Full Judgment Text
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PETITIONER:
MS.KAMINI JAISWAL, ADVOCATE
Vs.
RESPONDENT:
UNION OF INDIA & ORS.
DATE OF JUDGMENT: 04/03/1997
BENCH:
A.M. AHMADI, SUJATA V. MANOHAR, K.T. THOMAS
ACT:
HEADNOTE:
JUDGMENT:
J U D G M E N T
Mrs. Sujata V.Manohar, J
The petitioner is a practising advocate. She has filed
the present petition as a public interest petition under
Article 32 of the Constitution of India. The respondents are
the Gas Authority of India Ltd. (hereinafter referred to as
‘GAIL’), the Oil and Natural Gas Corporation Ltd.
(hereinafter referred to as ‘ONGC’), the Central Pollution
Control Board and the Union of India.
The petitioner contends that the high pressure gas
pipelines laid by GAIL and/or ONGC are unsafe in certain
specified places and are potentially hazardous. The
petitioner has prayed that these pipelines should be closed
until an independent enquiry by experts certifies and
declares that these pipelines are safe for further
operation. The petition was filed pursuant to gas leakage
from a high pressure gas pipeline of GAIL at Dhaula Kuan in
Delhi on or about 8th of July, 1993.
GAIL was formed in the year 1984 for the purpose of
handling natural gas related activities. Originally ONGC had
planned the HBJ pipeline which was to run from Hazira to
Babrala and Jagdishpur for supply of gas to the fertilizer
and power plants enroute. This pipeline was taken over by
GAIL from ONGC in the conceptualisation stage itself.
Subsequently, GAIL added additional pipelines and spurlines
to the HBJ pipeline. ONGC had also laid around 680 kms. of
pipelines in various locations of the country such as the
Gujarat region, Bombay region, K.G.basin, Cauvery basin etc.
All these pipelines were transferred to GAIL, a health check
of all these lines was carried out when it took over these
pipelines. After the check, necessary corrective action
which included replacement of some of the pipelines was also
taken by GAIL both from the safety point of view as well as
operational point of view. As of now, GAIL operates a total
of 2974.856 kms. of pipelines.
The petitioner has contended that the pipelines have
not been laid as per applicable international standards
ANSI/ASME B 31.8 of 82. The specific averments in the
petition relate to the DESU-Maruti Spurline laid by GAIL
which admeasures about 35 kms. According to the petitioner,
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the terms and conditions on which GAIL had given the
contract for laying this pipeline have not been complied
with. She contends that gas leakage detection and automatic
shutting down system has not been provided. Telesupervisory
system is not provided. Gas pipeline was requried to be
buried at least 1.5 metres below the ground. But the gas
pipeline has not been so laid. The gas pipeline was required
to be laid keeping adequate distance from human settlements
but this has also not been done and lastly she contends that
GAIL has not obtained clearance from the Department of
Explosives. She has alleged lack of experience, lack of
supervision or control by GAIL officials and mismanagement
by GAIL so that the contractors have used sub-standard
material and bad workmanship in laying the pipeline in
violation of the safety guidelines. This resulted in gas
leakage from this pipeline at Dhaula Kuan on 8th July, 1993.
GAIL has filed a datailed affidavit in reply to these
allegations. It has laid before us three reports of experts
in connection with the laying of the DESU-Maruti Spurline as
also in connection with the safety of its pipeline system.
GAIL has also furnished to us datailed technical material in
connection with the allegations made by the petitioner.
GAIL has submitted that it had decided to lay the DESU-
Maruti Spurline which is a short line by using their in-
house experience. They had given a contract for the laying
of this pipeline stipulating all the necessary conditions
ensuring safety of the system. The contractor, however,
defaulted in many ways while laying this pipeline.
Ultimately GAIL was compelled to terminate his contract.
There is an arbitration pending between GAIL and the
contractor in connection with the defective workmanship and
the termination of the contract. GAIL contends that it was
this defective workmanship which led to the gas leakage at
Dhaula Kuan. In connection with this accident GAIL set up a
committee consisting of the Additional Director, Oil
Industry Safety Directorate and two GAIL officers not
connected with the project to report on the investigation of
the failure of the DESU-Maruti pipeline at Dhaula Kuan. This
report was placed before us. The committee has reported that
(a) the area near Dhaula khan being rocky normal mode of
trenching using explosives was not possible due to close
proximity to close proximity to traffic/habitations. Hence
manual rock cutting had to be done. Consequently, against
the tender specifications of 1.5 meter soil cover, about 1.0
meter cover could be achieved. (b) The space constraints
with dense traffic near Dhaula Kuan restricted the use of
conventional pipe lowering machinery for extended hours. (c)
Necessary and sufficient details of existing utilities like
underground cables, pipes were not available from civic
authorities. (d) On excavation of the leakage affected area,
it was observed that the bottom of the pipeline was found to
be resting on a cable. (e) Inspection of buried pipeline
route revealed soil settlement at various locations near
Dhaula Kuan Park Area after heavy rains. This caused
accumulation of stagnant water in some areas. One of the
factors noted by the committee was that none of the persons
associated with supervision of the job were aware about the
existence of a cable underneath the pipe. Hence the HDPE the
HDPE Sheet which is normally placed between the pipeline
and the cable had not been placed.
We need not examine at length the various facts found
by the commitee as leading to that accident. What is more
important, GAIL set up an internal committee to pin-point
the lapses and to suggest corrective measures. This
committee’s report is also produced before us. The committee
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noted that the specifications in the tender were very clear,
exhaustive and adequate to take care of the safety aspects.
However, some of the specifications as set out in the report
were not taken care of by the contractor. It noted that some
of the construction activities may not have been inspected
by GAIL personnel or the inspection report may not represent
the real status of the activity. The committee has commented
upon trenching work and the fact that the cover of the pipe
was at some places even less than 1.0 meter although the
tender specification was 1.5 meters. This may be on account
of the rocky soil and the prohibition on the use of
explosives on account of the vicinity of the area to
habitation. It commented on the defects in the inspection
reports. It was also pointed out that thickness of the
compacted padding on top of pipe corrosion coating should
have been at least 150 MM. Padding material should have been
graded soil/sand and/or other materials containing no
gravel, rock or lumps of hard soil. Such padding material
bas not been observed at various points during the
inspection. The report is a very detailed report setting out
other defects also. It had made various suggestions; some of
the suggestions being that (1) GAIL should deploy third
party - Inspecting Agency for such activities of pipe
laying; (2) That GAIL should supervise and monitor the
activities of the third party inspecting agency and the
activities of the contractor in respect of the compliance of
tender specification; (3) That no deviation should be
permitted by Engineer Incharge; (4) Necessary formats should
be developed to ensure total conformity to the specification
requirements; (5) GAIL Engineers and Supervisors should be
given training programmes and (6)S(T) GAIL should have own
qulity audit cell for overiewing the quality compliance in
totality.
GAIL also carried out a post-construction integrity
survey through Sofregaz, an international agency known foe
its expertise in this area. Sofregaz was asked to carry out
investigation and report whether safe engineering practices
have been followed during construction of the existing
underground pipelines; (2) to ascertain whether the pipeline
has been laid as per standard construction
specification/codes and to review the QA/QC procedures,
namely, welding procedure specifications, material
specifications, coating and cathodic protection and to
recommend modifications/improvements wherever required. It
was also required to carry out other datailed examinations
as set out in its terms of reference. Ir was also required
to carry out other detailed examinations as set out in its
terms of control quickly any leak/burst etc. It was required
to report on the status of pipeline, critical areas,
preventive measures, disaster management plan, remedies and
recommendations. Sofregaz report sets out that on its
general assessment there was no apparent alarming deficiency
in the pipelines with respect to safe operation and safety
of life and property. GAIL should, however, take action to
attend to the points listed in the minutes of the
discussions for further improvement of long term safety of
the pipelines. It also said that based on the survey of the
depth of cover over the pipelines to the extent observed, it
considers it to be well within the acceptable limit with
reference to the standard followed by GAZ DE FVRANCE in
normal condition of operation. As such it was not necessary
to undertake further lowering of the pipeline from the
present state of cover to the extent observed. The detailed
point-by-point action plan of Sofregaz and the action
consequently taken by GAIL in connection with each of the
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recommendations has been set out in detail as Annexure 2 to
the report of Sofregaz is the outcome of a post-construction
inergrity survey for pipelines in and around Delhi. A
technical survey by an independent agency was considered
necessary in view of the fact that the Delhi pipeline
network was the first urban and sub-urban gas dis tribution
system executed by GAIL. A decision to have such a survey
through international competitive bidding by an experienced
international company was taken on 22.6.1993 even prior to
the occurrence of the gas leak at Dhaula Kuan. The cost of
such technical audit is part of the approved cost of the
project itself.
A detailed status report has also been submitted
dealing with diverse aspects of maintenance of the pipeline
network in the country. It deals with the health check of
the pipelines taken over from ONGC and the operation and
maintenance control of the entire pipeline system in the
country. The streamlining of procedures achieved over a
period has led to GAIL obtaining certification by
International Organisation for Standardization (ISO 9002)
and conferment of the Oil Industry Safety Award to GAIL for
the year 1992-93. GAIL has also pointed out that high
pressure gas pipelines owned and operated by it across the
country are laid as per international standards and in fact
GAIL has prescribed even more stringent standards than the
international code ANSI 31.8. It has annexed a comparative
table in which, inter alia, the minimum cover of a pipe
under ANSI is 75 cms. while GAIL has prescribed 75 cms. to
1.5 meters. GAIL has also taken the following important
decisions to streamline the procedures in the matter of
execution of works :
(i) To have a 3-layer polythene
coating which has a higher
resistance to handling damage;
(ii) To execute the work with an
overall consultancy by third party
agency with backup consultant;
(iii) To have inspection both
during procurement as well as
construction by third party
agencies along with the check
inspecting agency in addition to an
audit group of GAIL consisting of
persons from a project other than
the particular projects being
audited; and
(iv) To provide all future pipeline
systems with optical fibre cable
links to the various nodal points
to ensure safe communication.
Looking to the detailed information furnished by GAIL
and the measures taken by it as set out in the material
which is disclosed by GAIL, we do not think any further
action is now required to be taken by this Court. GAIL has
been at paints to allay the apprehensions expressed by the
petitioner. Looking to the material on record, we do not
think that any further directions are required. The petition
is accordingly disposed of. There will be no order as to
costs.