{"id":260886,"date":"2003-09-23T00:00:00","date_gmt":"2003-09-22T18:30:00","guid":{"rendered":"https:\/\/www.legalindia.com\/judgments\/mrs-a-sreedevi-vs-the-commissioner-on-23-september-2003"},"modified":"2015-01-03T23:29:53","modified_gmt":"2015-01-03T17:59:53","slug":"mrs-a-sreedevi-vs-the-commissioner-on-23-september-2003","status":"publish","type":"post","link":"https:\/\/www.legalindia.com\/judgments\/mrs-a-sreedevi-vs-the-commissioner-on-23-september-2003","title":{"rendered":"Mrs. A. Sreedevi vs The Commissioner on 23 September, 2003"},"content":{"rendered":"<div class=\"docsource_main\">Madras High Court<\/div>\n<div class=\"doc_title\">Mrs. A. Sreedevi vs The Commissioner on 23 September, 2003<\/div>\n<pre id=\"pre_1\">       \n\n  \n\n  \n\n \n \n IN THE HIGH COURT OF JUDICATURE AT MADRAS\n\nDated: 23\/09\/2003\n\nCoram\n\nThe Hon'ble Mr. Justice P. SATHASIVAM\n\nWrit Petition No. 15952 of 2003\nand W.P.Nos. 17159 and 17186 of 2003\n\nand W.P.M.P.Nos.20023, 21497, 21451, 21496, 21450 of 2003 and W.V.M.\nP.No. 1129 of 2003\n\n\nW.P.No. 15952\/2003.\n\nMrs. A. Sreedevi,\nrepresented by her Power of Attorney\nAgent, Dileep Bhandari.                  .. Petitioner.\n\n-Vs-\n\n1. The Commissioner,\n   Corporation of Chennai,\n   Chennai-600 003.\n\n2. Member Secretary,\n   Chennai Metropolitan Development\n   Authority, Gandhi Irwin Road,\n   Chennai-8.\n\n3. R. Ramachandran,\n\n4. M\/s. Shanthi Builders,\n   represented by its partner\n   Gowtham Chand.\n\n   (Respondents 3 and 4 were impleaded<\/pre>\n<p id=\"p_1\">    as per order of Court dated 1-7-2003).       .. Respondents.\n<\/p>\n<p id=\"p_1\">W.P.No. 17159\/2003<\/p>\n<p>Dileep Bhandari<br \/>\n                                      .. Petitioner.\n<\/p>\n<p id=\"p_2\">                          Vs.\n<\/p>\n<p id=\"p_3\">1. The Commissioner,<br \/>\n   Corporation of Chennai,<br \/>\n   Chennai-600 003.\n<\/p>\n<p id=\"p_4\">2. Member Secretary,<br \/>\n   Chennai Metropolitan Development<br \/>\n   Authority, Gandhi Irwin Road,<br \/>\n   Chennai-8.\n<\/p>\n<p id=\"p_5\">                                 .. Respondents.\n<\/p>\n<p id=\"p_6\">W.P.No. 17186\/2003<\/p>\n<p>M\/s. Shanthi Builders,<br \/>\nrepresented by its Partner<br \/>\nGowtham Chand.\n<\/p>\n<p id=\"p_7\">                                 .. Petitioner.\n<\/p>\n<p id=\"p_8\">                          Vs.\n<\/p>\n<p id=\"p_9\">1. The Commissioner,<br \/>\n   Corporation of Chennai,<br \/>\n   Chennai-600 003.\n<\/p>\n<p id=\"p_10\">2. Member Secretary,<br \/>\n   Chennai Metropolitan Development<br \/>\n   Authority, Gandhi Irwin Road,<br \/>\n   Chennai-8.\n<\/p>\n<p id=\"p_11\">3. Mrs. A. Sreedevi,<br \/>\n   represented by her Power of Attorney<br \/>\n   Agent, Dileep Bhandari.\n<\/p>\n<p id=\"p_12\">                                     .. Respondents.\n<\/p>\n<p id=\"p_13\">Petitions filed under <a href=\"\/doc\/1712542\/\" id=\"a_1\">Article 226<\/a> of the Constitution of India,  for  issuance<br \/>\nof Writs of Certiorari, and Certiorarified Mandamus, as stated therein.\n<\/p>\n<p id=\"p_14\">!For Petitioners in W.P.Nos.15952<br \/>\nand 17159\/2003 and for 3rd respondent in<br \/>\nW.P.17186\/2003.                 :  Mr.R.Krishnamoorthy, Senior Counsel<br \/>\n                                   for M\/s. P.Subba Reddy<\/p>\n<p>Mr.  A.L.  Somayaji, Senior counsel for Mr.  K.\n<\/p>\n<p id=\"p_15\">Ramanath Reddy:- For petitioner in W.P.17186\/2003<br \/>\nand for 4th Respondent in W.P.15952\/2003.\n<\/p>\n<p id=\"p_16\">For 1st Respondent in all W.Ps.         :  Mr.  N.R.  Chandran, Advocate General<br \/>\n                                    for Mr.  C. Ravichandran<\/p>\n<p>Mr.  K.A.  Ravindran for C.M.D.A.  in all W.Ps.\n<\/p>\n<p id=\"p_17\">Mr.  Srinath Sridevan for R-3 in W.P.15952\/2003.\n<\/p>\n<p id=\"p_18\">:COMMON ORDER<\/p>\n<p>By consent of all the parties and in view of urgency in deciding the issue one<br \/>\nway or other writ petitions themselves are taken up for final disposal.  Since<br \/>\nall the  three  writ  petitions  relate  to  property bearing Nos.  11 and 12,<br \/>\nBishop Wallers Avenue (South), Mylapore, Chennai-4, they are being disposed of<br \/>\nby the following common order.   Aggrieved  by  the  order  No.    1704  dated<br \/>\n30-5-2003 issued by the Commissioner, Corporation of Chennai under Section 258<br \/>\nof  the  Madras  City  Municipal Corporation Act IV of 1919, c alling upon the<br \/>\npetitioner to fence off, take down, except stilt  plus  4  floors,  secure  or<br \/>\nrepair  such  building so as to prevent any danger therefrom, the owner of the<br \/>\nproperty, namely, A.  Sridevi through her Power of Atttorney  Dileep  Bhandari<br \/>\nhas filed Writ Petition No.  15952\/2003 to quash the same on various grounds.\n<\/p>\n<p id=\"p_19\">2.   The  Power  of  Attorney  Dileep  Bhandari,  aggrieved  by  the order No.<br \/>\nESI\/10791\/2002 dated  30-5-2003,  passed  by  the  Member  Secretary,  Chennai<br \/>\nMetropolitan   Development   Authority,   Chennai-8,  2nd  respondent  herein,<br \/>\nforfeiting security deposit of Rs.70,000\/- for the building and Rs.10,000\/-for<br \/>\nthe Display Board, has filed Writ Petition No.  17159\/2003 to quash the same.\n<\/p>\n<p id=\"p_20\">3.   Questioning  the  order  dated  30-5-2003  passed  by  the  Commissioner,<br \/>\nCorporation  of  Chennai  for  the property bearing door Nos.11 and 12, Bishop<br \/>\nWallers Avenue (South) Mylapore, Chennai-4 issued under  Section  378  of  the<br \/>\nMadras  City  Municipal  Corporation  Act  intimating that the officers of the<br \/>\nCorporation will enter the premises referred  to  above  for  the  purpose  of<\/p>\n<p>demolishing  the building in dangerous condition after expiry of 12 hours from<br \/>\nthe service of the said notice, M\/s Shanthi Builders-Developers has filed Writ<br \/>\nPetition No.  171 86\/2003 to quash the same on various grounds.\n<\/p>\n<p id=\"p_21\">4.  The case of the owner of the property is briefly stated hereunder:<br \/>\nAccording to Power of Attorney, he is the owner of the property  bearing  door<br \/>\nNos.11 and 12, Bishop Wallers Avenue(South), Mylapore, Chennai-4 and entrusted<br \/>\nthe property  for  joint  development  construction.    Construction  has been<br \/>\ncompleted at the site over and above the sanctioned plan.  The builder has put<br \/>\nup additional floors and for putting up the same, applications had  been  made<br \/>\nto  Chennai  Metropolitan  Development  Authority and Rs.13,18,920-50 has been<br \/>\npaid and completion certificate has been issued by  the  C.M.D.A.,  by  letter<br \/>\ndated 11-2-2003.  At the instance of the Metro Water and Sewerage Board, while<br \/>\ndigging  up work was going on in the front road portion, one of the columns of<br \/>\nthe building given crack and the neighbouring owners given  complaint  to  the<br \/>\nCommissioner  of  Police,  Member  Secretary, Chennai Metropolitan Development<br \/>\nAuthority and Commissioner,  Chennai  Corporation.`  All  the  above  Agencies<br \/>\ninspected  the  building  and  the Commissioner of Police issued order to take<br \/>\nappropriate steps to strengthen the columns.  The Member  Secretary,  C.M.D.A.<br \/>\nissued  notice  dated 28-5-2003 and sought for explanation and given time upto<br \/>\n2-6-2003.  He has  taken  Expert  opinion  and  taking  appropriate  steps  to<br \/>\nstrengthen the  columns.   At this juncture, the first respondent on 30-5-2003<br \/>\naround 11.30 P.M.  affixed notice and stated that they want  to  demolish  the<br \/>\nbuildign within 12 hours.  No opportunity was given by the first respondent to<br \/>\nthe petitioner  before passing the demolition notice.  Hence the notice issued<br \/>\nby the Commissioner, Corporation of Chennai is improper and against principles<br \/>\nof natural justice.  The petitioner had taken  all  steps  to  strengthen  the<br \/>\ncolumns.   He  also  sought opinion from Experts and construction Engineers to<br \/>\nstrengthen the columns.  He has also applied regularisation  scheme  with  the<br \/>\nC.M.D.A.  and  paid  money  also.    The  notice dated 30-5-2003 issued by the<br \/>\nCommissioner, Corporation of Chennai is null and void.    Hence  the  same  is<br \/>\nliable to be quashed.\n<\/p>\n<p id=\"p_22\">5.  The  power of attorney in W.P.No.  17159\/2003 in addition to the statement<br \/>\nmade in W.P.No.  15952\/2003 has stated that petitioner had taken and now being<br \/>\nfollowed to provide adequate steps to strengthen the columns of  the  building<br \/>\nby utilising the services of a multi-national company.  Reinforcing of all the<br \/>\ncolumns  instead of restricting themselves to affected column has already been<br \/>\ncommenced by Epoxy Injection grouting and once this  work  is  completed  more<br \/>\nrebars  above  the  foundation  to  increase  the  size of the columns will be<br \/>\nplaced.  All these works have been carried out in the presence  of  Structural<br \/>\nEngineer.   Corporation  Officials including the Chief Engineer are inspecting<br \/>\nperiodically to see that the  work  has  been  carried  out  at  the  building<br \/>\nproperly or  not.    While  so, particularly when this Court has seized of the<br \/>\nentire matter, the action of the Member Secretary, C.M.D.A.    by  issuing  an<br \/>\nanti-date  order  is  arbitrary,  illegal  and it is against the principles of<br \/>\nnatural justice.\n<\/p>\n<p id=\"p_23\">6.  It is the case of the Shanthi Builders-Developer,  petitioner  in  W.P.No.<br \/>\n17186\/2003  that  on  receipt  of  notice  from the Commissioner, Corporation,<br \/>\nChennai, they requested suggestion from both the Civic authorities in order to<br \/>\ntake appropriate steps.  Already they have taken from highly technical persons<br \/>\nthe measures to improve the structures and they are  doing  the  same  to  the<br \/>\nbuilding.\n<\/p>\n<p id=\"p_24\">7.   The Commissioner, Corporation of Chennai has filed a counter affidavit in<br \/>\nW.P.No.  15952\/2003 wherein it is stated that he received  a  complaint  dated<br \/>\n27-5-2003  from  Paxina  Owners  Association  at No.10, Bishop Wallers Avenue,<br \/>\nMylapore, Chennai complaining  that  the  concrete  pillars  in  the  adjacent<br \/>\nmulti-storeyed  building  (  petitioner&#8217;s  building)  started cracking and the<br \/>\nsteel rods were found to be exposed and  bent  which  posed  threat  to  cause<br \/>\ndamage  to  life  and  property of their building and also the general public.<br \/>\nImmediately, the said complaint was forwarded to the  concerned  Zonal  Office<br \/>\nfor  taking  necessary action besides deputing officials of the Corporation of<br \/>\nChennai to inspect the petitioner&#8217;s building  immediately.    Accordingly  the<br \/>\nofficials  of  Corporation  of  Chennai  including  the  City Engineer made an<br \/>\ninspection on 27-5-2003 in the presence of the representatives of the Builders<br \/>\nand submitted an inspection report to the Commissioner, Corporation of Chennai<br \/>\non 27-5-2003 stating that the construction was  completed  for  stilt  plus  8<br \/>\nfloors  as against the sanction of stilt plus four floors, and a column in the<br \/>\nwest corner had developed cracks due to the reinforcement in  the  column  has<br \/>\nbeen  buckled  and  subsequent  cracks  were  also seen in the adjacent walls.<br \/>\nHence it is considered as dangerous building for occupation.  Immediately,  on<br \/>\n27-5-2003  itself the Corporation of Chennai issued a notice under Section 258<br \/>\nof the Madras City Municipal Corporation Act, in and by which the builder  was<br \/>\nasked, within 7 days of service of the notice, to fence off, take down, secure<br \/>\nand repair  such building so as to prevent any danger therefrom.  While so, on<br \/>\n30-5-2003, he received a copy of the report of Superintending Engineer, Public<br \/>\nWorks Department.  In that report, it  was  mentioned  that  the  building  in<br \/>\nquestion was  in  dangerous  conditions  posing  threat to the public.  It was<br \/>\nfurther mentioned that  the  design  structure  was  unsafe  and  that  actual<br \/>\nreinforcement  in  the  column  is  only  6.78  cm2  (6  Nos.)  as against the<br \/>\nrequirement of 23.85 cm2.  The steel used is just about 1\/4th of t  he  actual<br \/>\nrequirement.  The structure was not stable for the existing condition of stilt<br \/>\nplus 8 floors and that the reinforcement provided was just sufficient only for<br \/>\nstilt plus  4  floors.    Based  on the report of the Superintending Engineer,<br \/>\nPublic Works Department, and the City Engineer of Corporation of  Chennai  and<br \/>\nafter  due  deliberation,  it  was  felt  that  the  building was in dangerous<br \/>\nconditions posing threat to the life and it  was  decided  to  pull  down  the<br \/>\nunauthorised and unsafe structure immediately.  In exercise of power conferred<br \/>\nunder Section  258(2)  of  M.C.M.C.  Act, notice dated 30-5-2003 was issued by<br \/>\ngiving  12  hours  time  to  pull  down   the   unauthorised   structure   and<br \/>\nsimultaneously  notice  under Section 378 of Madras City Municipal Corporation<br \/>\nAct was also issued.   Since  the  petitioner  refused  to  receive  the  said<br \/>\nnotices,  the  same  were affixed on the petitioner&#8217;s premises with witnesses.<br \/>\nSimultaneously, a press publication in respect of Notice under Section 258  of<br \/>\nthe  said Act was published on 31-5-2003 in &#8220;Indian Express&#8221; and &#8220;Dina Boomi&#8221;.<br \/>\nSince the petitioner failed to take steps for demolition of  the  unauthorised<br \/>\ndangerous  structure till 12 noon on 31-05-2003, the Corporation officials had<br \/>\nentered upon the premises and commenced the demolition work.  At  this  state,<br \/>\nthe petitioners  have approached this Court.  Though this Court has not stayed<br \/>\nthe demolition  work,  however,  permitted  the  petitioner  to  convince  the<br \/>\ninspecting  officials of the Corporation as to the safety measures that can be<br \/>\nprovided to the present structure before ever  the  threatened  demolition  is<br \/>\nresorted  to  and  the  order  made  it  clear  that  it is for the inspecting<br \/>\nauthority to either accept or reject any such proposal that may  be  submitted<br \/>\nby the  petitioner.   Since the Superintending Engineer, P.W.D., on inspection<br \/>\nhas certified that the column reinforcement are inadequate to take  additional<br \/>\nload,  the  building may collapse at any time, it was considered as imminently<br \/>\ndangerous.  Therefore, the Commissioner, Corporation  of  Chennai  has  issued<br \/>\nnotice  under  section 258 followed by notice under Section 378 of Madras City<br \/>\nMunicipal Corporation Act.  Though the builder has assured to  strengthen  the<br \/>\ncolumn,  the  builders  have not suggested as to how they would strengthen the<br \/>\nbeam running between the column.  The load will be transferred  from  beam  to<br \/>\ncolumn.   Therefore,  the  building  is  not  safe  to  exist  in  the present<br \/>\ncondition.  Every minute the building stands pose a danger to  public  safety.<br \/>\nThe  Commissioner,  Corporation  of Chennai is justified in issuing notice and<br \/>\ntaking action.\n<\/p>\n<p id=\"p_25\">8.  Senior Planner, Chennai Metropolitan Development Authority (CMDA in short)<br \/>\nhas filed a counter affidavit in W.P.No.  15952 \/2003  wherein  it  is  stated<br \/>\nthat  on receipt of the complaint from one Proxima Owners Associaton at No.10,<br \/>\nBishop Wallers Avenue, Mylapore, Chennai-4 stating that next to their building<br \/>\nhave started caving in and the steel rods found to be exposed and  bent  which<br \/>\nmay  likely to cause damage to life and property of their building and also to<br \/>\nthe general public, a notice was issued by  the  Chennai  Corporation  to  the<br \/>\ndeveloper  Thiru  Dhileep Bhandari under Section 258 of the M.C.M.C.Act, 1919,<br \/>\nby which an opportunity was given to the developer to secure  or  repair  such<br \/>\nbuilding so  as to prevent any danger therefrom.  The petitioner through their<br \/>\nPower of Attorney has submitted  an  application  for  regularisation  of  the<br \/>\nbuilding at  No.11  and  12,  Bishop  Wallers  Avenue (South), C.I.T.  Colony,<br \/>\nMylapore, Chennai-4 and paid the  regularisation  charges  also.    Therefore,<br \/>\nN.O.C.  for power  supply  and  C.M.W.  S.S.B.  connection of sewere and water<br \/>\nwas issued by their office  in  letter  No.    11-02-2003.    Subsequently  on<br \/>\n27-5-2003  the  construction  was  inspected  and noticed that some cracks are<br \/>\ndeveloped in one of the columns and due to this,  the  front  main  wall  also<br \/>\ndeveloped with  cracks.    Therefore,  a  show  cause  notice  was  issued for<br \/>\ncancellation of the NOC.  The issue of NOC for the building does not amount to<br \/>\ngrant of planning permission  under  the  Act.    As  on  date,  the  building<br \/>\nconstructed  more  and  above the planning permission issued by the respondent<br \/>\nstands unauthorised.\n<\/p>\n<p id=\"p_26\">9.  In the light of the above pleadings, I have heard Mr.  R.  Krishnamoorthi,<br \/>\nlearned senior counsel for the owner of the property and  Power  of  Attorney;<br \/>\nMr.  A.L.     Somayaji,  learned  senior  counsel  for  the  Developer-Shanthi<br \/>\nBuilders; Mr.  N.R.  Chandran, learned Advocate General,  for  Corporation  of<br \/>\nChennai; Mr.   K.A.    Raveendran,  learned  counsel  for  C.M.D.A.;  and  Mr.<br \/>\nSreenath   Sridevan,   learned   counsel   for   the   third   respondent   in<br \/>\nW.P.No.15952\/2003,  who  is  residing  in  the  adjacent Flat at No.10, Bishop<br \/>\nWallers Avenue, Mylapore.\n<\/p>\n<p id=\"p_27\">10.  In these writ petitions we are concerned with the building constructed at<br \/>\nNos.11 and 12, Bishop Wallers Avenue (South), Mylapore, Chennai-4  and  notice<br \/>\nof  rectification\/demolition of part of the building dated 30-5-2003 issued by<br \/>\nthe Commissioner, Corporation of Chennai and order dated 30-5-2003  passed  by<br \/>\nMember Secretary, C.   M.D.A.    forfeiting security deposit etc.  There is no<br \/>\ndispute that planning permission was issued in  respect  of  the  building  in<br \/>\nquestion only for construction of stilt plus 4 floors (G plus 4 floors).  Even<br \/>\naccording  to the owner of the building and the Builder, construction has been<br \/>\ncompleted at the site over and above the sanctioned plan.  This is clear  from<br \/>\npara 2  of the affidavit of Dileep Bhandari, Power of Attorney of S.  Sridevi,<br \/>\nowner of the building in  question.    No  doubt,  it  is  the  claim  of  the<br \/>\npetitioners  that  after putting up additional floors, an application has been<br \/>\nmade to  C.M.D.A.    and  necessary  amount  of   Rs.13,18,920-50   paid   and<br \/>\nconsequently C.M.D.A.      issued   completion  certificate  by  letter  dated<br \/>\n11-2-2003.  It is also the case of the petitioners that when Metro  Water  and<br \/>\nSewerage Board dug up the earth in order to lay water pipe, one of the columns<br \/>\nof  the  building  was  given  crack  and  the  neighbouring owner has given a<br \/>\ncomplaint to the Commissioner of Police, C.M.D.A.   and  Chennai  Corporation.<br \/>\nThe  neighbour  of  the building, namely, Proxima Owners Association at No.10,<br \/>\nBishop Wallers Avenue, Mylapore made a complaint dated  27-5-2003  complaining<br \/>\nthat concrete pillars in the adjacent multi-storeyed building started cracking<br \/>\nand  the  steel  rods  were found to be exposed and bent which posed threat to<br \/>\ncause damage to the life and property of the building  and  also  the  general<br \/>\npublic.   It  is  seen  from  the  information  furnished by the Commissioner,<br \/>\nChennai Corporation that the complaint was forwarded to  the  concerned  Zonal<br \/>\nOffice  for  taking  necessary  action  besides  deputing the officials of the<br \/>\nCorporation to inspect the petitioner&#8217;s building immediately.  It  is  further<br \/>\nseen  that  the  officials  of  the  Corporation of Chennai including the City<br \/>\nEngineer made an inspection 27-5-2003 in the presence of  the  representatives<br \/>\nof  the  Builders  and  submitted  a  report  to  the  Commissioner of Chennai<br \/>\nCorporation on the same day stating that the construction  was  completed  for<br \/>\nstilt  plus  eight  floors  as against the sanctioned plan for construction of<br \/>\nstilt plus four floors-vide C.E.B.A.No.295\/01 dated 11-7-2001 and a column  in<br \/>\nthe  west  corner  had developed cracks due to the reinforcement in the column<br \/>\nhas been buckled and subsequent cracks were also seen in the  adjacent  walls.<br \/>\nIt was considered that it is not safe for occupation.  Considering the urgency<br \/>\nand safety of the nearby residents as well as the general public, on 27-5-2003<br \/>\nitself the Commissioner, Chennai Corporation issued a notice under Section 258<br \/>\nof  the  Madras City Municipal Corporation Act (in short &#8220;MCMC Act&#8221;) in and by<br \/>\nwhich the petitioner-Builder was asked within 7 days of service of notice,  to<br \/>\nfence  off,  take  down,  secure and repair such building so as to prevent any<br \/>\ndanger from them.  It is further seen that the Commissioner has also  received<br \/>\na report of Superintending Engineer, P.W.D.  on 30 -5-2003.  In that report it<br \/>\nwas mentioned that the building in question was in dangerous conditions posing<br \/>\nthreat to  the public.  It was further mentioned in the report that the design<br \/>\nstructure was unsafe, the structure was not stable for the existing  condition<br \/>\nof stilt plus 8 floors and that the reinforcement provided was just sufficient<br \/>\nonly for  stilt  plus  4 floors.  It is further seen that on the report of the<br \/>\nSuperintending Engineer, Public Works Department, and  the  City  Engineer  of<br \/>\nCorporation  of  Chennai  and  after noting that the building was in dangerous<br \/>\nconditions posing threat to the life and property, the Commissioner of Chennai<br \/>\nCorporation decided  to  pull  down  the  unauthorised  and  unsafe  structure<br \/>\nimmediately.   Hence  in  exercise of power conferred on him under Section 258<br \/>\n(2) of M.C.M.C.Act, notice dated 3 0-5-2003 was issued by giving 12 hours time<br \/>\nto pull down  the  unauthorised  structute  and  simultaneously  notice  under<br \/>\nSection 378 of M.C.M.  C.Act was also issued.  At this stage, the owner, Power<br \/>\nof Attorney and Builder have filed the above writ petitions.\n<\/p>\n<p id=\"p_28\">11.   When  the  interim  applications  were taken up for hearing, this Court,<br \/>\nafter hearing the arguments  of  counsel  for  all  the  parties  and  without<br \/>\nprejudice  to  their  rights on 1-7-2003 constituted a committee consisting of\n<\/p>\n<p id=\"p_29\">(i) Prof.Dr.  P.K.  Aravindan, Professor  of  Structural  Engineering,  Indian<br \/>\nInstitute of  Technology,  Chennai-36;  (  ii)  Mr.    Mohanramanathan, No.11,<br \/>\nCenotaph Road, Alwarpet,  Chennai;  and  (iii)  Mr.      S.      Ramachandran,<br \/>\nSuperintending Engineer,  Public Works Department, Chennai-5.  It is seen from<br \/>\nthe said order, the  names  were  suggested  by  respective  counsel  for  the<br \/>\nparties.   The  Court  has directed the committee to conduct necessary test in<br \/>\nrespect of the structural soundness of the building and also  the  possibility<br \/>\nof strengthening  it.    The  Court  also  directed the committee to offer its<br \/>\nopinion relating to the steps taken by the  petitioner  and  submit  a  report<br \/>\nwithin one  week.    It  is  further  seen  that  the  committee after initial<br \/>\ndeliberations, prayed for another week&#8217;s time to submit a report.    The  time<br \/>\nwas extended  as  requested.    The  committee  has  submitted its report with<br \/>\nreference to structual position of the building in question and also suggested<br \/>\nremedial measures.\n<\/p>\n<p id=\"p_30\">12.  First I shall refer the report of Prof.Dr.  P.K.  Aravindan.  He  is  the<br \/>\nProfessor of Structural Engineering in I.I.T., Chennai-36.  He is a nominee of<br \/>\nthe owner  and  the  Builder  of the building.  The following are the relevant<br \/>\nmaterials\/excerpts.\n<\/p>\n<p id=\"p_31\">The work  of  assessing  the  quality  of  concrete  and  steel  used  in  the<br \/>\nconstruction  was  entrusted  to  the Structural Engineering Laboratory of IIT<br \/>\nMadras, Chennai-36.  From the I.I.T&#8217;s report it is seen that  the  quality  of<br \/>\nconcrete used in the construction was good and the damage to the column is not<br \/>\ndue  to  any  deficiency in the quality of materials used in the construction.<br \/>\nThe committee got the services of  Prof.    S.R.Gandhi,  Professor  and  Head,<br \/>\nGeo-Technical  Division,  IIT  Madras,  Chennai-36  to study the report of two<br \/>\nGeo-Technical investigation carried out at the site of the building.  From the<br \/>\nanalysis, the following stress resultants acting on the column X16-Y1 which is<br \/>\nfailed, are obtained.\n<\/p>\n<p id=\"p_32\">Axial load = 940.00 kN<\/p>\n<p>The moment about the major axis x,<\/p>\n<p>Mx = 0.07 kN-m<\/p>\n<p>The moment about the minor axis y,<\/p>\n<p>My = 2.88 kN-m<\/p>\n<p>Assuming the characteristic strength of the concrete as 20 Mpa,  the  area  of<br \/>\nsteel required  to  resist  the  above  forces is 1650 mm2.  The area of steel<br \/>\nprovided in the column is 6Y12 giving an area 678 mm2 which is only 41% of the<br \/>\nrequired area of steel.  This is the reason for the failure of that particular<br \/>\ncolumn.  There might be other columns  also  in  somewhat  similar  condition.<br \/>\nSince  the  aim of this part of the investigation is only to assess the reason<br \/>\nfor the  failure  of  the  particular  column  X16-Y1,  investigation  on  the<br \/>\ncondition of  other columns is not carried out.  From the table it can be seen<br \/>\nthat some of the columns  have  to  be  strengthened  by  jacketing  which  is<br \/>\nindicated in  the  Table  1.  A typical scheme of jacketing is shown in Fig 3.<br \/>\nIt is of the opinion of the undersigned that the  building  as  exists  now  (<br \/>\nground  plus  seven  upper  floors)  can  be strengthened to give satisfactory<br \/>\nperformance all through out the life of the structure.  It is found  that  all<br \/>\nthe beams and slabs are safe to carry the load coming on them.  Even the beams<br \/>\nabove  the  ground  floor  is  checked  for 2= times the bending moment due to<br \/>\nearthquake being part of soft storey as per IS:1893  2002  and  it  is  found<br \/>\nthat they are all safe.\n<\/p>\n<p id=\"p_33\">While doing the analysis and design it is presumed that the soil is capable of<br \/>\nresisting  the  pressure coming on it, 110kN\/m2 and also the settlement of the<br \/>\nfoundations will be within the permissible limits.  However it could  be  seen<br \/>\nfrom the analysis carried out by IIT, the safe bearing capacity of the soil is<br \/>\nonly 72  kN\/M2  and  the  settlement will be beyond the permissible value.  To<br \/>\nimprove the safe  bearing  capacity  of  the  soil  and  also  to  reduce  the<br \/>\nsettlement,  pressure  grouting of the soil with cement slurry is recommended.<br \/>\nFurther a combined raft foundation at the ground level encasing  the  existing<br \/>\nplinth beams  is recommended.  The raft shall extend one and half meter beyond<br \/>\nthe centre line of the existing external columns alround the  building.    The<br \/>\nthree  dimensional analysis is again repeated by modelling the raft slab also.<br \/>\nIIT has recommended a modulus of subgrade reaction of 6000 kN\/m3 (Annexure I).<br \/>\nWith this value of modulus of subgrade  reaction  soil  is  replaced  by  soil<br \/>\nsprings in  the  3D  analysis.    The bending moment diagram obtained from the<br \/>\nanalysis is shown in Fig.5.  The raft  is  designed  for  the  bending  moment<br \/>\nobtained from  the  analysis  and  details of the raft is shown in Fig.6.  The<br \/>\nraft is integrated with the existing columns as shown in Fig.6.    With  these<br \/>\nmodifications,  committee  of  the  opinion that the building with ground plus<br \/>\nseven floors will be quite safe for occupation.\n<\/p>\n<p id=\"p_34\">13.  Now I shall refer the report of Mohan Ramanathan.  He is a B.Tech,  M.S.,<br \/>\n(USA) and Consultant.  He is a nominee of the newly impleaded third respondent<br \/>\n(neighbour of the petitioner).  The following are the materials\/excerpts:\n<\/p>\n<p id=\"p_35\">c) DESIGN CHECK ON THE CORNER COLUMN:\n<\/p>\n<p id=\"p_36\">Design check on Corner Column using SP-16 for Biaxial bending reveals that the<br \/>\ncolumn section is grossly inadequate to the loads coming on it.\n<\/p>\n<p id=\"p_37\">e) REASONS FOR FAILURE<br \/>\nThe reasons  for failure of the corner column (J-Type) is quite obvious.  Over<br \/>\nloading due to additional stories built.  The excessive noise  generated  from<br \/>\nthe  column  at  the  time  of failure and witnessed by persons nearby and the<br \/>\nworkers in the building proves release of energy stored in the column  due  to<br \/>\nheavy over  loading.   The bent reinforcement rods have no further use to take<br \/>\nadditional loads and the column in the  present  state  should  be  considered<br \/>\nfailed and unsafe.\n<\/p>\n<p id=\"p_38\">CONCLUSION<br \/>\nFrom  structural  view  point,  top  4 floors are to be dismantled to make the<br \/>\nbuilding safe and the loads on the existing structural members  to  be  within<br \/>\nsafe limits  i.e., only car park + 4 livable floors, to be allowed.  Under the<br \/>\npresent loading of G + 8 floor, the structural  capacity  of  the  columns  is<br \/>\nunsafe.\n<\/p>\n<p id=\"p_39\">B.  FOUNDATION CHECK<br \/>\nUnder the present loading condition of G + 8 floor, the foundation is unsafe.<br \/>\nEXPERT OPINION<br \/>\n&#8230;.The  corner  column failure is enough evidence to prove the criticality of<br \/>\nthe situation.  Most of the other columns are also in the same state  and  may<br \/>\nfail any time without warning.\n<\/p>\n<p id=\"p_40\">After  analysing various consequences from the view of safety of the structure<br \/>\nin  question  and  the  neighbouring  structures,  I  have  arrived   at   two<br \/>\nalternatives to be considered by the Honourable Court.<br \/>\nAlternative -1:\n<\/p>\n<p id=\"p_41\">Remove  top  4 floors (8th floor already removed by Corporation of Chennai) to<br \/>\ndecrease the loading at the foundation level.  The final  structure  shall  be<br \/>\nonly G +4.  In this case, the loads on the structural members such as columns,<br \/>\nbeams and  slabs, will be safe and acceptable, structurally.  In such case, no<br \/>\nfurther strengthening  need  be  done  for  any  structural  members.      The<br \/>\nstrengthening  already  done  at  ground  level  is sufficient to take care of<br \/>\nSeismic loading  on  the  truncated  structure.    Due  to  reduction  in  the<br \/>\nfoundation loads, the loads at the footing level will be reduced to within the<br \/>\nsafe bearing  capacity.    Subsequently,  there  will  be no fear of excessive<br \/>\nsettlement or foundation failure.\n<\/p>\n<p id=\"p_42\">Alternative -2:\n<\/p>\n<p id=\"p_43\">If any more additional floors are to be permitted beyond G +  4  floors,  then<br \/>\nthe  structure  will  require  extensive strengthening both for the structural<br \/>\nmembers as well as for the foundation.  Without  the  strengthening  measures,<br \/>\nthe  additional  floors  will  impose  heavy  loads,  which  are unsafe to the<br \/>\nstructure and its foundation.\n<\/p>\n<p id=\"p_44\">The maximum number of floors that can be permitted after strengthening of  the<br \/>\nfoundation and  structural  members  shall be restricted to G+6 .  This means,<br \/>\none more floor is to be  removed  positively  (7th  floor)  from  the  present<br \/>\nstructure.\n<\/p>\n<p id=\"p_45\">In such case, I suggest the following strengthening measures:\n<\/p>\n<p id=\"p_46\">a)  All  structural  columns  have  to be strengthened adequately in all upper<br \/>\nfloors to resist static and dynamic loads.\n<\/p>\n<p id=\"p_47\">b) Strengthen the foundation by underpinning with minipiles  to  transfer  the<br \/>\ncolumn  loads to firm strata occurring at about 20 Metres depth and stitch the<br \/>\npiles to the existing footings and also strengthen and redesign  the  footings<br \/>\nto act  as  pile caps.  This involves expertise in design, execution and great<br \/>\ncaution while execution.\n<\/p>\n<p id=\"p_48\">It is seen from his report the existing foundation structure  would  withstand<br \/>\nonly  stilt  +  4  floors  and  for  keeping  beyond Ground + 4 floors, he has<br \/>\nsuggested certain measures as detailed above.\n<\/p>\n<p id=\"p_49\">14.  Now I shall consider the report of the other  Member,  namely,  Mr.    S.<br \/>\nRamachandran,   M.E.,   D.I.I.T.,   Superintending   Engineer,   Public  Works<br \/>\nDepartment, Planning and Designs Circle (Buildings), Chennai-5.  The following<br \/>\nare the materials\/excerpts:\n<\/p>\n<p id=\"p_50\">1.0 xx xx<br \/>\n2.0 As per the analysis and design results obtained, the columns  need  to  be<br \/>\nstrengthened in many floors for the present Stilt + Seven floors.<br \/>\n3.00 xx xx<br \/>\nIn  this case, after studying the characteristics of the soil lying underneath<br \/>\nthe building, it is considered that the foundation needs to  be  strengthened.<br \/>\nNow,  the  question  arises as to how the building consisting of Stilt + Eight<br \/>\nfloors stood for a considerable time after construction then?  The  reason  is<br \/>\nthat  the  normal  factors of safety provided (2.5 in the case of foundations)<br \/>\nwere encroached upon.    Hence  the  soil  below  the  foundation  has  to  be<br \/>\nstabilised and strengthened by cement slurry grouting and a raft foundation as<br \/>\nsuggested by Prof.  Dr.S.R.  Gandhi of I.I.T., Madras.\n<\/p>\n<p id=\"p_51\">4.0  Regarding  strengthening  of the building for withstanding the loads from<br \/>\nthe presently existing Stilt + Seven floors, the following measures are to  be<br \/>\nundertaken:\n<\/p>\n<p id=\"p_52\">a)  Complete strengthening of the foundations under expert guidance in design,<br \/>\ndetailing and  execution.    This  almost  amounts  to  total  revamp  of  the<br \/>\nfoundation system  currently  provided.    Apart from cost considerations, the<br \/>\nprocess of re-structuring the foundation is a difficult process and  needs  to<br \/>\nbe undertaken with utmost supervision and care.\n<\/p>\n<p id=\"p_53\">At  the  end  of  his  report, he has suggested some remedial measures for the<br \/>\ncolumns of the building as observed by Dr.   P.K.    Aravindan.    He  finally<br \/>\nsuggested   that   for   effective   strengthening   of  the  building,  lucid<br \/>\nspecifications, construction methodologies and  step-by-step  procedure  right<br \/>\nfrom  selection  of  appropriate  construction materials, chemicals, tools and<br \/>\nequipments are to be drafted by experts in this field.  He also suggested that<br \/>\nthese works are to be executed under the expert guidance and supervision of  a<br \/>\nqualified  senior  structural  engineer  and  that  this  process  of thorough<br \/>\nstrengthening of this Stilt + Seven floors building  will  make  it  safe  for<br \/>\nhuman dwelling.\n<\/p>\n<p id=\"p_54\">15.   The  petitioners,  the  neighbour  as well as Corporation of Chennai and<br \/>\nChennai Metropolitan Development Authority filed their objections  in  respect<br \/>\nof the  reports  filed  by  the three Experts.  Likewise, the petitioners have<br \/>\nalso filed objection with regard to the report of Messrs.    Mohan  Ramanathan<br \/>\nand S.  Ramachandran.  Their objections need not be discussed once again.\n<\/p>\n<p id=\"p_55\">16.   I have already referred to the fact that planning permission was granted<br \/>\nonly for Stilt + four floors by the  Commissioner,Corporation  of  Chennai  by<br \/>\nproceedings dated 11-7-2001.  Admittedly, construction was completed for Stilt<br \/>\n+ eight  floors  which  is  against  the  sanction.  Accordingly, Stilt + four<br \/>\nfloors alone are lawful construction and the construction  above  four  floors<br \/>\nare unlawful  and  contrary  to the sanctioned plan.  As rightly argued by the<br \/>\nlearned Advocate General, the issue of N.O.C.    for  the  building  does  not<br \/>\namount to  grant  of  planning  permission  under  the  Act.  Likewise, merely<br \/>\nbecause the owner has paid required charges as per the regularisation  scheme,<br \/>\nit  cannot be construed that the Authorities namely Corporation of Chennai and<br \/>\nCMDA have condoned the action of the petitioners.  As a  matter  of  fact,  no<br \/>\norder  has  been  passed by the CMDA or Government regularising the violations<br \/>\nmade by the petitioners.\n<\/p>\n<p id=\"p_56\">17.  Coming to the report of Mr.  P.K.  Aravindan, nominee of the owner of the<br \/>\nbuilding, after investigation and examining the entire building,  particularly<br \/>\ncolumn  X16-Y1,  which  is failed, the steel provided in the column is only 41<br \/>\nper cent of the requirement.  Dr.  Aravindan has considered  that  the  column<br \/>\nwhich  has  failed  and  has analysed it for the axial load and moments due to<br \/>\ndead load alone, since at the time of failure the building was unoccupied.  It<br \/>\nis not disputed that usually the axial load and moments due to live load  will<br \/>\nbe about 20 per cent of those due to dead load.  As rightly argued on the side<br \/>\nof the Corporation of Chennai and CMDA, if live load is also being considered,<br \/>\nthe reinforcement provided will be only about 30 per cent of what is required.<br \/>\nI have  also  considered  the  recommendations  of  Indian  standards.  In his<br \/>\nreport, Dr.  Aravindan has also observed that apart  from  failure  of  column<br \/>\nX16-Y1, there  might  be  other  columns also somewhat similar conditions.  He<br \/>\nalso referred to various details in Table-I.  In Table-I he has indicated  the<br \/>\nloads of  all  columns  due to ground plus seven upper floors, i.e.  after the<br \/>\ndemolition of the eighth floor and it shows that out of 38 columns, 34 columns<br \/>\nare unsafe (vide page 139 of common Spiral type-set) filed by the petitioners.<br \/>\nFour columns have been classified as &#8220;safe&#8221; on the assumption that  the  steel<br \/>\nprovided is  more  than  what  is required.  Even this namely what is actually<br \/>\nprovided is known only to the contractor who executed the work since the  same<br \/>\ncannot be checked now.  No doubt, he has suggested that the building as exists<br \/>\nnow  (Ground  plus  7  upper floors) can be strengthened together satisfactory<br \/>\nperformance all through out  the  life  of  the  structure  by  following  the<br \/>\nmodifications\/ alterations  as  suggested  by  him.    In  this  regard, it is<br \/>\nrelevant to refer that Dr.  Aravindan had taken the service of Professor  S.R.<br \/>\nGandhi,  Professor  and Consultant, Geotechnical Division, Department of Civil<br \/>\nEngineering, I.I.T., Chennai-36.  Here, it is relevant to note that Dr.   S.R.<br \/>\nGandhi in  his  letter  dated 16-8-2003 addressed to Professor P.K.  Aravindan<br \/>\nhas complained that &#8220;&#8230;Surprisingly, both the soil investigation reports have<br \/>\nnot provided any consolidation test results.  In absence of this data,  it  is<br \/>\nvery difficult  to  estimate  the  settlement of the building.  However, it is<br \/>\nfelt that the settlement is likely to exceed the permissible limits  for  such<br \/>\nfoundations&#8230;.&#8221; In the absence of &#8220;soil investigation report&#8221; and &#8220;settlement<br \/>\nof  the  building&#8221;,  I  am  of  the  view  that  it is difficult to accept the<br \/>\nsuggestions made by Dr.  P.K.  Aravindan, who relied  on  the  advice  of  Dr.<br \/>\nS.R.Gandhi.  Dr.   Aravindan has also suggested that the soft clay strata form<br \/>\n3.75m to about 8m be improved by cement jet grouting for the  entire  building<br \/>\narea plus  2m  wide  area  beyond the edge of the foundation.  It is not clear<br \/>\nwhether it would be possible to inject the cement slurry  uniformly  over  the<br \/>\nentire  area  in  clay  layer  at  such  depth  and that too with the existing<br \/>\nfoundations in place.  Further, cement slurry will not percolate through  clay<br \/>\nlayer and that too uniformly.  Dr.  Aravindan has also suggested strengthening<br \/>\nof some  columns by jacketing.  I have already referred to that even according<br \/>\nto him, it is clear from Table-I that out of a total of 38 columns, 34 columns<br \/>\nin ground floor are unsafe and require jacketing.  Same  is  the  case  almost<br \/>\nupto fourth floor and certain columns are unsafe even upto fifth floor.  It is<br \/>\nclear  that these columns are to be jacketed upto that level by adding a fresh<br \/>\nlayer of concrete around the existing  columns  after  adding  required  extra<br \/>\nsteel.   Here  again, it is to be noted that the old and the new concrete will<br \/>\nact as two different cores and will not act in unison completely.  As  rightly<br \/>\npointed  out,  extending  the rods to the next floor through the existing roof<br \/>\nbeam will be impracticable.  Even if it is done, there will  be  breaking  the<br \/>\nconcrete  at  the junction of beam and column and recasting the same after the<br \/>\nrods are extended.  According to the respondents, if this is adopted the  beam<br \/>\nunder  loading may separate from the column and fail that will lead to serious<br \/>\ndisaster.\n<\/p>\n<p id=\"p_57\">18.  Coming to the report of Mr.  Mohan Ramanathan, according to  him,  design<br \/>\ncheck  on  the  corner column using SP-16 for Biaxial bending reveals that the<br \/>\ncolumn section is grossly inadequate to the loads coming on it.  He has opined<br \/>\nthat the reasons for failure of the corner column (J-Type)is over loading  due<br \/>\nto additional  stories  built.    He  has  concluded that from structural view<br \/>\npoint, top four floors are to be dismantled to make the building safe and  the<br \/>\nloads on  the  existing structural members to be within safe limits i.e.  only<br \/>\nCar Park place plus four livable  floors  to  be  allowed.    He  has  finally<br \/>\nconcluded  that  under  the  present  loading  of  G + 8 floor, the structural<br \/>\ncapacity of the columns is unsafe.  He has also  suggested  two  alternatives.<br \/>\nAs  per  alternative-1,  the  strengthening  already  done  at ground level is<br \/>\nsufficient to take care of Seismic loading on the  truncated  structure.    By<br \/>\nremoving top 4 floors to decrease the loading at the foundation level.  Due to<br \/>\nreduction  in  the  foundation  loads,  the loads at the footing level will be<br \/>\nreduced to within the safe beaming capacity and  there  will  be  no  fear  of<br \/>\nexcessive settlement  or foundation failure.  He also suggested alternative-2.<br \/>\nAccording to which, if any more additional floors are to be permitted beyond G<br \/>\n+ 4 floors, then the structure will require extensive strengthening  both  for<br \/>\nthe structural  members  as  well  as  for  the  foundation.  He observed that<br \/>\nwithout strengthening measures, the additional floors will impose heavy loads,<br \/>\nwhich are unsafe to the structure and its foundation.  He also suggested  that<br \/>\nthe  maximum number of floors that can be permitted after strengthening of the<br \/>\nfoundation and structural members shall be  restricted  to  Ground  plus  six.<br \/>\nThis  means,  one  more floor is to be removed positively (7th floor) from the<br \/>\npresent structure.  For adopting alternative-2, he suggested certain  measures<br \/>\nfor strengthening  the building.  He also suggested for driving piles upto 20m<br \/>\ndepth and connect them to the existing footings.  It is  the  apprehension  of<br \/>\nthe  respondents  that  driving  piles  with the ground floor roof in place is<br \/>\nimpossible.  Further, stitching the existing footing with the piles will again<br \/>\nmean breaking open the footings, exposing their rods,  tying  additional  rods<br \/>\nand reconcreting.    This  again  will  mean a construction joint and the same<br \/>\ncannot be accepted.  It is the  apprehension  of  the  first  respondent  that<br \/>\ndismantling  the  existing foundation and casting a new pile cap is impossible<br \/>\nwith keeping the column intact with the load of eight floors  resting  on  it.<br \/>\nAs rightly  argued, though he (Mr.  Mohan Ramanathan) has suggested structural<br \/>\nstrengthening of columns and other members, he has  not  discussed  in  detail<br \/>\nabout the  method  of strengthening.  However, he has indicated that the outer<br \/>\ncolumns can take only a maximum of four floor loads.\n<\/p>\n<p id=\"p_58\">19.  Coming to the report of Mr.  S.  Ramachandran, according to him,  as  per<br \/>\nthe  analysis and design results obtained, the columns need to be strengthened<br \/>\nin many floors for the present stilt + 7 floors.  He suggested that soil below<br \/>\nthe foundation has to be stabilised and strengthened by cement slurry grouting<br \/>\nand a raft foundation as suggested by Prof.Dr.  S.R.Gandhi of I.I.T.,  Madras.<br \/>\nRegarding  strengthening  of  the building for withstanding the loads from the<br \/>\npresently  existing  stilt  +  seven  floors,  he   has   suggested   complete<br \/>\nstrengthening  of  the  foundations under expert guidance in design, detailing<br \/>\nand execution.  According to him, this almost amounts to total revamp  of  the<br \/>\nfoundation system  currently provided.  He further opined that apart from cost<br \/>\nconsiderations, the process of re-structuring the foundation  is  a  difficult<br \/>\nprocess and  needs to be undertaken with utmost supervision and care.  He also<br \/>\ninformed that  in  the  recently  published  Indian  Standard  for  earthquake<br \/>\nresistant  design  of  buildings, IS:1893-2002, Chennai has been brought under<br \/>\nZone-III of the seismic zoning map of India.  According to him, this  building<br \/>\nhas to be strengthened in accordance with the above code.\n<\/p>\n<p id=\"p_59\">20.  Though Mr.R.   Krishnamoorthi  and  Mr.    A.L.  Somayaji, learned senior<br \/>\ncounsel  for  the  owner  and  builder  respectively  heavily  relied  on  the<br \/>\nsuggestions of the  three  Experts,  particularly  Dr.  P.K.  Aravindan, it is<br \/>\nclear from their reports that lesser steel have been used in the columns  than<br \/>\nthe minimum as  specified  by  the Indian Standard.  Though Dr.  Aravindan and<br \/>\nMohan Ramanathan have referred only about the structural capacities of columns<br \/>\nand footing and not about the safety of the beams and slabs, when 34 out of 38<br \/>\ncolumns are under reinforced and when the loads provided for them is less than<br \/>\nthe absolute minimum for the prescribed standard, it is difficult  to  believe<br \/>\nthat the  beams  and  the  slabs  are properly designed and reinforced.  It is<br \/>\nrelevant to note that S.  Ramachandran, Superintending Engineer, Public  Works<br \/>\nDepartment  has  clearly stated that complete strengthening of the foundations<br \/>\nunder expert guidance in design, detailing  and  execution  amounts  to  total<br \/>\nrevamp of  the foundation system currently provided.  He added that apart from<br \/>\ncost  consideration,  the  process  of  re-structuring  the  foundation  is  a<br \/>\ndifficult process and needs to be undertaken with utmost supervision and care.<br \/>\nConsidering  all these aspects, I am satisfied that the suggestion made by the<br \/>\nthree Experts are not full proof method.  As rightly argued, the public safety<br \/>\nshould be taken into account while implementing the suggestions  made  by  the<br \/>\nExperts,  more  particularly  when  the steel provided in the column is 41 per<br \/>\ncent of the requirement, that too only taking into consideration of dead  load<br \/>\nalone and  not  live  load.  In those circumstances, I am unable to accept the<br \/>\nsuggestions for keeping the building, namely, stilt plus 7 floors  (8th  floor<br \/>\nsince removed).\n<\/p>\n<p id=\"p_60\">21.   Now  I  shall  consider  whether  the  action taken by the Commissioner,<br \/>\nCorporation of Chennai and Member Secretary, CMDA is in  consonance  with  the<br \/>\nstatutory provisions.    I  have  already  referred  to the fact that planning<br \/>\npermission was granted in favour of the petitioners for construction of  stilt<br \/>\nplus 4  floors (G + 4).  Admittedly, the building was constructed stilt plus 8<br \/>\nfloors.  After noticing the concrete pillars in the  multi  storeyed  building<br \/>\n(petitioner&#8217;s  building)  started cracking and the steel rods were found to be<br \/>\nexposed and bent which posed threat to cause damage to the life  and  property<br \/>\nof  their  building  and  also  the general public, Paxina Owners&#8217; Association<br \/>\nresiding  at  No.10,  Bishop  Wallers  Avenue,  Mylapore  (neighbour  to   the<br \/>\npetitioner&#8217;s  multi-storeyed building) made a complaint to the Commissioner on<br \/>\n27-5-2003.  Section 258 of the M.C.M.C Act enables the  Commissioner  to  take<br \/>\nappropriate action  to  prevent  danger  from  such  building.    The relevant<br \/>\nprovision reads as under:\n<\/p>\n<p id=\"p_61\">&#8220;258.  Precautions in case of dangerous structures.-(1) If  any  structure  be<br \/>\ndeemed by the commissioner to be in a ruinous state or dangerous to passers by<br \/>\nor to the occupiers of neighbouring structures, the commissioner may by notice<br \/>\nrequire  the  owner or occupier to fence off, take down, secure or repair such<br \/>\nstructure so as to prevent any danger therefrom.\n<\/p>\n<p id=\"p_62\">(2) If immediate action is  necessary  the  commissioner  may  himself  before<br \/>\ngiving  such  notice  or  before  the period of notice expires fence off, take<br \/>\ndown, secure or repair such structure or fence off a part  of  any  street  or<br \/>\ntake  such  temporary measures as he thinks fit to prevent danger and the cost<br \/>\nof doing so shall be recoverable from the owner  or  occupier  in  the  manner<br \/>\nprovided in section 387.\n<\/p>\n<p id=\"p_63\">(3)  If  in  the  commissioner&#8217;s  opinion,  the  said  structure is imminently<br \/>\ndangerous to the inmate thereof, the commissioner shall  order  the  immediate<br \/>\nevacuation  thereof  and  any  person  disobeying may be removed by any police<br \/>\nofficer.&#8221;\n<\/p>\n<p id=\"p_64\">The above provisions enable the Commissioner to  issue  notice  requiring  the<br \/>\nowner or occupier to fence off, take down, secure or repair any structure that<br \/>\nwas  found  to  be  in  a  ruinous  state or dangerous to passers by or to the<br \/>\noccupiers of neighbouring structures, so as to prevent any  danger  therefrom.<br \/>\nIf  the  condition of the structure or building requires immediate action, the<br \/>\nCommissioner may himself even before giving notice or  before  the  period  of<br \/>\nnotice  expires,  fence  off,  take  down,  secure or repair such structure to<br \/>\nprevent danger and recover the cost of doing from the owner or occupier in the<br \/>\nmanner provided in Section 387 of the Act.   In  the  counter  affidavit,  the<br \/>\nCommissioner,  Corporation  of  Chennai  has  explained that on receipt of the<br \/>\ncomplaint dated 27-5-2003, he had given necessary directions to the officials,<br \/>\nincluding the City Engineer to inspect the building in question and  submit  a<br \/>\nreport.  The City Engineer made an inspection on 27-5-2 003 in the presence of<br \/>\nrepresentatives  of the Builders and submitted a report to the Commissioner on<br \/>\nthe same day stating that the construction was completed for stilt plus  eight<br \/>\nfloors  as  against the sanction of stilt plus four floors and a column in the<br \/>\nwest corner had developed cracks due to the reinforcement in the column  which<br \/>\nhas been  buckled  and  he  also noticed cracks in the adjacent walls.  In the<br \/>\nreport the City Engineer  explained  that  it  is  a  dangerous  building  for<br \/>\noccupation.   Based  on  his  report,  the  Commissioner on 27-5-2003 issued a<br \/>\nnotice under Section 258 of the M.C.M.C Act, in and by  which  the  petitioner<br \/>\nbuilder  was  asked, within 7 days of service of the notice to fence off, take<br \/>\ndown, secure and repair such building so as to prevent any  danger  therefrom.<br \/>\nIt is further seen from the counter affidavit that on 30-5-2003, he received a<br \/>\nreport from  the  Superintending  Engineer,  Public Works Department.  In that<br \/>\nreport, the Superintending Engineer mentioned that the  building  in  question<br \/>\nwas in  dangerous  condition  posing  threat to the public.  He also mentioned<br \/>\nthat the design structure was unsafe  and  the  actual  reinforcement  in  the<br \/>\ncolumn is  only 6.78 cm2 (6 Nos.) as against the requirement of 23.85 cm2.  He<br \/>\nalso expressed that  the  steel  used  is  just  about  1\/4th  of  the  actual<br \/>\nrequirement.   He  further mentioned that as the columns had not been suitably<br \/>\ndesigned, the structure was not stable for the  existing  condition  of  stilt<br \/>\nplus 8 floors and that the reinforcement provided was just sufficient only for<br \/>\nstilt plus  4  floors.    Based  on the report of the Superintending Engineer,<br \/>\nPublic Works Department and the City Engineer of Corporation of Chennai, after<br \/>\ndue deliberation and  after  satisfying  himself  that  the  building  was  in<br \/>\ndangerous  conditions,  posing threat to the life, it was decided to pull down<br \/>\nthe unauthorised and unsafe structure  immediately.    In  exercise  of  power<br \/>\nconferred on the Commissioner, Corporation of Chennai under Section 258 (2) of<br \/>\nM.C.M.C.   Act,  notice dated 30-05-2003 was issued by giving 12 hours time to<br \/>\npull down the unauthorised structure except  stilt  plus  4  floors  and  also<br \/>\nsimultaneously issued  notice  under  Section 378 of the Act.  Apart from this<br \/>\nspecific assertion in the counter affidavit,  namely,  the  complaint  by  the<br \/>\nneighbours,  inspection  by  the  officials  including  the  City  Engineer on<br \/>\n27-5-2003, initial notice, inspection of Superintending Engineer, Public Works<br \/>\nDepartment on 30-5-2003 and notice under Section 258 (2) made in  the  counter<br \/>\naffidavit,   learned   Advocate  General  has  also  produced  File  from  the<br \/>\nCommissioner, Corporation of Chennai which contains all  the  above  mentioned<br \/>\nmaterials.   I  have  gone through all the details and I am satisfied that the<br \/>\nCommissioner has considered all the relevant materials and by  virtue  of  the<br \/>\npower  conferred  under  Section  258  of  the M.C.M.C.Act, taking note of the<br \/>\ndesign structure, actual reinforcement  in  the  columns  which  were  unsafe,<br \/>\nissued notice  under  sub-section (2) of Section 258.  I have already referred<br \/>\nto the fact that the construction and above the permissible  area  namely  5th<br \/>\nfloor to  8th floor is an unauthorised one.  In this regard, it is relevant to<br \/>\nrefer a decision of the Supreme Court in <a href=\"\/doc\/1937304\/\" id=\"a_1\">M.I.  Builders Pvt.  Ltd.  v.  Radhey<br \/>\nShyam Sahu<\/a>, reported in (1999) 6 Supreme Court Cases 464.  In  that  decision,<br \/>\nTheir  Lordships  have  held  that  if it is an unauthorised construction, the<br \/>\nCourt should order demolition of such structure even though  builder  invested<br \/>\nconsiderable amount.  The following conclusion\/observation is relevant:  (para\n<\/p>\n<p id=\"p_65\">73)<\/p>\n<p>&#8220;73&#8230;&#8230;This  Court  in  numerous  decisions  has  held that no consideration<br \/>\nshould be shown to the builder or  any  other  person  where  construction  is<br \/>\nunauthorised.  This dicta is now almost bordering the rule of law.  Stress was<br \/>\nlaid  by  the appellant and the prospective allottees of the shops to exercise<br \/>\njudicial discretion in moulding the relief.    Such  a  discretion  cannot  be<br \/>\nexercised   which   encourages   illegality   or  perpetuates  an  illegality.<br \/>\nUnauthorised construction, if it is illegal and cannot be compounded,  has  to<br \/>\nbe demolished.   There is no way out.  Judicial discretion cannot be guided by<br \/>\nexpediency.  Courts are not free from statutory fetters.   Justice  is  to  be<br \/>\nrendered in  accordance  with  law.    Judges  are  not  entitled  to exercise<br \/>\ndiscretion wearing the robes of judicial  discretion  and  pass  orders  based<br \/>\nsolely on  their  personal  predilections and peculiar dispositions.  Judicial<br \/>\ndiscretion wherever it is required to be exercised has  to  be  in  accordance<br \/>\nwith law and set legal principles&#8230;..&#8221;.\n<\/p>\n<p id=\"p_66\">In  the facts, materials and circumstances demonstrated in the case on hand, I<br \/>\nam of the view that the said decision is directly applicable to  the  case  on<br \/>\nhand  and  I  hold  that the Commissioner, Corporation of Chennai is perfectly<br \/>\nright in issuing notice under sub-section (2) of Section 258 and there  is  no<br \/>\nground for  interference.    It  is also settled law that even after obtaining<br \/>\nplanning permission under the Tamil Nadu Town and Country  Planning  Act,  the<br \/>\nconstruction  of  the  building  is  subject  to  fulfilling the provisions of<br \/>\nM.C.M.C.  Act.  I conclude that notice issued under Section 258 as well as 378<br \/>\nof M.C.M.C.  Act are valid.\n<\/p>\n<p id=\"p_67\">22.  Coming to the action taken by the Member Secretary, Chennai  Metropolitan<br \/>\nDevelopment  Authority, it is true that the Power of Attorney has submitted an<br \/>\napplication for regularisation of the building at No.11 and 12, Bishop Wallers<br \/>\nAvenue, Mylapore, Chennai-4 and paid regularisation charges also.  It is  also<br \/>\ntrue that  N.O.C.   for power supply and CMWSSB connection of Sewere and Water<br \/>\nwas issued by the Chennai Metropolitan Development Authority in  their  letter<br \/>\ndated 11-02-2003.    However, it is brought to my notice that subsequently, on<br \/>\n27-5-2003 the construction was inspected and it  was  noticed  development  of<br \/>\nsome  cracks  in  one of the columns and due to this, the front main wall also<br \/>\ndevelped with  cracks.    Therefore,  a  show  cause  notice  was  issued  for<br \/>\ncancellation of  N.O.C.    in  their  letter dated 28-5-2 003 and the same was<br \/>\nacknowledged by the owner on 29-5-2003.  The owner  had  sent  a  reply  dated<br \/>\n31-5-2003  stating  that  remedial measures are being taken by appointing Swiz<br \/>\nMultinational Company.  Though Chennai Metropolitan Development Authority  has<br \/>\nissued  N.O.C  for  getting  power supply, sewere and water connection, in the<br \/>\nlight of the provisions of M.C.M.C.  Act, I am of the view that the  issue  of<br \/>\nN.O.C.  for the building does not amount to grant of planning permission under<br \/>\nthe Act.    As  on  date,  the construction of the building more and above the<br \/>\nplanning permission issued by the concerned authority stands unauthorised.  In<br \/>\nthose circumstances, the action  taken  by  Chennai  Metropolitan  Development<br \/>\nAuthority forfeiting the security deposit cannot be faulted with.\n<\/p>\n<p id=\"p_68\">23.   In  the  light  of  what is stated above, I do not find any merit in the<br \/>\nclaim made by the petitioners and  I  hold  that  the  actions  taken  by  the<br \/>\nCommissioner,  Corporation  of  Chennai  and  the  Member  Secretary,  Chennai<br \/>\nMetropolitan Development  Authority  are  in  accordance  with  the  statutory<br \/>\nprovisions and  they  are  within  their  powers.   Therefore, I hold that the<br \/>\nCommissioner, Corporation of Chennai is fully justified in directing the owner<br \/>\nand the Builder to demolish the unauthorised construction,  except  the  stilt<br \/>\nplus  four  floors  in  premises  No.11  and 12, Bishop Wallers Avenue (South)<br \/>\nMylapore, Chennai-4.  Equally,  the  Member  Secretary,  Chennai  Metropolitan<br \/>\nDevelopment  Authority  is  also  fully  justified  in forfeiting the security<br \/>\ndeposit.  Consequently, all  the  Writ  Petitions  fail  and  are  accordingly<br \/>\ndismissed.  No costs.  All the connected miscellaneous petitions are closed.\n<\/p>\n<p id=\"p_69\">R.B.\n<\/p>\n<p id=\"p_70\">Index:- Yes<br \/>\nInternet:- Yes<\/p>\n<p>To:-\n<\/p>\n<p id=\"p_71\">1.  The Commissioner,<br \/>\nCorporation of Chennai,<br \/>\nChennai-600 003.\n<\/p>\n<p id=\"p_72\">2.  Member Secretary,<br \/>\nChennai Metropolitan Development<br \/>\nAuthority, Gandhi Irwin Road,<br \/>\nChennai-8.\n<\/p>\n<p id=\"p_73\">\n","protected":false},"excerpt":{"rendered":"<p>Madras High Court Mrs. A. Sreedevi vs The Commissioner on 23 September, 2003 IN THE HIGH COURT OF JUDICATURE AT MADRAS Dated: 23\/09\/2003 Coram The Hon&#8217;ble Mr. Justice P. SATHASIVAM Writ Petition No. 15952 of 2003 and W.P.Nos. 17159 and 17186 of 2003 and W.P.M.P.Nos.20023, 21497, 21451, 21496, 21450 of 2003 and W.V.M. P.No. 1129 [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_lmt_disableupdate":"","_lmt_disable":"","_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[8,13],"tags":[],"class_list":["post-260886","post","type-post","status-publish","format-standard","hentry","category-high-court","category-madras-high-court"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.0 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Mrs. A. 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