q-of - 2017-11B 288800000
~~-201B-19 139080000
ltglaquol Cff- 2019-20 66120000
~ qq shy 2020-21 22800000
fZ1 Cff shy 2021-22 22800000
Wltfli ~- 2022-23 22800000 ~7f - 957600000
Cj~~~6~~ara
i
-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
) 1--~----~-
7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
O B
I
-
lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
76000 -gO
ImR lt11 lt1 C 0S
fj 1~1
If-- JRVf XRafUT Cfilltf lj Ilt q lampl
~ ~
3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt
(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
rmiddot
r
bullbull
W1TiJi
1
2
3
4
5
6
7
I I
q-of Olnl XlftT gtFI q-of shy 2016-17 395200000
~ q-of - 2017-11B 288800000
~~-201B-19 139080000
ltglaquol Cff- 2019-20 66120000
~ qq shy 2020-21 22800000
fZ1 Cff shy 2021-22 22800000
Wltfli ~- 2022-23 22800000 ~7f - 957600000
Cj~~~6~~ara
i
-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
) 1--~----~-
7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
O B
I
-
lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
76000 -gO
ImR lt11 lt1 C 0S
fj 1~1
If-- JRVf XRafUT Cfilltf lj Ilt q lampl
~ ~
3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt
(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
-
Tile Googlc Imageries for Identified Laad for Compensatory Afforestat ion arca is given below
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
) 1--~----~-
7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
O B
I
-
lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
76000 -gO
ImR lt11 lt1 C 0S
fj 1~1
If-- JRVf XRafUT Cfilltf lj Ilt q lampl
~ ~
3Ll (1 11 0 5ampI ~ 11-11lt1 01 3lt
(111 0 5amp1 11lt1l olglt
2016-17
115000
-- ------ - - shy
t
--~- -
7
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
I ~1
1-J1cgtl fRafUT cnrltf fJlcQIC1
~ ~ Gfa1ur II 11 ulg
IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
bullbull
DIVISION - NARAYANPUR RANGE BENOOR STOCK-MAP
bull
bull
I ~
~ I
_ -----
29
07
I 1
142P
laquo~ J
(
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7 -7
P2319 -
bull bull 07
182P
01 bull
-
3
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lt1Xl ltt~ 1G- ra Jf~~ IJW ~lH ~ltj-Ul cpt
ltOaf centf) 1 jcf) 1ft 231 9 reg 155500 -gO
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2016-17
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-- ------ - - shy
t
--~- -
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bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
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2016- 17
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bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
bull bull bull bull bull
-DIVISION - NARAYANPUR RANGE BENOOR
REVISED - STOCK - MAP ~-IJ4 ~-=---- ~ Rl 1flffl crarllt------RfT ~ 31 i1-~f-Cf-----middot---~tfUT qf
Q-----shy--shy ---shyP2318
P23j9A
bull
RA~FFlCER 8eIfrtJ01
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
- 0
m~
jtf q 11 0S C1
q1 1 0S C1
tT 2319
155500 to 76000 to
Bffi G (Iq 0S
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1-J1cgtl fRafUT cnrltf fJlcQIC1
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IJ~lll UI~F
2016- 17
115000
bull
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
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8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
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EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
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(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
DIVISION - NARAYANPUR RANGE BENOOR TREATMENT MAl)
ltnaT wli45 q-cr ~Cl56IT
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155500 to 76000 to
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MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
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400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
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raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
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(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
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PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
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EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
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400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
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26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
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~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
lJiV t~ DJVISION~ NAHARAN PUH [ANt) firjt~(
MANAGEMENT-shy MAP
-
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
GOVT OJl 0-1HATI1SGARH UNDERTAKING
FOR COMPENSATO RY AFF ClREST AIClN LAND FOR P RO POSED 132KV
DCDS KClNDAGAClN- N ARAYANPURTRANSMISBION LiNE
Submitted to
Chhattisgarh State Power Transmission Co Ltd Korba
Submitted By(~I - -Q I _ N K ENTERPRISES
2FCS- 63 ANSAL PLAZAIEr Kndir Kllim) EXFruTlVE rUINEER VAISHALI GHAZIABAD (U P)
100 Ko COllllIleion (LINE) Dlwbull MClsD8527374757 CSP rs Co WIIankr
~ fmiddot Qii~itfmiddot middot ~WffifpoundiOIo jqqlijtl J
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
DGPS SURV~Y FOR COMPENSATORY FORtsTATION Fon PRoposrm 13Z)(V
D eDS JltONDAGAON-NARAYANPLJR TRANSMISSION LINE
U INTRODUCTlON
Proposed 132 kV Kondagaonmiddot Nmayanpur Transmission Line from 13233kV SIS Kondagaonto
Proposelti 220 J3 2kV SIS Nantyanpuf was awarded by Cbhattisgarh State Power Transmission
Company Li mited (A CG Govt Undertaking) to MIS NKEllteTprises Vaisllali Ghniabad(India The
proposed traLlsmission line will be utilized to deviate the power for amyallpm from Existing 132133kV
SIS Kondagaon
20 SURVEY AREA The compensatory Afforest area is identified around Barawand area ie PFmiddotP23 19 which is sit1wted
approx7Km amp 28 Km ground di stance from VilIageBenurampKondagaon respectivelyPF-P2319 could be
described as 7860 hectare area identified for plantation
r= - C7 e 0-(Er Kadir Klt~lI)
EXECU TIVE ENGINEER 400 KV COl lSlrrJclioll (LINE) Divl1
CSP TrailS Co Ltd I(allref
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
The Coogle Imageries for Identified Land for Compensatory Afforestation area is given below
r= ~ In RadII lin II
EXECUTIVE[NGIflEER 100 KV CO1strueion (L1Nc) Oivil
CSP fron lt r I ~ I(allker
s~rll I t IQUIglt ltR ~ 11lt IQOlgl
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
Compensatory forest area ie PF P2319 falls ill sUIey of India ToposheetNo6SE6 The
TOllosllcct plot is given Igtelo
bullbull ~~ r---=M~ =__=-~r====~~~~~--~
No E44D6 fft I j)rro
liiimiddotmiddottmiddot lj~ ~~ ~~
middotl ~~~ (=11 rCI 1
i ------l
~ -nL~ - (Er Kadir Kh~n) EXECUTIVE poundrIGINEER
400 XII Constuction (LINE) Dlvn CSP Trans CoLId Kankcr
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
I
NAf~ A R AI Ford
~ f j (ILL BORAWAND
raquoMSIONNARAYNPUR RANGE BENUR PI NO P2319 MUlA7860 Ha
r
(
o C
bull Ibull
I I
J
C- - = C $gt ~
(Er Kaclir Khall) EXECUTIVE ENGINEER
400 KV Conslrllclion (UNE) Dlvn CSp TransCo Ltd I(anker
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
o D ce Dc D a0 BORAWAND
DD 0 0
PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
NoDJ
CC
1 ClDYANAR a
acaD CD
lc = - G2_~ (tf Ka dil Iltlidll)
EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
C5P Trans CoLid Kmiddot
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
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26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
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EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
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Base Stfllion
1--1941 5682
1--19414055
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(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
-
fdentification for COJllI)ensatory Forest Land in PF P2319
MUlA OF COMPENSATORY rOItESTATIQN COMP P2319 FOR 132ICV DCDS ICONDAGAotlil AYANPlJR tRANSMISSION LINE
I -v J
PROpOSED MUlA FOR COMPENSATO~YAFFORESTATION
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I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
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PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
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(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
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U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
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Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
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26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
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EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
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-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
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Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
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19deg4 12427- -t----l----T-t~~__+---==-J
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Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
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(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
bull The Layout malgt of the compensatory fOlmiddotcst is here under
I32KV De nS UJJJVPmiddot IlAV~lJP11RTRANSMISSION LINE COMPARTMENT BLE AREA 7862 Ha
CHAPALVLL UORAWAND D VI$QN WAAAYNPU RANOB BBNlJR degOcPOPf NO 2319 ARILA 78 tO Ra
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PROPOSBD ARPA FOR COMMlNSATORY A1~ORESTAnON
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EXeCUTIVE ENGINEER (LINe novn00 KV COIISVtJctton
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30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
30 lNTRODUCTION ABOUT DGPS Tllc survey using DGPS (Diffetmiddotential Global PositiOlt ing s ystem) was the pUlpose to enhance location
accuracy as compare to hand GPS from 7 - 10m to 10 em
Tlle real time DGPS oeClUS when the base station calclilates and broadcasts corrections for each satellite
as it receives the data The oorrection is received by the roving receiver via a radio signal if the source is
land based or via satellite signal if it is satellite based and appli ed to the position it is calculating As a
result the position displayed and logged to the data file of the roving GPS receiver is a differential
corrected posi tion
Another method for obtaining real - time differential correction data in the field is by US1l1g
geostationay satellitcs This system obtains cOlTections from 1110re than one reference station Reference
stations collect the base station GPS data ailld relay trus data in RTCM SC-104 fonnat to a network
control center which sends the information to a geostationary satellite for verification The verified
information is scnt to the roving GPS receiver to ensure it obtains GPS positions in re11 time
40 EQUlPMENTDEPLOYED
Specific Surveying equipment was used for fixing the control points all ground for Ihis project The
present work was performed by using GRX-l dual frequency GNSS base reeeiver in RTK model
(Er Kadir Khan) EXECUTIVE ENGINEER
400 KV construction (UNE) Dlvn CSPo Trail sCi hI
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
The GRXl recei vel is a multi-frequency GNSS receiver built to be the most advanced and compact
receiver for the surveying market The receiver is a multifunction mUlti-purpose receiver intended for
survey alLd colls lmctioll markets
The GRXI receivers CJnd processes multiple middotignul types (incuding GPS U L2 CIA L2C GLONASS
LJ L2 CIA Signals) improving the acclracy wlll reliability of the swvey points and positions
especially under difficult jobsite conditions The receiver provides lite lill1ctjonality accuracy
amiability alld integrity needed forfrst lnd easy data collection
PRINCIPLbS OF OPERATION
Surveying lIIilh the right GPS receiver can provide users accurate and precise positioning a
requircl1Ientor CJny surveying project This section gives al1 overview of existing and proposed Global
Navigation Satellite Systems (GNSS) and receiverilllctions so that basic operating principles can be
applied
GNSS OVERVIEW Currently the following two global navigation satellile systems (GNSS) offer line ofsite radio navigation
and positioning w locily and time services 011 globnl all - weather scale to any IIser equipped with fI
GNSS IlYIcking receiver on or near the earth sliljace
GPS The Global Positioning System maintained and operated by the United States Department
of Defense For infollnation on the status of liti s system vi sit tbe US Naval Observatory website
(htt ptyt housuonHvill1 iV) or the US Coast GUllrd website ( httpwwwnavenuscggovD
c= __ 0 1-gt
(Er Kndir (Jail)Sd~~~ EXECUJNEENGINEER ~ 400 IIV Conslltctlon (LINE) Dvn
CSP Trans Co LId Kankcr ~
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
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8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
U GLONASS Tile Global Navigation Satellite system ll1aintained and operated by the Russian Federation Ministry of Defence For information on the status or this system visil the Coordinational Scientific Informa tion Center Weosite (Il tt l wwwgonas-ianc l1Iam) Despite numerous technical differences in tIle implementat ion of these systcms satelli te positiolling systems have three essential components
SPA CEe GPS and GLONASS satellites orbit approximate(v 12000 IlIl1l1icrrlIIiles above Earth and are
equipped with a clock and radio 1llese salellites broadcast ranging sigllals and various digital
information (ephemerides oimaMcs t ime Clndf requency corrections alld so forth)
CONTROL Ground stations located alOlllld the Eatmiddotth tha t mOllitor the sateliites and upload data
incJlldiltg clock cor rections and new ephemerides (satellite positions as a [unetioll of time) to ensure the
satell ites transmit data properly
US ERthe conullunity and militalY thai nse GNSS receivers 10 a1clllate posi tions
CALCULATING ABSOLUTE POSITIONS
When alculating an absolute position a stationay or moving receiver detennines its three shy
dimensional position with respect to the origin of an Eath-Center Earth-Fixed coordinate system To
calculate this posilion the receiver meH sures the distance (called pseudo ranges) between it and at least
four sa tel li tes The measured pselldo ranges are corrected for clock di fferences (receiver and satellites)
and signal propagation del~ys due to atmospheric effecls The positions of the sa tellites are computed
from the ephemeris data transmitted to the receiver in navigation messages When using a single satellite
sys tem the minimum number of sa tellit es needed to compute a position is tour In a mixed satellite
scenario CGPS and GLONASS) the receiver must lock onto five or more satellites to account tor the
different time sca les used in these systems and to obtain an absolnte position
CALCULATING DIFFERENTIAL POSITIONS
DGPS (Differential GIS) is a relative positioning technique where the measurements from two or more
remote receivers are combined and processed using sophisticated algoritluns to calculate the receivers
relative coordinates with high accumcy DGPS accommodates va rious implementation techniques that
can be classified according to the fo llowing clileria
The type ofGNSS measurements used eirher code-phose differentia measllrements or carrier - phase
differentiameasurements
Ifrea l - time or post-mission results are required Real-time applications can be further divided
according to the source ofdifferential data and colIl munication link used
l= _ -=-Sgt) ~ ~ (L5r Kadir-Khan) EXECUTIVE ENGINEER
400 K COW OivlI C SP JfJj
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
Wilh OOPS in its 1110stlraditional approach one receiver is placed at a known surveyed localion and is referred to as the refercncc receive) or base station Another receiver is placed at ~n unknown location and is re[cned to as the remote receiver or rover TIe reference station collects Ille code-phase and carrier
50 ConciusiOlt
The DGPS Survey is Conducted for Identical Compensatory Forest Area ie P-23 I 9 The Sample
Survey was also conducted for Palch in the identified ~rca for PF-P2319 in order to calculate the
present density of proposed area for com)JensatOLY foreslation The detail ofDGPS sUlvey for PFshy
P23 I 9 is gi ven under
DGPS Coordinates dor Compensatory Afforestation of PF P2319 for Proposed 132kV OCOS Kondagaon to Narayanpur Trans Line
SN o
1
2
3
4
5
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
Point 10
61
PI
P2
P3
P4
P5
P6
P7
P8
P9
62
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
Distance Coordinates in UTM -44 Coordinates In WGSmiddot84 (OMS) Coordinates in WGS-84 ( ~O) from Base Easting North ing Longitude Latitude Longitude Latitude
(meter)
0 550317766 2177878middot581 81deg2844446 19deg428361 8147901278 197023225
54813 5498786137 2178206600 812833326 194155213 8147592389 1969867028
63040 5498036183 2178243353 81deg2830753 19 4156415 8147520917 1969900417
62696 5498821691 2178329512 81283346 19 4159211 8147596111 1969978083
59373 5499235169 2178322527 81deg2834879 19415898 8147635528 1969971667
55899 5499697345 2178316015 812836466 19 4158764 8147679611 1969965667
47585 5500730743 2178286699 81deg2840013 194157801 8147778139 1969938917
35749 5503538254 217823425 81deg2849652 194156069 8148045889 1969890806
35649 5504228273 2178219243 81285202 194155574 8148111667 1969877056
51594 5504480154 2178377812 812852901 1942073 8148136139 1970020278
80167 5506414717 2178611993 812859497 194144471 8148319361 1969568639
24891 5504466612 2178457051 812852862 19deg423308 8148135056 1970091889
20979 5504372791 2178563834 81285255 19426783 8148126389 1970188417
20898 5504330291 2178596948 812852407 19deg427861 8148122417 1970218361
25824 5503841293 2178633528 812850731 19429055 8148075861 1970251528
34366 5503030292 2178671627 812847949 194210302 8147998583 1970286167
34485 5503017372 2178671144 812847905 194210287 8147997361 197028575
43584 5502075485 2178652875 812844668 19deg429701 8147907444 1970269472
47982 5501627269 2178644119 812843127 1942942 8147864639 1970261667
50304 5501391363 2178638515 812842316 19429 24 8147842111 1970256667
534 27 5501119001 2178682675 812841385 19 4210679 814781625 1970296639
56523 550087106 217872228 812840537 19 4 2U 97 8147792694 19703325
63845 5500328145 2178804747 81283868 194214658 8147741111 1970407167
67442 5500082867 2178844195 81 2837841 19 4215943 8147717806 1970442861
69957 550042 2458 217893751 81middotJ-83833 194218978 8147731389 1970527167 - -) ~
- ~ -F ~~(qaOa
~
~ ~pt I~ ~~I)middotI _ v r 01m (han)311tfltlgt~ _ fERIXECU71 VE ENGIN
400 KII Consruction (UNE) Divn GL CSP Trans Co Ltd KanS P Pam IHI
cHlWg(li~
I RmUIlJ ltR ~mTll~
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
26 P24 68360 550061628 217897~ 053
27 P25 67010 5501046196 2179013 02~
28 P26 64544 5501471625 2179027023
29 P27 63106 5501657721 2179026 658
30 P28 60180 5501976036 2179018368
31 P29 55940 550247141 2179008763
32 P30 52626 5502840809 2178998289
33 1 31 48114 5503238061 2178973354
34 132 45188 5503511577 2178958 277
35 P33 40299 5503973524 217893263
36 P34shy 37489 5504277686 2178920012
37 P35 311416 5504596935 2178904226
38 P36 27511 5505439235 2178869225 q P37 25228 550574612 217885525
9 P38 23534 55064446 2178847316
41 P39 23109 5506705422 217884125
42 P40 22936 5506937281 2178835323
43 P41 21727 5507231118 2178813344
44 P42 21261 5507515745 2178793874
45 P43 23780 5508060742 2178783616
46 P44 20945 550830668 2178701837
47 P45 25508 5508816245 2178697978
48 P46 25569 550887902 2178680177
49 P47 27405 550914049 2178640396
50 P48 28705 5509282288 2178624939
51 P49 28183 5509157256 2178547093
52 P50 28623 5508954521 2178479993
53 PSI 302 26 5508861042 2178434467
lt4 P52 32403 5508809146 2178393673 P53 37378 5508801754 2178324364Jgt
56 P54 42914 550872 5215 2178250365
57 P55 46398 5508375936 2178191501
58 P56 47520 5508350287 2178177997
59 P57 47394 5508133048 2178170297
60 P58 45482 5507916431 2178182683
61 P59 44427 550789583 2178193137
62 P60 42990 5507773791 2178204138
63 P61 42608 5507710194 2178206088
64 P62 42538 55076232 2178204137
65 P63 42647 5507496205 2178199467
66 P64 43763 5507299212 2178183396
67 P65 42091 5507162577 2178197775
81 2839686
81 2841167
81284263
812843269 -81 2844361
812846062
81284733
812848692
81284963
812851215
812852258
81 2853353
81 2856243
812857296
812859694
8129059
81291386
81292393
81293369
81 295 24
81 296076
81297 826
8129804
81298935
8129942
81298983
8129828
81297954
81297772
81 29774
81deg297 4 7
81296264
81296175
81295428
81294685
81294615
81294197
81293979
8129368
81293243
81292565
81292097
middot 19 4220163 8147769056 1970560083
194221427 8147810194 1970595194
194221878 8147850833 1970607722
194221865 8147868583 1970607361
1942 21592 8147898917 1970599778
1942 212 75 8147946167 1970590972
19 4220931 8147981389 1970581417
194220116 8148019222 1970558778
194219623 8148045278 1970545083
19 4218784 81 48089306 1970521778
19 4218371 8148118278 1970510306
19421 7855 8148148694 1970495972
194216708 8148228972 1970464111
194216251 8148258222 1970451417
1942 15 986 814 8324833 1970444056
194215786 8148349722 19704385
194215591 8148371833 1970433083
194214 874 8148399806 1970413167
194214 238 8148426917 19703955
19 4213 899 8148478889 1970386083
194211236 8148502111 1970312111
19 4211 i06 8148550722 19703085
19 4210526 8148556667 1970292389
19 42 923 8148581528 1970256389
19428725 8148595 1970242361
19426194 8148582861 1970172056
19424013 8148563333 1970111472
19 422533 8148554278 1970070361
19421206 8148549222 19700335
194158952 8148548333 1969970889
19deg4156 545 8148540833 1969904028
194154633 8148507333 1969850917
194154194 8148504861 19698 38722
19 4153946 8148484111 1969831833
19 4154351 8148463472 1969843083
19 4154 691 8148461528 1969852528
194155 05 8148449917 19698625
19 4155114 8148443861 1969864278
19 4155051 8148435556 1969862528
19 4154901 8148423417 1969858361
194154 38 8148404583 1969843889
19 41 54849 8148391583 1969856917 Ic== a - ~ I l
middot CJ ~ middot 3
1 (EI RaWI Rnall
v
EXECUTIVEENGINEER 40a KV COlis fruclio1 (UNE) Dlvn
CSPo TrailS Co Ltd San~1 ~ t - t~
FltjOseU
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
-68 66 42289 r229127292 2178195151 81 29 1 976 1941 54 764 8148388222 1969854556
69 167 41825 5506983723 217819763 8129 1483 19 4154846 8148374528 1969856833 - 70 168 413 05 5506890976 2178201695 8129 1165 19 4154979 8148365694 1969860528
71 P69 39773 5506745788 2178215647 81290667 19deg4155434 8148351861 1969873167
72 61 0 550317766 2177878581 81 2844446 19428361 8147901278 197023225
73 P70 48747 5506640517 2178221681 81290306 194155631 8148341833 1969878639
74 P71 47243 5506548621 2178209569 81 2859 989 194155238 8148333028 1969867722 -i5 P72 47476 5506715337 2178195203 81290561 194154769 8148348917 1969854694
76 P73 454middot87 5506676465 2178169249 81290425 194153925 8148345139 196983125
77 P74 429 66 5506581645 2178140751 81290096 194152999 8148336 1969805528
78 P75 43713 5506732145 217813302 81 290612 194152746 8148350333 19697985
79 P76 45385 5507017509 2178120528 81291591 194152337 8148377528 1969787139 80 P77 44262 5507075188 2178088354 81291786 19415129 8148382944 1969758056
1 P78 42307 5507002084 2178059495 81291532 194150352 8148375889 1969732 02 P79 38514 5506649714 2178045251 81290321 194149891 814834225 1969719194_ 83 P80 36316 5506428876 2178040396 812859562 194149736 8148321167 1969714889
84 P81 33609 5506292477 2178004807 81285909 194148579 8148308056 196968275
85 P82 36249 5506596912 2177998941 81 290135 194148385 8148337083 1969677361
86 P83 36336 5506667439 217797981 81290375 194147762 814834375 1969660056
87 P84 30868 5506259325 217786081 812858962 194143895 81483045 1969552639
88 P85 30925 5506263259 2177857885 812858975 1941438 8148304861 196955
89 P86 33653 5506465989 2177807039 812859666 194142144 8148324056 1969504
90 P87 34457 5506323658 2177738018 812859171 1941399 8148310306 1969441667
91 P88 38628 5506354578 2177658852 812859269 1941 37324 8148313028 1969370111
92 P89 31210 5505557829 217767671 812856534 1941 37912 814823 7056 1969386444
93 P90 25090 550445596 2177662685 812852748 1941 37466 8148131889 1969374056
94 P91 22418 5503859986 2177665037 812850701 194137548 8148075028 1969376333
95 P92 19690 5503534072 2177684932 812849584 194138198 8148044 1969394389 -
lt)~ P93 21153 5503039127 2177667505 812847882 1941 37636 8147996722 1969378778 shy
24504 81 2846734 194136683 1969352306JI P94 5502705778 2177638131 8147964833
98 P95 25829 5502063301 2177645565 81 2844528 194136931 8147903556 1969359194
99 P96 25639 550171 1047 2177668278 81284332 194137673 814787 1969379806
100 P97 24477 5501073965 2177753461 81284114 19414045 8147809444 1969456944
101 P98 25151 5500795292 2177797955 812840188 19 41419 8147783 1969497222
102 P99 23961 5500781531 2177877 935 812840148 194144502 8147781889 19695695
103 PI00 22731 550094203 2177919706 81 2840703 19414586 8147797306 1969607222
104 P101 27338 5500523272 2177943982 812839267 194146653 8147757417 196962925
105 P102 29345 5500372557 2177964753 812838752 19414733 8147743111 1969648056
106 P103 32870 5500127578 2178001118 812837914 194148516 8147719833 1969681
107 P104 41889 549965371 2178105052 812836296 194151901 8147674889 1969775028
108 PI05 48927 549927327 2178173445 81 2834996 19415413 8147638778 1969836944 -109 PI06 55180 5498839171 2178219552 81 2833509 194155634 8147597472 1969878722
~ r= - ~l Q~
(Er Iltadlr Khan) rXECUTVE ENGINEER
400 (V COIlSfllction (LfN~E) DlvlI CSp Trons Co Ltd I k ClI
~
~ ~ qj ~ mml
~~f A
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
8
Total 2 Nos base Point have been establish 011 ground to cover 106 point on ground to complete the
survey Qf identified Forest area ofPF-P2319_ The Base amp Rover CO)lfiguration is Given Below
132kV DCDS KONDAGAON- NARA YANPlJR TRANS_ LINE PROPOSAL FOR COMPENSATORY AFFORESTATION FOR PF P23 t9
VfLLAGE BORA WAND DrSTRICT NARAY ANPUR CHHATIISGARH
)JltJII 3 01 0175 81
94~29_54 -~----L---_1----------I--19422954
19deg421309
19deg41 11i X7- -l
190 41
9deg41 2427
81
19deg4 12427- -t----l----T-t~~__+---==-J
81
Base Stfllion
1--1941 5682
1--19414055
bullOGPS RoveI Point Rover Ray
-(FI K1(iir KI lIIj
EXICU liVE ~I(jNL R 400KV COlisweion (UIC) Olvn
CSP rtans Co WI KUllker
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
bull
~ _ ~ogtR - -shy
(L 7 Kadr Rhan) EXrCUTIVE ENGINEER
400 lt11 CUIIlaquolUctiOIl (LINE) DIII
cSP Trms Co Ltd Knllxcr
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor
(Er adr Khan) EXECUTIVE ENGINEER
400 K~ Conslruclioll (LINE) Divn CSp Trails Co LId I(ankor