Imphal-Moreh NH-39 Water Pipeline Approval
Imphal-Moreh NH-39 Water Pipeline Approval
APUBLICSECROR UNDERTAKING
No. NHIDCL/PMU-TENGNOUPAL/|-M/PKG-1/Misc /2023-24/2920 Dated: 08.03.2024
To,
Madan Lal Shah,
Second-in-Command
Quarter Master,
33 Assam Rifles
PIN-932033
Sub: Four laning of Imphal-Moreh section of NH-39 from Km 330+000 to Km 350+000
in the State of Manipur (Package-l) on Engineering Procurement Construction
mode -Drinking Water facilities toCompany Operating Base -Reg.
Sir,
With reference to the subject cited above and your letter No.
22.11.2016.
Yours sincerely,
To,
1. The Chief Secretaries of allthe State Governments/ UTs
2. The Principal Secretaries/ Secretaries of all States/ UTs Public Works Department
dealing with National Highways, other centrally sponsored schemes.
3. AllEngineers-in-Chief and Chief Engineers of Public Works Department of States/ UTS
dealing with National Highways, other centrally sponsored schemes.
4. The Director General (Border Roads), Seema Sadak Bhawan, Ring Road, New Delhi
110 010.
5. The Chainan, National Highways Authority of India, G-5 & 6, Sector-10, Dwarka,
New Delhi-1 10 075.
6. The Managing Director, NHIDCL, PTI Building, New Delhi-l 10001
Subject: Accommodation of Public and Industrial Utility Services along and across
National Highways- Policy guidelines regarding.
Sir,
The Government has realized that development of infrastructure across the Country
on a sustainable and integrated manner continues to be an imperative for improving the state
of economy, enhancing quality of life of the citizens and ensuring equitable development
throughout the country.
Land being among the most precious of natural resources available, optimum
utilization of land shall play a critical role in integrated development of infrastructure. One
of the ways to effect such optimum utilization is leveraging land within National Highway
(NH) Right of Way (ROW) for laying utility services. This may be achieved through
granting pernissions for laying utility services along and /or across the ROW. However,
environment and safety of the road users are the prime factors in deciding permission for
utility services. Permission may be denied, if it is not feasible to ensure safety and
environment through requisite safeguards. The Administration of ROW, has been defined in
the National Highway Land and traffic Control Act 2002 and relevant Rules 2004.
Keeping in view the need for consistency and clarity, in supersession of all the
instructions contained in the earlier previous circulars on the subject, following guidelines
shall apply for accommodation of Utility Services along and across National Highways.
2!
drainage of the rood
there is interference with the services shall
that at no time top of the utility
2.4 It is to be ensured National Highways. Towards this, the
and maintenance of the below the ground level. through the
be at least 0.6 metre existing culverts and bridges except
shall be laid over provisions, the Licensee
2.5 No utility service provision exists. In case of absence of such below
utility ducts where such crossing of cross drainage structure, rivers, etc.
arrangement for
shall make his own
be allowed beneath
the bed.
where ROW is restricted the utility services can services be laid in
2.6 In exceptional cases, road, subject to the condition that the utility duct in such
the carriageway of service be designed to carry traffic on top. The width of the ensured that
concrete ducts, which will lane. In such cases, it also
needs to be
be less than one smooth flow of
case shall not
services shall not interfere with the safe and
maintenance of the utility the Licensee as per
of operation and maintenance will have to be borne by
traffic. The cost
the agreement.
License Fees (Rs/sq m/ month) =(Utilized NH land area X prevailing Circle Rate of
land per unit area) / (10 x 12) where,
Encls: As above.
(ManojKumar)
Executive Engineer(NFSG) (S,R&T) (Roads)
For Director General (Road Development) & SS
Copy to:
1. AlTechnical Officers in the Ministry of Road Transport & Highways
2. All ROs and ELOs of the Ministry
3. The Secretary General, Indian Roads Congress
4.The Director, IAHE
5. Technical circular file of S&R (R) Section
6. NIC-for uploading on Ministry's website under "What's new"
Copy for kind information to:
7. PS to Hon'ble Minister (RTH&S)
8. PS to Hon'ble MOS (RTH&S)
9. Sr. PPSto Secretary (RT&H)
10. PPS to DG (RD) & SS
11. PPS to SS&FA
12. PS to ADG-LV ADG-II
13. PS to JS (TY JS (H) JS (LA&C) JS (EIC)
Annexure I
b. Conveyor Belts including provisions for maintenance bays and other required support
infrastructure for transport of legally permitted materials, by a business entity having valid
license for industrial operations.
c. Power cables/wires etc. meant for industrial usage by a business entity having valid license
for industrial operations.
d. Any other such associated industrial infrastructure facility.
Appendix
Draft
1. RoW permissions are only enabling in nature. The purpose of extending the way
leave facility on the National Highway RoW is not for
activity of a utility service provider, either by contentenhancing
the scope of
or by intent. Further.
enforceability of the permission so granted shall be restricted only to the extent of
provisions/scope of activities defined in the license agreement & for the purpose
forwhich it is granted.
x
2. No Licensee shall claim
exclusive right on the RoW and any subsequent user will
be permitted to use the RoW, either above or
below, or by the side of the utilities
laid by the first user, subject to technical
requirements being fulfilled. Decision of
the Authority in relation to fulfilment of technical
binding on all concerned parties. In case any requirements shall be final and
disruption/damage is caused to any
existing user by the subsequent user, the Authority shall not be held accountable or
liable in any manner.
10.I isto be ensured that at no timethere is interference with the drainage of theroad
land and maintenance of the National Highways. Towards this, the top of the
utility services shall be at least 0.6 metre below the ground level. However, any
structure above ground shall be aesthetically provided for / landscaped with
required safety measures as directed by the concerned Authority:
11. The utility services shall be permitted to cross the National Highway either
through structure or conduits specially built for that purpose. The casing / conduit
pipe should, as minimum, extend from drain to drain in cuts and toe of slope to toe
of slope in the fills and shall be designed in accordance with the provision of IRC
and executed following the Specifications of the Ministry.
12. Existing drainage structures shall not be allowed to carry
the lines across.
13. The top of the casing/conduit pipe containing the utility
shall be at least 1.2m below the top of the sub grade or services
to cross the road
the existing
whichever is lower, subject to being at lease 0.3m below the drainground level
typical sketch showing the clearances is given in Attachment-I. inverts. A
15. The casing/conduit pipe for crossing the road may be installed under the road
cmbankment either by boring or digging a trench. Installation by boring method
shall be preferred.
16. In case of trenching, the sides of the
trench should be done as nearly vertical as
possibie. The rench width should be at least 30 cm. but not more than 60 cms
wider than the outer diameter of the pipe. Filling of the
trench shall
spccifications containcd here-in-below or as supplied by the Highwayconform to the
Authority
Bcdding shall be to a deph not less than 30 cm. It shall consist of
nalcrnal, froe of lumps, clods and cobbles, and graded to granular
surtace withoul sudden change in the bearing yield a fim
value. Unsuitable soil and
rock cdgcs should be excavalcd and replaced by
selecled alerial
b. The backfill shall be completed in two stages (i) Side-fill to the level of the
top of the pipe (ii) Overfill to the bottom of the road crust.
C. The side fill shall consist of granular material laid in 15 cm. Layers each
consolidated by mnechanical tamping and controlled addition of moisture to
95% of the Proctor's Density. Overfill shall be compacted to the same
density as the material that had been removed. Consolidation by saturation
or ponding will not be permitted.
d. The road crust shall be built to the same strength as the existing crust on
either side of the trench or to thickness and specifications stipulated by the
Highway Authority.
17. The Licensee shall ensure making good the excavated trench for laying utility
services by proper filling and compaction, so as to restore the land in to the same
condition as it was before digging the trench, clearing debris/loose earth produced
due to execution of trenching at least 50m away from the edge of the right of way;
18. All required restoration work subsequent to laying of the cable shall be required to
be undertaken by the Licensee at its cost either by itself or through its authorized
representative in consultation with the Authority as per predetermined time
schedule and quality standards.
20. In case, the Performance Bank Guarantee is invoked as mentioned above, the
Licensee shall be required to replenish and reinstate the required Pertormance
Bank Guarantee within one month of such invoking. In case the work
contemplated herein is not completed to the satistaction of the Authority, which
has granted the permission, within a period of || months from the date of issue of
the Bank Guarantee, the Licensee shall either furnish a fresh guarantee or extend
the guarantee for a further period of one year. Notwithstanding this, the Licensee
shall be liable to pay full compensation to the aggrieved Authority itsdesignated
agency for any damage sustained by them by reason of the exercise of the RoW
facility:
as
shift the utility services within 90 days (or specified by the
21. The Licensce shall the notice by the concerned
from the date of issue of
respective Authority) so required for h.
shif/relocate the utility services, in case it is
Authority to
improvement/widening of the road/route/highway or construction of
purpose of
restore the road/land to its original condition at his own cost
flyover/bridge and
and risk.
24. If the Licensee fails to comply with any condition to the satisfaction of the
Authority, the same shall be executed by the Authority at the cost and risk of the
Licensee.
25. Grant of License is subject to the Licensee satisfying (a) minimum disruption of
traffic and (b) no damage to the highways. As far as possible, the Licensee should
avoid cutting of the road for crossing highway, and other roads and try to carry out
the work by trenchless technology. In case any damage is caused to the road
pavement in this process, the Licensee will be required to restore the road to the
original condition at its cost. If due to unavoidable reasons the road needs to be cut
for crossing or laying utility services, the Licensee has to execute the restoration
work in a time bound manner at its cost either by itself or through its authorized
representative in consultation with the Authority as per predetermined time
schedule and quality standards. In case of the Licensee failing to discharge the
obligation of making good of the excavated trench/other restoration work, the
Authority shall have a right to make good the damages caused by excavation, at
the cost of the Licensee and recover the amount by forfeiture of the
Bank
Guarantee.
26.The Licensee shall inform/give a notice to the concerned agency designated by the
Authority at least 15 day in advance with route details prior to digging trenches,
by
th
40. While laying utility services, at least one lane of road shall be kept open to traftic
at all times. In case of single lane roads, a diversion shall be constructed. If any
traffic diversion works are found necessary during the working period such
diversion shall be provided at the cost of Licensee.
41. Afer the termination/expiry of theagreement, the Licensee shallremove the utility
services within 90 days and the site shall be brought back to the original condition
failing which the Licensee will lose the right to remove the utility services.
However before taking up the work of removal of utility services the Licensee
shall furnish a Bank Guarantee to the Authority for a period of one year tor an
amount assessed by the Authority as a security for making good the excavated
rench by proper filling and compaction, clearing debris, loose earth produced due
to excavation of trenching at least 50m away from the edge of the RoW.
42. Any disputes in interpretation of the terms and conditions of this Agreement or
their implementation shall be refered to the redress mechanism prevailing in the
Ministry and the decision of the redress mechanism shall be final and binding on
all.
nable
43. For PPP Projects, in case of any financial loss incurred by the respective project
concessionaires due to such laying/shifting of utility services by the Licenscc,
compensation for the same shall be required to be borne by the Licensee in mutual
agreement with the respective project concessionaires. MoRT&il NHAV
implementing authorities for the project shall not be liable to the concessionaire in
any way in this regard.
This agreement has been made in duplicate, cach on a Stamp Paper, Each
party to this Agreement has retained one stamped copy cach.
IN WITNESS WHEREOF THE PARTIES HERETO HAVE CAUSED THISs
AGREEMENT TO BE EXECUTED THROUGH THEIR RESPECTIVE
AUTHORISED REPRESENTATIVES THE DAY AND THE YEAR FIRST
ABOVE WRITTEN.
BY SHR
(Signature, name & address with stamp)
1.
2.
AHachmetfI
Enclosure to Ministry of Road Transport & Highways letter No RWINH- 33044|
..29ft)s) s{&a) dated 22 l|-(6.
15 to 3O CM
CASING
SIDE FLL PIPE 15 to 30CM
SIDE FILL
BED FILL
(GRANULAR MATERIAL IN
LAYERS NOT GREATER TH¢N
30 CM 15CM IN EACH LAYER)
(GRANULAR
MATERIAL FREE
FROM LUMPS, COLDS
AND CABBLES) Figure n0t lo sCt i "