BHARATMALA...305+000 305+100 30 ]]'50.79"N 30 11'52.54 ]00 309+900 78 38'18.18"E "N TotalLenzth 760...

33
BHARATMALA flOAD TO Ili'(OSPERfTY {'1<:='.:fi'rC!~ No. RO/UKlChardham/HPC Government of India Ministry of Road Transport ftHighways (Chief Engineer-Regional Office) 46/1, Canal Road, Jakhan, Dehradun - 248001 (Uttarakhand) Phone No. 0135-2738657, email:[email protected] Dated:- 25.09.2020 To, 1. The Director General (Borders Roads), Seema Sadak Bhawan, Ring Road, Naraina, New Delhi. (E-mail: [email protected]@bro.gov.in). 2. The Managing Director, NHIDCL, 3rd Floor PTI Building, 4, Parliament Street New Delhi. (E-mail: [email protected]). 3. Secretary, PWD, Government Uttarakhand Secretariat, 4, Subhash Road, Dehradun- 248001. (E-mail: [email protected]). Subject: Hon'ble Supreme Court's Order dated 08.09.2020 in the M.A. 144912020 and 08.08.2019 in the matter of Citizens for Green Doon & Ors. Vs. Union of India and Ors. - reg. Ref: i. ii. Sir, Sh. Ravi Chopra, Chairman, HPC letter dated 11.09.2020. This office letter dated 17.09.2020. This is in reference to letter cited above at (i) which was forwarded vide this office letter cited above at (ii) with request to submit the comments I compliance report in the specified timeline in this office. The same are still awaited. 2. In compliance to letter dated 11.09.2020 of Chairman, HPC it is requested to put the details of vulnerable slopes & muck dumps which were submitted to HPC vide this office RO/UK/CHARDHAM/HPC dated 11.05.2020 (copy enclosed) in public domain on your respective websites. It is also requested to provide road signages as per IRC Specifications at these locations to warn the road users. Encl.: As above Yours faithfully ~~ Assistant Executive Engineer For Chief Engineer-Regional Officer 1/2

Transcript of BHARATMALA...305+000 305+100 30 ]]'50.79"N 30 11'52.54 ]00 309+900 78 38'18.18"E "N TotalLenzth 760...

  • BHARATMALAflOAD TO Ili'(OSPERfTY

    {'1

  • Copy for necessary action to:

    1. The Chief Engineer (NH), PWD, Garhwal Mandal, Yamuna Colony, Dehradun. (E-

    mail: [email protected]).

    2. The Chief Engineer (Project Shivalik), Border Road Organization, IDPL Complex,

    Virbhadara, Rishikesh. (E-mail: [email protected]).

    3. The Regional Officer, NHIDCL, C-24, Ajabpur Kalan, Near Bengali Kothi, THDCC,

    Dehradun. (E-mail: [email protected]).

    Copy for information to:

    1. Director General (RD) & Special Secretary, MoRTH, Transport Bhawan, New Delhi-

    110001. (E-mail: [email protected]).

    2. Additional Director General (Zone-1), MoRTH, Transport Bhawan, New Delhi-

    110001. (E-mail: [email protected]).

    3. The Principal Secretary Forest, Govt. of Uttarakhand, Secretariat, 4 Subash Road,

    Dehradun -248001. (E-mail:[email protected]).

    4. The Chief Engineer (Zone-I), Transport Bhawan, New Delhi- 110001. (E-mail:

    rahul. gupta@nic. in).

    Yours faithfully

    ~~(Ankit)

    Assistant Executive Engineer

    For Chief Engineer-Regional Officer

    2/2

  • 9/25/2020 Gmail - Submission of details of vulnerable slopes and muck dump sites- reg.

    Regional Office

    Submission of details of vulnerable slopes and muck dump sites- reg.2 messages

    Regional Office Mon, May 11, 2020 at 1245 PMTo [email protected], arvind singh hyanki hyanki , [email protected], "I. K.

    Pandey" , cenh ddn , bro-svk , [email protected]: Virendra Singh Khaira

    Chief Engineer - Regional Officer

    Ministry of Road Transport and Highways

    Govt. of India

    46/1, Canal Road Jakhan

    Dehradun

    TeE:0135-2738657

    2 attachments

    ~ submission of details of vulnerable slopes. pdf

    9851K

    Vulnerable slopes and muck dump sites details.xlsx57K

    Regional Office To: [email protected]

    Mon, Jul 20, 2020 at 4:37 PM

    Sir,

    PFA the list of vulnerable slopes and muck dumps.[Quoted text hidden)

    2 attachments

    ~'1 submission of details of vulnerable slopes. pdfU 9851K

    ~ Vulnerable slopes and muck dump sites details.xlsx57K

    https:l/mail.google.com/mailiu/1 ?ik=3dcb87a8e1 &view'~pt&sC'arch·-clll&')P'n)l·'TI.-"-· --'~c' .,"! -'A" 608420149471-19 .c '"'"'' ." C.L , ., ",.j ,- , 07878&slmplcomsg-a%3Ar1842. 1/1

  • ,', ...'

    No. RO/UKlChardham/HPCGovernment of lndia

    Ministry of Road Transport &Highways(Chief Engineer-RegiQn(i1Office)

    46/1, Canal Road, Jakhan, Dehradun - 2.48001(Uttarakhand)

    BHARArMAll.AilOAaTOJiI!Osf't!IITY

    IDated: . 11.05.2020

    To,The Secretary, Forest &: Environment,Memb~r Secretary, Forest (HPC)JGovt. of Uttarahkhand,4 subasnRaod, UttarakhandSecretqriat,Dehrad~n - 24800.1

    Sub: - Submissionof details of vulnerable slopes and muck dump sites- reg.

    Sir,Please refer to your letter no. o.5IX-3/19t15(104)!2019 dated 06"0.3,.2020,12/X·

    3119/15(104)/2019 dated 24;04.2020. and 20/X.3/19115(1o.4)l2o.19 dated 0.6.0.5.20.20.videwhich it was r>ecommendedto undertake survey to identify vulnerable slopes and muck

    dumpingsites. '

    2. In this regard, the executing agencies has identified the vulnerable slopes andmuck dump sites, the details of such vulnerable slopes and muck dumping sites packagewise atongwithjits chainages and GPSlocations, are enclosed herewith of further necessaryaction. It is to mention that partial details are

  • To,CE-RO,M~R"f&8.

    461 '1Can~l RQad, Ja~hat1,

    Oehradl:)n~Uttarakhand.

    . ICon$truC:~ionand Up-gradation to 2·tane with paved shoulder from Km, 368.00 to4$0.000 p(Lameri to ehamali of NH~C)7on EPC basis in the State of Uttarakhand.

    ·$uJ5I't'1.i~s~onof detail's of vulnerable slepes a muck dumping site.

    'Ref: '(1) CE~RO,MQRTftH, Dehradun letter no. R01UK/Chardham/HPC dated 11.03.2020.Kill Mis H~tl~tzter no, 980!)14/CHentlPkg-IJ2$1 dated 17.03.2020 (Copy enclosed).:(iii) MtsHIECtetter no. 980014IClient1Pkg-H1323 dated 17.03.2020 (Copy enclosed).

    'sir, :.With reJ~rence to your letter mentioned above at reference (i), the details of

    vulnerable slop~$ and muck dump sites, as submitted byAuthority's Engineer, MIs HEC inAssociation with MIs L telford Consulting Eng..Pvt. Ltd. under jurisdiction of this office (Km,)60.0'0'0 to Km 430.000 of NH

  • Fiighwa! E'n$l}l1itCr:ing Consultantit) A$sQctatiiZ>il with

    LTriifi)1:eiJ C(!}.r;t•.,rlJitlfJg '¥4.gJ}neet!$Pvt. Ltd.

    ,.--- ,

    str;uqtion·ana'.'l.lp,·ir~QAti~rl/~f·.~~i~tl·Poft~~~ri.t9'Kafanpr .narn" Rtiybjna of ERe

    Re:9~tdingl' ..'~ubmi$siQn'of~~tailsofvltln~t-a:blftslo'Refe,te!l.g~:) t;X$ .~r~o.. ..'

    . '; ~;;F6 Irll~er":. ,fje r~ ,...."....... ~.i13;s~, )Forest &. Environl11erit,Goy~~ ~~ No. 051X~3/19115(104)/2019

    ¢j(,dllfl1p si~.s191crORRJD~290'8

    .dfite~1i~03·2020cite~,atseri~1{1J,reg~rdipgthe subjectenclosingtherewlth,l~ttel'S~a~edjl;f13~"." .. '. ..• ..RT&f;•.Denr~dunand .' . .'.....rest~'EnvironmentOepartm~nt,lr' .. .

    f~st)edtllJelvwherein the lnfo(ma,ti .... ,gard to identification of vulne'~ole muckare!i~$~(ed'fOilr:·h\.IA,nr!on!

  • arrest any·11IOHnWil ·overof mulba in

    obstruction . to

  • 9

  • ..

    Slqpe,' .410+980):·

    ,>I.Jlth,,>lil,'l.llJ.!:t ap~arentfyahd needs

    '. ,such,

    Slop,e (Ch., 'Cb.411+520):.

    angle is 50"+exposed rock on '

    I'Il\ttt:\m,n"rti"'" media

  • rfile in{9tD1~~Qnwith .adtion..allY90t end.'

    vulnerable slopesand dumpIng sitesas above Issubmitted for favor .

    CC, 1.Mis ·HCCPL, Contract Package· 2

  • orsandy

    and requIres

    treatment for ~tablHzingthis stopefor ~voiding i any

  • iI

    (' .'

    rghw;1)?E'ngineenng CQl)8uit:JIlt

    in Association with

    L l}::lfOrd Consulting Enginee;:s Pf1:.Ltd.

    Date: 17-03-2020

    To,

    'fheGeneraNational....talleNo,!?~utiROad,Email;,thfdclddn2

    "~r!(P'r'oiect)lnf~$t(uc:ture Development Corporation:limIted."~~tiy,~n:a•.Qpp. G.B. PantFo(estcy Ihstitute,f lJJ\ara~naoq .ail.com.

    cJn&~l'UctlOri·~ndUpgreq:atipn of e~i~tin.9road to 2-Janewith paveo shoulder from Km.399.000 to.00of

  • botfor" creation of

    arrest any roll overnos. of culverts

    faU'within the dumping zonewhich require Widening as wellas casQadi~gbeyond their outleton valley si~e to avoid erosion,

  • dislUrbE~d "'.....,..,'"",,,,,hill side:is'tl)titJp()s(id "'\',,,'/0"'" rockwith

    of ~about450s project road,road formatlonalready been

    to sub-grade level.configuration of ,

    is vulne.rable,. yet at 'toe restraint is inelectric tower ison top of this

    slope and

    1'9

  • Package-l : Rishikesh (km 228) to Rudraprayag (km 368) ofNH- 58 (old)

    Name of Project: Widening and Strengthening I Reconstruction of Exiisting 2-Lane to 2 Lane with Paved Shoulder Configuration from Existing Km 235+615 (Design Km 235+306)to Km268+000(Design Chainage Km 266+100)of NH-58 in the State of Uttarakhand through an Engineering, Procurement and Construction (EPC) Mode.

    Special Protection work Against Land Slide (Pkg-I)

    S.No Chainage Cordinate[Northing & Easting] Length (in mtr.) Nearst Dumping ZoneRemarks

    From To From To

    246+020 246+12030°07'59"N 30° 100 247+170 Proposed78°24'57"E 07'

    246+140 246+19030°07'57"N 30° 40 247+170 Proposed

    178°25'00"E 07'

    257+080 257+18030°04'07"N 30° 100 265+01078°27'35"E 04'

    259+740 259+88030°03'40"N 30° 140 265+01078°28'55"E 03'

    Total Length 380

    Name of Project: Widening and Strengthening I Reconstruction of Exiisting 2-Lane to 2 Lane with Paved Shoulder Configuration from Km 268.00 to Km 300.00 on NH-58 in the State of Uttarakhand

    (EPC) Mode.

    Special Protection work Against Land Slide (Pkg-I)s. Chainage Cordinate[Northing & Easting] Length (in Nearst Dumping Zone Remarks

    No mtr.)

    From To From To

    266+200 266+80030°03'39.37"N 30°03'31.85 600 268+900 Proposed78°03'13.85"E "N

    283+200 283+60030°05'39.26"N 30°05'41.80 400 287+720

    278°34'42.76"E "N

    284+900 285+10030006'4.81"N 30°06'13.47 200 287+72078°34'30.80"E "N

    291+300 291+60030°07'38.74"N 30°07'43.33 300 291+10078°35'51.12"E "N

    Total Length 1500

    Sinkig Zone (Pkg-ii)S. Chainage Cordinate[Northing & Easting] Length (iu Nearst Dumping Zone

    Remarks

    No mtr.)

    From To From To

    3 283+200 283+60030°03'39.26"N 30°03'41.80 400 1 Proposed78°34'42.76"E "N

    - Total Length 400

    Name of Project: Wid!mjl~~ a:1dStreligthening I ReconstrL!ction of Exiicting 2-Lanc to 2 Lane with Paved Shoulder Configuration from Km 300.00 to Km 33B.fiOon NH-58 in the State of U\tarakhand

    (EPC~!VIode.

  • Special Protection work Against Land Slide (Pkg-I)S. Chainage Cordinate[Northing & Easting] Length(in NearstDumpingZone Rematks

    No mtr.)

    From To From To

    298+360 298+75030°09'8.54"N 30°09'30.49 390 301+400 Proposed78°37'3.47"E "N

    4 304+100 304+37030°11'31.47"N 30°11'38.00 270 308+65078°38'21.29"E "N

    305+000 305+10030°]] '50.79"N 30°11'52.54 ]00 309+90078°38'18.18"E "N

    Total Lenzth 760

    Sinkig Zone (Pk2-iii)S. Chainage Cordinate[Northing & Easting] Length(in NearstDumpingZone Remarks

    No mtr.)

    From To From To

    323+300 323+60030°12'56.77"N 30°12'51.18

    300 Proposed

    578°44'40.37"E "N 327+000

    323+800 324+10030°12'45.61"N 30°12'44.70 30078°44'48.40"E "N

    Total Length 600

    Reconstruction with Geometric Improvement of existing 2 lane/intermediate lane to 2 lanes with paved shoulder configuration from km 338.000 to Km368.000 of NH-58 in the state of Uttara hand in

    fPC mode.

    Special Protection work against Land slide (Pkg II)

    S.no.Chainage coordinate (Northing ,Easting) length Nearest Dumpig Zone Remark

    From To From To (mtr)

    335+350 335+45078,50,29 E 78,50,45 E 100 341+250

    ~ 30,14,02 N 30,14,06 N

    6 350+750 350+85078,55,49E 78,55,52 E 100 351+100

    l 30,15,08N 30,15,11 N

    356+200 356+800I 78,57,53 E 78,58,08 E 600 357+300I

    30,16,25 N 30,16,34

  • Vulnerable Slope Details

    Cons ..ruction of Kaliasaur Bypass having provision of 3 no bridges (l82.10m, 250.00m & 162.lOm) land 2 lane with paved shoulders configuration & strengthening of NH 58 from Km 349.800 to

    Km 355.495 (TotaI3.22Km) in the State nf Uttarakhand on EPC mode.v

    SLNo. Vulnerable sl~ I sinkin2 zone chafnaae Length Co-ordinatesActiontaken or needed

    COS Notice has RemarksFrom To (m) N E been issued to I

    1 2 3 4 5 6 7 8 9Gabien WalVOther Contractor is already instructed to7 345+400 345+;;00 200 30·14·40.96"" 78°54"5.85" protectionmeasures needs YES submit COS proposal after detail

    to be taken. geotechnical investigation.

    Package-2: Rudraprayag (km 368) to Mana (km 528) ofNH- 58 (old)SINo Name of road Name of District Stretch Km location latitude Lo~tude Remarks

    Joshimath-Mana Chamoli Stabilization of landslide at Hatipahar including construction & 471.400 - 30°33"47" 79°34"01" S/protection wks underNH-58 PKG-2 upgradation of existing road to 2:-lane with paved shoulder 473.675 progress.

    from existing chainage Km 489.350 to Km 491.600 (Designchainage Km 471.400 to km 473.675) (Shingdhar Bridge to

    8 Vishnuprayag Bridge) of NH-07" (Old NH-58) on EPC mode

    under improvement to NH connectivity to Chardham in the

    state of Uttarakhand.(Design length 2.275 Km) (Job No. NH-

    07(58)-UR-2017 -18-531)

    Construction and upgradation of existing road to 2 lane with 473.810- 30"33"48" 79"33"31" Proposal forpaved shoulder from existing chainage km 491.600 to km 481.175- 30"37"19"" 79°33"54"" specialized land slide

    504.475 (design chainage km 473.675 to km 486.100) of NH- 485.630- 30"39"06" 79°31"24" treatment fwd to CE-07 (old NH-58) ( Benakuli bend to Mana) Under Chardhgam 485.700 RO on 25 Mar 2020.

    9 Programme on EPC mode in the state of UUrakhand (Package Approval awaitedNo-02)

    Construction and upgradation of existing road to 2 lane with 494.480- 30°41"53"" 79"30"45"" Proposal forpaved shoulder from existing chainage km 509.700 to km 501.100- 30"43"42" 79"29'48" specialized land slide

    528.00 (design chainage km 490.550 to km 507.850) of NH-07 507.580- 30"46"04" 79"29"54" treatment fwd to CE-(old NH-58) ( Benakuli bend to Mana) Under Chardhgam 510.200- 30"41"54· 79"30"37"" Proposal for10Programme on EPC mode in the state of Uttrakhand 510.400 specialized land slide

    (Existing ch) treatment fwd to CE-

    Ra on 09 Apr 2020.

    Approval awaited

    Package-3: Rishikesh (Ch.1.90) to Dharashu Bend (km 144.00) ofNH- 94(old)

    ISlNo IName of road IName of District Chainage FromICh ~

    K~~"","OO wrm Tehrl 18>{)20

    I~.;::~UU,"~"U~~;~o 240 ..!!!ZQ_ 239423.062 3340165.47' 18+020to 18+170~ 239526.98' 3340'0',67' & 18+350 to2 lanewi~ pBV~ ~~~~~~ 239548.725 3340'89.641 18{)SO 1+180 RH5 130 35-40 ~ 239928. 3341475.473state of Uttarakhand (Job.1!.!!'Q_ 239978.969 3341584.131INo.NH-94-UR-201-17-473)

    22+350 22+5SO RHS 200 50-60 _B!S(l_ 240870.839 ~~ 241041.506 ~

    23+200 23+300 lHS _!!ltl_ 40-50 23~ 24 376.238 ~11233()()_ 241454.723 ~230500 23+600 lHS 100 35-45 235()()_ 241562.04 ~236()()_ 241602.581 ~

    24+450 24+5SO lHS 100 50-60 ~ 241946.068 ~2""""_ 241916.526 ~

    25+400 25+700 RHS 300 50-60 ~ 24195 729 ~~ 241740.672 334'9 2.671

    26+700 2~8O _RHS 80 35-45 ~ 24241 324 3344240.698~ 242479.706 3344280.

    27+340 .. E+li

  • .,SLN N fR f .0, ameo Dad Name 0 District Name ofWork Chainaee Lattitude Loneitude Remarks

    R,shikesh-I:)harasu New Tehri Reconstruction with geometric improvment of existing intermediate 29.76 to 29.82 30'13'19.24" 78'19'53.05" Proposal for

    NH-94 lane to 2 lane with paved shoulder configuration from existing km 30.64 to 30.74 30'13'41.96' 78'20'04.84' specialized land slide28.600 to km 59.420 (design chainage28.320 tokm 58.603) of NH-94 35.00 to 35.10 30'14'27.70" 78'21 '12.52" treatment fwd to CE-

    in the state of Utlarakhand (Job. No. NH-94-UR-201-17-491)38.24 to 38.36 30'15'14.43" 78'22'08.71 " S/protection wks under

    Iprogress.38.36 to 38.50 30'15'18.42" 78'22'08.69' Proposal for

    12 39.46 to 39.54 30'15'40.36" 78'21 '51.80" specialized land slide

    40.46 to 40.51 30'15'55.83' 78'21 '53.08' treatment fwd to CE-

    43.50 to 43.68 30'17'01.16" 78'22'05.52" RO on 19 Feb 2020.

    Approval awaited44.22 to 44.26 30'17'19.80" 78'21'55.04"

    45.90 to 46.10 30'17'44.80" 78'21 '08.01"

    52.615 to 52.70 30'19'48.73" 78'22'30.18"

    New Tehri Rehabilitation and upgradation of Rishikesh-Dharasu road (NH-94) 62.90 to 62.98 30'21 '21.29" 78'23' 25.49" Proposal for

    with 2-lane with paved shoulders from design chainage km. 58.603 to 63.31 to 63.39 30'21 '30.64" 78'23' 27.22" specialized land slidekm. 58.853 (existing Chainage km. 59.420 to km. 59.650), from treatment fwd to CE-

    Design Chainage km. 61.630 to km. 63.950 (existing chainage km. RO on 20 Feb 2020.62.630 to km. 65.000) and new construction of 2-lane with paved Approval awaited

    13 shoulders Chamba Bypass of design length 2.035 km. including

    440m long tunnel on EPC Mode under improvement to NH

    Connectivity to Chardham in the State of Utlarakhand (Design length

    4.605 km) (Job No. NH-94-UR-2017-18-533)

    Proposal of rehabiliation and upgradation of road Rishikesh-Dharasu 75.20 to 75.40 30'40'49.29" 78'41'48.51" Slope protection(NH-94) with 2-lane with paved shoulders from km. 76.00 to km. works in progress110.00 (Design chainage from km. 74.733 to km. 107.347 including 78.54 to 78.72 30'41'41.12" 78'41'61.93" Proposal forconstrcution of Kamand re-alignment from existing Chainage km. 80.73 to 80.83 30'42'35.45" 78'40'68.83" specialized land slide105.200 to km. 108.600 (design chaiange km. 103.436 to km.

    88.00 to 88.08 30'44'21.72" 78'38'28.21" treatment fwd to CE-105.949 -length 2.513 km) and land slide treatment work between

    88.20 to 88.30 30'44'27.95" 78'38'41.11" RO on 18 Feb 2020.14 design chainage km. 73.800 to km. 74.000 (200 m) on EPCmodeApproval awaited

    under improvement to NH Connecitivity to Chardham in the State of

    Ultarakhand for total project cost of Rs. 281.37 Cr. (Design Length

    32.614 kms.) (Job No. NH-94-UR-2017-18-527)

    Proposal of rehabilitation and upgradation to 2 lane with paved 121.340 to 30'53'31.6" 78'34'35.2" Proposal ofshoulder configuration for desiqn Chanage km. 107.347 to km. 1--'1;:2='=2:':.1:-:5::'t"'o=--+--3='0::'-::5=3'-::3-"1.".:8;;-"-1---=-78=''''3-'4::'0-::2''.:.5':-''--, specialized land slide

    129.208 & km. 133.878 to km. 138.570 (existing chainage km. 125.32 to 30'55'34.3" 78'33'61.9' treatment fwd to CE-

    110.000 to km. 133.020 & km. 137.330 to km. 142.028) excluding l--l=2'::6:..:.5-=0-"tO=---+--::30=':-:5-=5'-::57-=.-=7";;-+----:7=8;;:.3=2:::'8=2'-=.7=-,,---1 RO on 08 Apr 2020.

    t-;R:;;I.::sh;:;I.;:ke::s::;h~--;:D;:;:h:-::a::ra::s::u-j------;U-;;t;-:tac:;rk-::a:-::s::-hI.:--,C~~~~~~:~i~~:s~~n~ ~:n9d7~1;~~tr~~:~:~!:~ ~~~;:~uk~~c~~~~~°1--'11;:23:':85·:::2.6:::370::,t;.:to0=--+--33='00:::=65751:=52=60·.:.::77=-:-i__-=-7788::::",33::=21:':::434::::8,-=..32:;;:--tA;:;p::p::ro:-v::a::l:-;:a:-w:;a::R::ed_---1NH-94 on EPC mode under improvement to NH connectivity to Slope protection

    NH-94 Chardham in the State of Utlarakhand for total project cost of Rs. 135.87 works in ro ress

    356.13 Crore (Length -26.553 km.) (Job No. NH-94-UR-2017-18-526) 138.320 to 30'37'43" 78'19'48' Proposal of CoS for138.520 shifting alignment on

    valley side to prevent

    hill cutting and

    triggering of land slide

    submitted to CE-RO on

    31 Mar 2020

    15

    Rishikesh-Dharasu

    NH-94

    SI.No.Name of Road

    New Tehri

    Package-4: Dharasu (

    Chainage

    Rehabilitation and upgradation of Gangotri- asu (NH-l08) 102-lane with paved shoulders from Km 101.06 to K, 0.860 (Design

    ainage from Km 87.730 to Km 97.400) on EPe e under

    ment to NH connectivity to Chardham in the s

    U and. (Job No. NH-94-UR-2017-18-533)

    108.063 to

    108.255

  • Package-4: Dharasu (Ch.124.00) to Gangotri (krn 0.00) ofNH-108(0Id)

    .SI.No..' Name Of Road Name of District Name of Work Chainage Lattitude Longitude Remarks

    Rehabil~ation and upgradation of Gangotri-Dharasu (NH-108) to 2- 108.063 to 30'43'23" 78'21'19" Proposal of specialized landlane with paved shoulders from Km 101.06 to Km 110.860 (Design 108.255 slide treatment fwd to CE-RO onchainage from Km 87.730 to Km 97.400) on EPC mode under

    31 Mar 2020. Approval awaitedimprovement to NH connecnvity to Chard ham in the state of

    Ullarakhand. (Job No. NH-94-UR-2017-18-535)

    REHABILITATION AND UPGRADATION OF GANGOTRI- 120.830 to 30'38'41.45" 78°19'39.78" Proposal of specialized landDHARASU (NH-108) TO 2-LANE WITH PAVED SHOULDERS 122.140 to 30'38'41.45" 78°19'39.78" slide treatment fwd to CE-RO on

    FROM KM 110.86 TO KM 124.00 (DESIGN CHAINAGE FROM KM 122.260 30 Mar 2020. Approval awaited97.400 TO KM 109.400) ON EPC MODE UNDER IMPROVEMENT

    TO NH CONNECTIVITY TO CHARDHAM IN THE STATE OF

    ISGangotri-Dharasu

    Ullarkashi UTTARAKHAND (Package No -04)NH-108

    LandslidetreatmentofNalupani fromkm, 123.080to km. 123.970onNH-I08 30'38'30.53" 78°19'37.92" Area .28HadumpingZoneIunderChardhamPariyojnain Stateof UttarakhandonEPCmodeunder

    improvement to NHConnectivity to Chardham. 30'38'28.95" 78°19'40.58" Area .375HadumpingZone2

    Landslidetreatmentof'Barerhi fromkm. 100.300to km. 101060onNH-108under 30'43'57.50" 78°24'33.73" Area .28 Ha dumping Zone 2Chardham Pariyojna in State ofUttarakhand on EPC mode under improvement to

    NH Connectivityto Chardham. 30'44'05.77" 78'24'37.80" Area .678 Ha dumping Zone 3

    30'44'16.21" 78°24'30.21" Area .027 Ha dumping Zone 3

    Package 5' Dharashu Bend (krn 144) to Yamunotri (km 220) ofNH 94(Existing/old chainages)- -SI. No. Name of Road Name of District Name of Work Chainage Lattitude Longitude Remarks

    30'44'28.040" 78°15'28.380"

    Construction, Operation and Maintenance of 2- lane Bi-30'47'55.900" 78°14'20.380"

    Dharasu bend to Directional Silkyara Bend- Barkot Tunnel with escape16

    YamunotriUttarkashi passage including approaches on Dharasu- Yamunotri

    Section Between ch. 25.400 kmand Ch. 51.00 km falling30'44'55.810" 78'13'50.360"

    along NH-134 (old NH-94) in the State ofUttarakhand

    Name of the work: Rehabilitation and up-gradation to 2-Lane with paved shoulder configuration from existing Km. 122.00(Dharasu Bend) to Km. 147.23(Silkyara Bend)

    (Design Chainage Km 0.00 to Km 24.30) ofNH-94 in the state ofUttarakhand on EPC mode under improvement ofNH connectivity to ChardhamName of the work

    List of Vulnerable slopes(Land Slide sites)

    S.No. location I Chalnage Ilength (m) I GPSlocation RemarksI From To I r North East

    Provision in ContractNearkm 0+750 0+520 0+720 200 30° 31' 35.35" 78° [9' 36.45"

    17 Nearkm 1+500 1+450 1+700 250 30° 36' IS.SS" 78° IT 45.0rNearkm3+000 3+030 3+280 250 30° 31' 34.31" 78° IS' 56.7""

    700

    New Land slide sites

    Upper Primary School,5+700 5+800 100 30° 3S' 41.35" 7So18'25.5" Proposals to be submittedBindhula nearSila Gaon

    Kalyani Market 7+000 { 7+300 300 30° 39' 3.69" 7So18'4.89." Proposals to be submittedNear Harethi Village 8+875 r 8+975 100 30° 39' 38.21" 7So18' 10.49" Proposals to be submitted .

    Talog Village- -

    78° IT 34.22" Proposals to be submitted"16+900 17+050 150 30° 42' 28.8"

    Shivgufa 20+020 I 2(1+100 80 30° 43' 45.97" 78° 16'47.62" Proposals to be submittedTotal Length (m) \1 730

  • PackagS.No. Name of Project Description of Vulnerable Items Chainage Coordinates RemarkeNo

    I Slope Km 50.83030° 41' 57"N Adjoining to our ROW

    Rehabilitation and up gradation of 2 lane 78° 13' 47" E affected due to hill cuttingwith paved shoulder from existing km.

    172.900 (Paulgaon) to km. 194.150

    (Paligaad) (Design Chainage km. 49.30018 to krn. 70.300) on Dharasu to Yamunotri

    2Road ofNH-134 (Old NH- 94) in the state

    Slope Km 55.130 30° 48' 53" N Adjoining to our ROWof Uttarakhand under EPC mode under'700 1>' ~,,,,,, o.ffe. .l.I...=tti.tw.

    improvement to NH connectivity to Km66.330 30° 51' 48" N Sinking zone due to3Chardham Muck Dumping Zone to Km erosion at the bottom of78° IT 46" E

    4Slope

    Km 68.075 to 30° 52' 26" N-----00-----

    Km 68.175 78° 18' 06" E

    5 SlopeKm68.750 to 30° 52' 16" N Existing Road Sinkage

    Km68.850 78°18'II"E towards Yamuna river side

    /

  • ..I

    ExistingRoadSinkage

    towards Yamuna river side

    ackage- : Rudraprayag (km 0.00) to Gaurikund ( m 0 - 0Widening and strengthening of exiting intermediate/ 2 lane with paved shonlder configuration From Km 0.000 (Design Km 0.000) to Km 16.440 (Design Km 18.700) including existing 3.470 Km Rudraprayag Bypass of NH

    109 in the State of Uttarakhand on EPC mode.

    SI.No.Vulnerable slope / sinking zone chainage Length Co-ordinates COS Notice has Remarks

    Action taken or neededFrom To (m) N E bee.. issued to /-Specialtreatmentis Forinunediatemeasuresgabionwall is0+180 0+300 (RIHHillSide) 120 30°16'56.69" 78°58'7.99" requiredafterdetailed YES doneup to 12mtrheight.

    study

    Specialtreatmentis-:

    1. At Hill side gabionprotectiori work is

    19 2+130 2+260 (B/S DFO) 130 30°17'15.14" 78°58'25.19" requiredafterdetailed YES completed.2. AtVeUysidepartially

    study gabion work is done.

    Afterremovingloosemass/scalingno

    13+000 13+450 (RIHHillSide) 450 30°21'46.12" 78°58'45.84" UnderObservation YES furtherlandslideobserved it is still

    under observation.-

    Reconstruction with Geometric Improvement of existing single/lntermediate lane to 2 lane with earthen shoulder configuration from existing km. 16.545 to km. 33.130 & Km. 41.260 to km. 57.975 (Design chainage 18.700 to km 35.130 &km 47.700 to 63.700) excluding khat village from km. 53.425 to 55.530 (Design chainage 59.390 to km 61.150) ofNH-1 09 in the state ofUttarakhand on EPC Mode under improveinent ofNH connectivity to Chardham.

    SI.No.Vulnerable slope / sit;kinf;!zone chainage Length . Co-ordinates COS Notice has Remarks

    Action taken or neededFrom To (m) N E been issued to /

    1 2 3 4 5 6 7 8 9

    I Slidingzoneat Banswada.Specialtreatmentis Heightof embankment& steepslope

    1 28+900 29+300 400 30°15'57.24" 79°2'36.60" requiredafterdetailed YES upto60 mtr is there

    study For immediatemeasuresgabionwall

    workis in progressup to 8 mtr hight.

    Sliding zoneat Banswada.

    Specialtreatmentis Heightof embankment& steepslope

    2 30+100 30+500 400 30°16'22.08" 79°2'36.96" requiredafterdetailed YES upto 65 mtr is there

    study For immediate measures gabion wall

    workis in progress up to 4 mtr hight.._-

    Special treatment isSinking zoneat Kakdagad.

    For immediate measure vulnerable3 34+000 34+200 200 30017'29.D4" 79°3'2.52" requiredafterdetailed YES slopehasbeenprotectedby providing

    studygabionwallupto8 ntr height.

    Si.No.Vulnerable slope / sinkinezone chainage Length Co-ordinates COS Notice has Remarks

    Action taken or needed. From To (m) N E been issued to /

    1 2 3 4 5 6 7 8 9

    ISpecialtreatmentis

    4 48+940 49+020 80 30°19'9.48" 79°3'0.12" requiredafter detailed YES Sinking zoneat Nala.

    study -.Specialtreatmentis

    5 53+290 53+600 310 30°19'57.36" I 79°2'17.16" requiredafterdetailed YES Sinking zoneat Devidhar.---. study -

    I I 30°19'57.72" !Specialtreatmentis

    6 54+630 55+300 670 79°1"59.2&" requiredafterdetailed YES Sinking zone at Byungad, Khumera.'-- ______ _l__ I study-- I ----1,-

    p 6 k 7600) fNH 109 ( Id)

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  • Reconstruction with geometric improvemcnt of existing single lane to 21anc with paved !Jhoulderconfiguration from existing km 163.000 to 194.800 (design cbainage 160.880 to km 192.320) ofNH-12!1i in the State of Uttarakhand under EPC mode under improvement ofNH connectivity to Chardham (Job No. 1VlI:~'~ITR_101r....

    SN. CHAINAGE!.ENOm

    S1l I2 16~410to"M'IO Ile.ttTimLIbend 100 191+-920TO --....... 100.221 ~ "36.'" '231".'" 3270418.'" I191+988 191.988 170.19.'" 174,09' 32703>2.m I~~

    190800 3270223.682 "2679.089 H;II""3 17040010170'00 NcarMen.a..jar 100 190+800TO ...... j ....... H_ 3".9" 190.788 ,.0 I 22666.'36 llill"d,190~116

    190776 2' se ae. 226>7639 HmOdo

    ~~: I'WO ,,'1.0',"'" "'0.": llill"". 179850101799~0 N""rLli'P"r '00 190.ISOTO fbnoman MMwlir LlImpaLl 11.9" '90.17' '44'3· Hm.;"190+198" mo.,,· Hmoido

    CHURANt10 , "'74 '.133, Pithonogarh 186-+O~OTO.irtnOlTl 136."86

    ~ "9721.'79 3268272.'"(160+880TO 186+188 -..u;:;Q 268243 ""74.371 3268249.0"I-- 192+320) 1i8i8O """,6360.16210 116"~~OTO

    daupl.:01 "6.97

    """ ''''''.'26 326>367."2 ;116"518 ;'23.>3" ""..... 326>3".'" iI-OiURANI 10 '4l." 702 "''''.094 3263660.931 ilI.ideII PitborlJ&lb 110+290 TO

    o;Uibend 113.984'",,,.,,. us "'682. 326366 Hmo;d,16 163'+-900TO

    NcarTej .insh nOUSE 1I0.IIS '63.931 21''''39.''· 326302'.90' "471136' Hmoido163+91-4163.9" 72'30'«,,,. "''"',971 HmOd,

    f--

    _c:;;.~ "''''''; "'.0>9 "'34'1."· Ull "96'.673 Hmo..L__"',0" ,,'018.16" """.79 H;II"',

    '.144.'"~nctioncdlcnlllh 400mlr

    COS 361.867mtrAddit;

  • ()'i 3~:)-2A5b3fl:,'

    0'1352455303,245S304

    Q[_Q_::,:;;vk@nic in

    ascc ()/I"j'~'('"

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    ( IXI

    (~_(J.".__!'i~4.~50~~,-,c)4_4501495 340-,195440

    study arid recommendation

    (x i)

    R1Shji

  • S/f\~o

    (xix)

    ~-----,

    (_~-~~~ii) :

    (;'(x)( i)- --_--._---

    .. (xx;~[!)._.

    (xxxiv)

    (xxxvi)

    (x/xvii) ,

    ----_ ...._------I

    Rish!K2Sh-

    [~)har3su

    -_-- -~.-. _.- -- - ... -~~---

    !RemarksI

    ;(Deslgnec: Ch) lil i'(K'~n) i_I_~L_.--; ",-~-;.;~-'''!-- ---~--I ~i2.}_6 LO_.)~ ::JlJ J! 3946 to 39 54 :: ----- - -:-"---- I, 4046 to 40 ~'I I

    : 43~O-to~~368' -1 Proposal for speciatizeo land slide UE'2fiileniI on 19 ~eb 2020 ,0,ppl-oval aWe:1

    , 4!t 22 to 44 26 _jI 45 90 to 46 10

    _._.,----_. -- -

    : 52 6-15 to 52 70

    ;\.!evv Tehr;-'S-g- 42 ---65-60--- i 633-1 to 63]9 1 Prooosc;i--t,:_;-iJe-approveci E~\,;CE-F:C) (Fc>-'.NcLdecl;:)i~i 202'm CoS approval 2'vv3lteci .. -,--~. __.."._ ___ ~_I ' __'_/ --~..,-. _J ._ -- .--.----~---

    : 7520 to 7540 ! Slope protection works Iii proqres s,------ - ---------- -1------ .-.- -~--- -- --~_ .

    7n 5 I' 78 7" .:-~~7; ~~-8c5si------i Pro1P80sFaifO!lSJ~neC;al!Zec:land sil:-1e,'--8n -n-o-" -;:;--80-8-------Ion ' eb .c:LL~' P\ppr-O\/cil (';waireo, o.u to 0 .; ,r-'-- ----------- - -'

    : 88 20 to 88 30 .--------- ----~- -_---1-· .......'--, -'" ~--,--,- .......;- -1--'--" "-----=----.-. -- ..--,-----:------. ! -~- ...[\Iew Tehr: I! 0 00 - 132.00 'I~134O_Tol L_1_J_lQ_i Proposal or specialized lane s..I!Ctetreatmem

    r-J_22 15 t52_12~_2_5 J on 08 Apr 2020 i\ppm\jal Z3\!V3Ited12532 to 12585 :_ ..,----- --- -----___{

    ! 126 50 to '126 90 i_. --- __ .- ._--- - -- -- -------,

    :28 230 to 128 5 '10

    !~,)aiTle

    'District

    .. _------

    !Stretch (

    Rishi!,es I Uttarkashi ! 132 00 -142 00

    Klshd

  • DET f).lt S OF 1\J1UCI

  • \;-/[\10 i Name of road Name of District1°' .. :ii 1 Rishikcsh-Dharasu Iehrl Garhwal1--2; Road (i'lH-94)

    ! 1

    iT!r-j

    :~! s l:.-----7--~I 0 !I !

    I iI·-~II 7 iI I

    I

    I~' ---II 8 I

    i9j

    ir-l0 ~I I

    l?~--~

    ~--..{! 'j

    f--': 14 iil5l:~-'-GI, ,

    I17lI 'i~:

    RemJ rksi Location Latitude I Longitude Details of land

    76. 0 00 to 1"1O.O',,,rJ II' 76.840 ______j---.--+---- transfer --+---------- ----------~

    u' 30405322 i 78415206 Land aquired under NH-Act I1Ts'-.=7-=-0-=-0-+--::=--'0=--.-4-C:0-C:8-C:9-C:2C-:041--=7:-:8:-.-:-4-=-2-=-2-1---4-=7+=F-o-re-s-t--'l-a-n-d--t-r,,-~-n-sT-=--e--r-L-Jn-dC-e-r-p-r-o-~-'o-s--a-:-!---1I-----------··----,

    i NO.FP/UK/RO/\O/29916/2017 1 _3041513"1 78.4193411' do- --i

    304~142911 (8.414542 -do- I304141331 784096281 -do- --+1----

    78.389681\IPvt L.ar:ci acquisition progress ul;~i~-----

    NI-I-Act and Covi iand Approved by OM :

    Tehri

    Stretch (i

  • ~--- ------::--'---~--~-- --~-. ----.--.------~--.-----. -----:--.-, ---I----·-~-·----·-:- -----------------r------- ..-.,..-.,_,..__....__: s/~!o-i I\!arr,e 0' '-02.,] I I\l"me of ,-"st'-,C, i StCi'tch !)(01) I LOCation! Cilt,tude [Lonp,ltude i Details of land ' )1.e'llarks

    ! . transfer i-Ii, -------i--- +1-13!--------------:--------~------· 12/520 i 30.5445'111 73.337G2i,Lanrj 2cq:.Jired uncs. ~\lH-Act ,------- ---I~~ ~---------,~ : 128.200) 30 5,,8131 -7~~=O;'0[Land acqUired under NH-/'Ic\ .. -,-;- r13, .62J '1-- 305538'01 78321, B!Govt rand ano Pvt iand (Go··!t land -'-1 -------------

    ! I !apPI-o\fed by 01\;)Ten,-i Garhwal anc P')e i1----1 --- _L__ [iano acquired under NH-{',c() I 1Ii ~38000r_30 61647/ 7[l32286iGO\/t land acquired by OM Uttarxash: 10unlping yard located 011 .'

    Iii I j Dilarasu-Rauntal Motor roaGI I') I[ 'I I . K _ '_.~.I ' ia~ n-;; near I!! unarasu iI i ~ I i1,40_650 i 3(jS1 '~6C" - 78 326351 ~orestlane ira ,slrr L;I::-de' 'YC';Josa~-1 iI I _L !-"JO FP'UKIDEF/40343/2019 ~ _j 40.730, 30.61908 [ 7a.326841 Forest land transfer uider prooo:o2.! I ---I

    , [ !No FPiUK!DEF/L103~3/2019 i: 33 02[1 to-~-3-/-_-3-3-0-+-1-'-3-2-0-2-0--+:-- 30557;;'2-[ zs ::2!~981Forest land transf~~ u·'rje-;:-~-roposa-:-----,1---- --,·----'--1

    L I .' : No FP!UK/DEF!40343/:2019 i ..:i 133 020i--~56i)641 783i7861 Gov, !2~ld /l,pprovec! 81 [JrvJUttarkasl,,-r------------------l

    ',n.-,.-.-:-,,")-=-f:J·-:-O-i-~-,-.1-.0C-.'C:S· 'C:6-'O-+'1.O'J.400 I. ~O '4 'yrl I 70 ~-61'(r,+c--;::~::tI'an0=:~I-_ de-;:-::"~'-o'''' 1 I- _.J - , -.J .f ,L~ I . U.J wi. ,_',c;.:::" ! IV lld,,:::"C, ~II ',l-';'~)iJ '-:.>0' ;

    l i i No F?iUK/[JEP40343/2C! 0 I iI 107.555! -3-'0-/Ll-~~-'IJ-'~~ijr--7835969TFcre~t land transfer under P;"oQosci ----T---------------_·------1I I ! i No FP/UK/OEFi40343.'20 1~I: 109.-185: 30 /35::31 78.3502~ lForest land transfer ur.de. 01000s31

    _____1 i _!__ jNO FP/UKlOEF/40343/2019 _.

    ,utt3:k2Sh! ._-!

    ,--.! 13 i

    : I Rishikesh-'Jh;c:asuL____j Read (NH-9¢·;

    . :2 i!-______;.------------~ ---+---,-,--~-~___J

    I Gangotri-Dh2ras:...' Uttarkasn

    Uttark;;_:.shi

    Road (NH-3L;\

    ii~I V I. I

    __ -'-' - ---_ .._-"._--------'---