•• ~ BHARATMALA lPffit.1Of'qlanmt ROADTOPROSPERfTY ~~~~ , A (~~~~~) National Highways Authority of India (Ministry of Road Transport & Highways) ~ 4l14Y<t14,~TT /Regional Office,Odis,ha 301 - 't:r, "ff'rmT ~, -.:rror~, ~ of ~/ 7, ~ ftmr ~m - 751013, ~TT 301-A, 3rd Floor, Pal Heights, Plot No: JI7;,Jayadev Vihar Bhubaneswar- 751013, Odisha NHAI/13011/54I/RO/OO/d,~0'1 /2019 ~/Tel. : +91-674-2361570/670 ~~ax :+91-674-2361770 t-~ le-mail: roodisha@nhaLorg [email protected], ~/Website : http://www.nhai.org 15,10,2()19 To The Sr. Technical Director, NIC Centre at MoRTH, Transport Bhawan, New Delhi 110001 Sub: Four laning of Panikoili- Rimuli section of NH-215 from Km,O,OOO to Km,163.000 (Design chainage Km,O.OOO to Km,166,173) in the State of Odisha to be executed as BoT (Toll) on OBFOT pattern under NHOP Phase-III- NOC Proposal for RoW permission for laying of underground NH crossing at 02 Nos. of locations across NH-215 in Panikoili to Rimuli section in Keonjhar District of Odisha State as sought by the Executive Engineer, NESCO utility, Anandpur Electrical Division, Keonjhar Electrical Circle, Keonjhar for:- 1. 33 kV Electrical XLPE Cable of 2 Nos. 3Cx300 sqmm size conductors from Tikira Grid to Harichandanpur 33 kV feeder at Km.SS.GS5(Village Tikira) & 2. 11 kV Electrical XLPE Cable of 2 Nos. 3Cx95 sqmm size conductors from Barpada substation to Machhalo (Sagy) 11 kV feeder at Km.30.775 9Village- Sainkul)- Reg Sir, Please find enclosed herewith a proposal of Executive Engineer (Elect), NESCO Utility, Anandpur Electrical Division, Keonjhar for RoW permission for laying of underground crossing at 2 Nos, locations across NH-215, The details are as under: 1" 33 kV Electrical XLPE cables with 2 nos, 3Cx 300 sqmm conductors from Tikira Grid to Harichandanpur feeder at Km,88,685 (Village Tikira) (2 Nos, 160 mm dia HOPE casing pipe), 2, 11 kV electrical XLPE cables with 2 Nos, 3Cx95 sqmm conductors from Barpada Substation to Manchhalo (sagy) feeder at Km,30.775 (Village Sainkul) (2 Nos, 160 mm dia HOPE casing pipe), 2, Accordingly, as per guidelines issued by MoRTH vide F, No, RW/NH-33044/29/2015/S&R(R) dt. 22,11,2016, the application along with the recommendations of concerned PO/Consultants are enclosed herewith with request to hoist the same in the Ministry's Website for public comments within 30 days of uploading on the website. This is issued with the approval of the "Regional Officer, NHAI, Regional Office, Odisha, Bhubaneswa. Yours faithfully, (~~~ Manager (Tech) Corporate Office: G-5 & 6, Sector-10, Dwarka, New Delhi-110 075, Phone: 011-25074100/200 Website : http://www.nhai.org
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••~ BHARATMALAlPffit.1Of'qlanmt ROADTOPROSPERfTY
~~~~ , A(~~~~~)National Highways Authority of India(Ministry of Road Transport & Highways)
~ 4l14Y<t14,~TT /Regional Office,Odis,ha
301 - 't:r, "ff'rmT ~, -.:rror~, ~ of ~/ 7, ~ ftmr~m -751013, ~TT301-A, 3rd Floor, Pal Heights, Plot No: JI7;,Jayadev ViharBhubaneswar- 751013, OdishaNHAI/13011/54I/RO/OO/d,~0'1 /2019
ToThe Sr. Technical Director,NIC Centre at MoRTH,Transport Bhawan,New Delhi 110001
Sub: Four laning of Panikoili- Rimuli section of NH-215 from Km,O,OOOto Km,163.000 (Design chainageKm,O.OOOto Km,166,173) in the State of Odisha to be executed as BoT (Toll) on OBFOT patternunder NHOP Phase-III- NOC Proposal for RoW permission for laying of underground NHcrossing at 02 Nos. of locations across NH-215 in Panikoili to Rimuli section in KeonjharDistrict of Odisha State as sought by the Executive Engineer, NESCO utility, AnandpurElectrical Division, Keonjhar Electrical Circle, Keonjhar for:-
1. 33 kV Electrical XLPE Cable of 2 Nos. 3Cx300 sqmm size conductors from Tikira Grid toHarichandanpur 33 kV feeder at Km.SS.GS5(Village Tikira) &
2. 11 kV Electrical XLPE Cable of 2 Nos. 3Cx95 sqmm size conductors from Barpadasubstation to Machhalo (Sagy) 11 kV feeder at Km.30.775 9Village- Sainkul)- Reg
Sir,
Please find enclosed herewith a proposal of Executive Engineer (Elect), NESCO Utility, AnandpurElectrical Division, Keonjhar for RoW permission for laying of underground crossing at 2 Nos, locationsacross NH-215, The details are as under:
1" 33 kV Electrical XLPE cables with 2 nos, 3Cx 300 sqmm conductors from Tikira Grid toHarichandanpur feeder at Km,88,685 (Village Tikira) (2 Nos, 160 mm dia HOPE casing pipe),
2, 11 kV electrical XLPE cables with 2 Nos, 3Cx95 sqmm conductors from Barpada Substation toManchhalo (sagy) feeder at Km,30.775 (Village Sainkul) (2 Nos, 160 mm dia HOPE casing pipe),
2, Accordingly, as per guidelines issued by MoRTH vide F, No, RW/NH-33044/29/2015/S&R(R) dt.22,11,2016, the application along with the recommendations of concerned PO/Consultants are enclosedherewith with request to hoist the same in the Ministry's Website for public comments within 30 days ofuploading on the website.
This is issued with the approval of the "Regional Officer, NHAI, Regional Office, Odisha,Bhubaneswa.
Sub: Four laning of Panikoili- Rimuli section of NH-215 from Km.O.OOOto Km.163.000 (Design chain age Km.O.OOOto Km.166.173) in the State of Odisha to be executed as BoT (Toll) on DBFOT pattern under NHDP Phase-III-NOC Proposal for RoW permission for laying of underground NH crossing at 02 Nos. of locationsacross NH·215 in Panikoili to Rimuli section in Keonjhar District of Odisha State as sought by theExecutive Engineer, NESCO utility, Anandpur Electrical Division, Keonjhar Electrical Circle, Keonjharfor.-
1. 33 kV Electrical XLPE Cable of 2 Nos. 3Cx300 sqmm size conductors from Tikira Grid toHarichandanpur 33 kV feeder at Km.88.685 (Village Tikira) &
2. 11 kV Electrical XLPE Cable of 2 Nos. 3Cx95 sqmm size conductors from Barpada substation toMachhalo (Sagy) 11 kV feeder at Km.30.775 9Village- Sainkul)· Reg
Executive Engineer (Elect), NESCO Utility, Anandpur Electrical Division, Keonjhar has submitted a proposalfor RoW permission for laying of underground crossing at 2 Nos. locations across NH-215. The details are as under:
1. 33 kV Electrical XLPE cables with 2 nos. 3Cx 300 sqmm conductors from Tikira Grid to Harichandanpurfeeder at Km.88.685 (Village Tikira) (2 Nos. 160 mm dia HDPE casing pipe).
2. 11 kV electrical XLPE cables with 2 Nos. 3Cx95 sqmm conductors from Barpada Substation to Manchhalo(sagy) feeder at Km.30.775 (Village Sainkul) (2 Nos. 160 mm dia HDPE casing pipe).
2. As per guidelines issued by MoRTH vide F. No. RW/NH-33044/29/2015/S&R(R) dated 22.11.2016, the HighwayAdministration will put out the application in the public domain for 30 days for seeking claims and objections (on groundsof public inconvenience, safety and general public interest).
3. In view of the above, the comments of public, if any, on the above mentioned proposal is invited on belowmentioned address:
The Regional Officer,National Highways Authority of India,
Regional Office, Odisha301·A, 3rd Floor, Pal Heights,
CHECK-LISTGuidelines for Project Director for processing the proposal for laying of Underground 33kv Electrical Cable in the ROW land across the Nation
Highways vested to NHAI
Ceritiftcate for conforming of all standard condition issued vide relevant circulars.
Odisha-7580011.2 National Highway Number NH-215 (New NH-20:1.3 state Odisha1.4 Location Panikoili-Rirnul! Section at ch.1.5 Chainage in KM Underground Crossing@ KM 88+;. ( &~~1.6 Length in Kilometeres crossing of XLPE cable t2-bJ~) ~.~ \001
Width of available ROW 60
1.7 a) Leftside from Center line toward chainnage / KM / Direction 30b) Rightside from Center line towards growing chainnage / KM /
Direction 30Proposal to lay underground electricals cable yes,crossing
a) Leftside from Center line towards growing chainage / KM /1.8 Direction NA
b) Rightside from Center line towards growing chainage / KM /
Direction NA
Proposal to acquire land No.it is a crossing proposed.1.9 a) Leftside from center line 30
b)Rightside from Center lins 30Whether Proposal is in the same side Where land is not to be
1.1 acquired Yes
If not then Where to lay the utilit)
1.11Detail of already laid services,if any along the proposed route NA
1.12 Number of lanes (2/4/6/8 laneslexisitinj 4LANES
1.13 -Proposed no.of lanes (2 lane with paved shoulders /4/6/8 lanes 4 LANE COMPLETED
Service Road existing or not NO ,1.14
if yes then which side
a) l.eftside from center line
b)Rightside from Center line
Proposed Service road NA1.15 a) Leftside from center line
b)Rightside from Center line
Whether the proposed Underground Electrical crossing will be
considered for approval/rejection based on the ministry
circulars as mentioned abovea) Carrying of Sewage / gas pipeline on highway bridges will not
be allowed as Fumes / gas pipes can accelerate the process of I
corrosion. or my cause explosions, thus, being too much
injurious than leakage of water NA
b) Carrying of water pipeline on bridges will also be
Idisappointed. However, if the water supply authority seems to
have no other viable alternative and approach the highway II
authority well in the design of the bridge id finalized, they may
I
..•.
I1.16
be allowed to use the independent super strucure on the
riPeline, the piers of extended parts and abutments in such amanner that in the final arrangement enough free space is
INAI J.available for inspection & repairs, ete. I
'.
c) Cost of required extension of the sub structure as well as that
of the Supporting superstructure shall be borne by the agency in
charge of the utilities NA
d) Services are not allowed on indefinitely on the parapet / any
pa rt of the. bridges Safety of the bridges has to be kept in view
while other services along. bridge Approvals are to be accorded
in this regard with the concurrence of the Ministry of Project
Chief Engineers only. NAIf Crossings of the road involved YESIf yes, it is either encased in pipes or through struture of
conduits, specially built for the purpose of the agency owing the
line. It shall be underground & encloseda) Existing drainage structures shall not be allowed to carry the
line yes agreed to comply ,
b) Is it on a line normal to Ne YES
c) crossings will not be to near the existing structures on the yes ,agreed but existing structure is more then 300
national highway, the minimum distance being 15 meters. Wha metres from proposal crossing location.
is the distance from the existing structures
d) The casing pipe (or conduit pipe in the case of electric cable]
carrying the utility line will be of steel, Cast iron, or reinforced
1.17cement concrete and has adequate strength and be large
enough to permit ready withdrawl of the carrier pipe/cable yes,160 mm dia HDPE pipes of 2 nos proposede) Ends of the casing / conduit pipe will be sealed from the
outside, so that doesnot act as drainage path yes,agreed to compliance.
f) The casing / conduit pipe should, as the minimum extend from
drain to drain in cuts and toe of slope toe of the slope in the fillsyes,agreed to compliance.
g) The top of the casing /conduit pipe should be at least 1.2 m
below the surface of the road subject to being at least 0.3 mbelow the drain inverts. yes,agreed to compliance.
h) Crossing will be by boring method (HDD) Specially where the
current road pavement is of cemet Concrete or dense
bituminous concrete type. yes,agreed to compliance.
i) The casing / conduit pipe will be installed with an even
bearing throughout its length as in the formation of a. water
way along it yes,agreed to compliance.
2 Documents / Drawings enclosed with the proposa Yes ,enclosed.
Crossing - Section showing the trench for open trenching metho
(is it normal size of 1.2mm deep x 0.18m wide). Not applicable.(i) Should not be greater than 80 cm wider than the other
diameter of the pipe. NA(ii) Located as close to the extreme edge of the way as possible
but not lessthan 15 meters from the center lines of the nearest2.1 carriage way NA
(iii) Shall not be allowed to run along the National Highway
when the road formation is in double cutting. Will not be the
current culverts and bridges NA
(iv) These should be so laid that their top is atleast 0 6 m below ,the ground level so as not to obstruct the drainage of the road
land NA
2.2 Cross - section showing the size of pit & location I Enclosed in the drawing.
I 2.3 Strip plan / Route plan showing Dia, Chainage, width of ROW,
'Distance of propsed lines from the edge of ROW, important
milestones, intersections, cross drainage works ete. Yes,submitted.
2.4 Methodology for laying of Electricals Cable Yes,submitted.
Not applicable.
Open trenching method (May be allowed in utility Corridor only
where pavement is not cement Concrete or dense bituminous
concrete type. If yes, Methodogy of refilling the tench.
(A) The drench Width should be atleast 30cm, but not more tha
60 cm wider than the outer diameter of the pipe. NA
(b) For fillings of the trough beds will be a depth of not less than
30 cm. The granular materia:, free of lumps, clods and cables
I.•.
and graded to produce a firm Surface without any change in
Ibearing value Unsuitable soil and rock edged should be I
excavated and r placed bv selected material iNA I--_._- -- ' '"~.;\S-enapa u
I
. .~, ~'.~\-" "';( .
I
I,- 2.4.1
,
2.4.2
Yes .agreed & submitted.
Who will Sign the aggreernent on behalf of NESCO ~Executive Engineer,NESCO utility,Anandapur Division
L- ..L..~'___'_'_'_"__=.~br~.~::s:;::========:3~~--- ;~<:';~~i~~<~:~f~:~~:;::~NE5CO In urrv. fl.fI:andapur
Certificate of applicant in the following format
(c) The backfill will be completed in two stages.
(i) Sidefill to the level of the top of the pipe and 1
(ii) Overfill to the bottom of the road crust NA
(d) The side fill is consist of granular material laid in 15 cm layers
each Consolidated I by mechanical tampering and controlling
addition of moisture to 95% of the procter's I Density overfill
will be compacted to the same density as the material that has
been removed [removed consolidation by saturation of ponding
will not be allowed. NA(e) The road crust will be built on the same strength as the
current crust. Care will be tak~n to avoid the formation of a dip
at the trench. NA(f) The excavation will be protected by flagman, Signs and
barricaded and red lights during night hours. NA
(g) If required, a diversion will be constructed at the expenditur
CHECK-LISTGuidelines for Project Director for processing the proposal for laying of Underground 11kv Electrical Cable in the ROW land across the Nation
Highways vested to NHAI
Sl.NO. '"r' Item information/Status Remark
~' General InformationPower strengthening system of Keonjhar
Name & Address of the aoolicant /Agency Odisha-7580011.2 [National Highway Number NH-215 (New NH-20;1.3 state Odisha1.4 Location Panikoili-Rimuli Section at ch.1.5 Chainage in KM Underground Crossing 30+77:1.6 Length in Kilorneteres crossing of XLPE 11 KV electrical cable(2 Nos
Width of available ROW 60
1.7 a) Leftside from Center line toward chainnage / KM /Direction 30
I b) Rightside from Center line towards growing chainnage / KM I. Direction 30
Proposal to lay underground electricals cable yes,Crossing
a) Leftside from Center line towards growing chainage / KM /1.8 Direction NA
b) Rightside from Center line towards growing chainage / KM /
Direction NA
Proposal to acquire land No it is a crossing proposed.
1.9 a) Leftside from center line 30b)Rightside from Center line 30
iWhether Proposal is in the same side Where land is not to be1.1 acquired Yes
If not then Where to lay the utllit,
1.11Detail of already.laid services.if any along the proposed route NA
1.12 'Number of lanes (2/4/6/8Ianes)exisitin€ 4LANES
1.13Proposed no.of lanes (2 lane with paved shoulders /4/6/8 lanes 4 LANE COMPLETED
Service Road existing or not NO,
1.14 if yes then which side
a) Leftside from center line
f----- b)Rightside from Center line
Proposed Service road NA1.15 a) Leftside from center lin€
Ib)Rightside from Center line
lWhether the proposed Underground Electrical crossing will be
considered for approval/rejection based on the ministry
I circulars as mentioned above
I a) Carrying of Sewage / gas pipeline on highway bridges will not
be allowed as Fumes / gas pipes can accelerate the process of
corrosion. or my cause explosions. thus, being too much
injurious than leakage of water NA
b) Carrving of water pipeline on bridges will also be
disappointed. However, if the water supply authority seems to
have no other viable alternative and approach the highway
authoritv well in the design of the bridge id finalized, they mav.". I
I1.16
I Ibe allowed to use the independent super strucure on the
II
pipeline. the piers of extended parts and abutments in such a Imanner that 'n the final arran ernent enoueh free s ace is
Ceritificate for conforming of all standard condition issued vide relevant circulars.
Checklist for getting approval for laying of Underground llkv Electricals Cable on NH land
12VailaQle for ir-specuon & rep;irs, etc. to P INA~--r-------------'--'CJ'~ >:>
)
c) Cost of required extension of the sub structure as well as that
of the Supporting superstructure shall be borne by the agency in
charge of the utilities NA
d) Services are not allowed on indefinitely on the parapet / any
part of the. bridges Safety of the bridges has to be kept in view
while other services along. bridge Approvals are to be accorded
in this regard with the concurrence of the Ministry of Project
Chief Engineers only. NAIf Crossings of the road involved YES
If yes, it is either encased in pipes or through struture of •conduits, specially built for the purpose of the agency owing the
line. It shall be underground & encloseda) Existing drainage structures shall not be allowed to carry the
line yes agreed to complyb) Is it on a line normal to N~ YES
c) crossings will not be to near the existing structures on the yes ,agreed but existing structure is more then 150
national highway, the minimum distance being 15 meters. Wha metres from proposal crossing location.
is the distance from the existing structures ,
d) The casing pipe (or conduit pipe in the case of electric cable)
carrying the utility line will be of steel, Cast iron, or reinforced
cement concrete and has adequate strength and be large1.17 enough to permit ready withdrawl of the carrier pipe/cable yes,160 mm dia HOPE pipes of 2 nos proposed
e) Ends of the casing / conduit pipe will be sealed from the
outside, so that doesnot act as drainage path yes,agreed for compliance
f) The casing / conduit pipe should, as the minimum extend frorr
drain to drain in cuts and toe of slope toe of the slope in the fillsyes,agreed for compliance
g) The top of the casing /conduit pipe should be at least 1.2 m
below the surface of the road subject to being at least 0.3 m
below the drain inverts. yes,agreed for compliance
h) Crossing will be by boring method (HOD) Specially where tne
current road pavement is of cemet Concrete or dense
bituminous concrete type. yes,agreed for compliance
i) The casing / conduit pipe will be installed with an even
bearing throughout its length as in the formation of a. water
way along it yes,agreed for compliance
2 Documents / Drawings enclosed with the proposa Yes ,enclosed.
Crossing - Section showing the trench for open trenching metho
(is it normal size of 1.2mm deep x 0.18m wide). Not applicable.(i) Should not be greater than 80 cm wider than the other
diameter of the pipe. NA
(ii) Located as close to the extreme edge of the way as possible
but not lessthan 15 meters from the centerlines of the nearest
2.1 carriage way NA(iii) Shall not be allowed to run along the National Highway
when the road formation is in double cutting. Will not be the
current culverts and bridges NA
(iv) These should be so laid that their top is atleast 0 6 m below ,the ground level so as not to obstruct the drainage of the road
land NA
2.2 Cross - section showing the size of pit & location I Enclosed in the drawing.
2.3 Strip plan / Route plan showing Dia , Chainage, width of ROW,
Distance of propsed lines from the edge of ROW, important
milestones, intersections, cross drainage works ete. Yes,submitted.2.4 Methodology for laying of Electricals Cable Yes,submitted.
Not applicable.
Open trenching method (May be allowed in utility Corridor only
where pavement is not cement Concrete or dense bituminous
concrete type. If yes, Methodogy of refilling the tench.
(A) The drench Width should be atleast 30cm, but not more tha
60 cm wider than the outer diameter of the pipe. NA
(b) For fillings of the trough beds will be a depth of not less thar
30 cm. The granular material, free of lumps, clods and cobles .,.
Iand graded to produce a firm Surface without any change in
bearing value Unsuitable soil and rock edged should be Iexcavated and replaced by selected material NA J
,/
f(c) The backfill will be completed in two stages.
2.4.1 (i) Srdeftll to the level of the top of the pipe and 1
(ii) Overfill to the bottom of the road crust NA
(d) The side fill is consist of granular material laid in 15 cm layers
each Consolidated I by mechanical tampering and controlling
addition of moisture to 95% of the procter's I Density overfill
will be compacted to the same density as the material that has
been removed [removed consolidation by saturation of ponding f
will not be allowed. NA(e) The road crust will be built on the same strength as the
current crust. Care will be taken to avoid the formation of a dip
at the trench. NA(f) The excavation will be protected by flagman, Signs and
barricaded and red lights during night hours. NA(g) If required, a diversion will be constructed at the expenditur