DETAILED PROCEDURE OFTECHNICAL SAFETY AUDIT Guwahati Metropolitan Development Authority Bhangagarh, Guwahati-781005 STATFED BUI LDI NG, BHANGAGARH, GUWAHATI -781005 Tel:0361-2529650/9824Fax: 0361-2529991Website: www.gmda.co.in E-mail: ceo_gmda@yahoo.com NO. GMDA/GEN/16/09 (Part-2)/63 Dated: 31st January 2012 PUBLIC NOTICE FOR TECHNICAL SAFETY AUDIT This is for information of all concerned that Section 58.20 (iii) of the Building Byelaws requiresthatallpublicandapartmentbuildingofheightabove12mrequiredrecordsof constructionatplinthlevel,1ststorey,middlestoreyincaseofmultistorybuildingandlast storey in addition to other tests, reports on construction the details of which and procedure, formats etc. are available in Chapter VI of the Building Byelaws which may also be seen in our website www.gmda.co.in . Authoritynowproposestocheckrandomlysomesuchbuildingstoexamineifthis provisioniscompliedwithandifnotwillconductitsownassessmentthroughourappointed firm and the expenditure will berealized from the defaulting parties with immediate effect. The details of expenditure that the defaulting parties/developers may have to be incurred are beingmadeavailableinourwebsitealongwiththeotherdetailedprocedureoftheaudit within48hoursofpublicationofthisnotice.Theparties/buildersarefreetoconductthe examinationbythemselvesalsoasperthedetailedproceduremadeavailableinourwebsite andsubmittheresult toAuthority. Howevertheself-assessmentisrequiredtobecompleted within one month from updating the detailed procedure in our website. Allconcernedofthesebuildingsarealsorequiredtokeepthedocuments/testreport etc.requiredatsiteandshouldmakeavailablethesedocumentsandallotherinformation related to the construction to the firm engaged by Authority and staffs of the Authority as and when they visit the site for inspection. The report and corrective measures, if required will be made available to the concerned parties for necessary corrective measures from their end. Anywillfulobstructionorrefusaltomakeavailabledocumentsforinspectionbyour appointed firms/staffs of GMDA may invite subsequent action from GMDA. Sd/- (Dr. M. Angamuthu, IAS) Chief Executive Officer Guwahati Metropolitan Dev. Authority Bhangagarh, Guwahati-5 Detailed procedure of Technical Safety AuditPage No.: 1 DETAILED PROCEDURE OF TECHNICAL SAFETY AUDIT SCOPE OF TECHNICAL SAFETY AUDITTechnical Safety Audit will be conducted in two phases as given below: TheTechnicalSafetyAuditwillbedoneforExistingandunderconstruction building, above (G+2) within Guwahati Metropolitan area in following manners. Buildings forwarded for Technical Audit from time to time provided that if private parties/developers/ownersapproachtheconcernedFirm/Institutionforsuchauditthey will do the technical audit and submit a report to GMDA also. (1)PHASE - ITheTechnicalAuditisapurelytechnicalachievementwheretechnically soundpersonal/ExperiencedCivilEngineerofERECTEAMwillconducttheaudit with a few handheld equipments in following steps :Step-I:KeenobservationsshallbedoneforRVSonlybyErecTeamMember (ETM).DuringRapidVisualScreening(RVS)period,photographsalso havetobetakenforfurtheranalysis&identificationofthebuilding. Thevisibledefects/damages,disorderandanyinfirmityhavetobe keenlyobservedandlistout.Laptopwillbeusedasrecordmediafor collected data and photographs.Step-II:TheNDTequipmentSchmidtHammeristobeappliedifrequiredto check the quality of concrete used in the building.Step-III: Built-up area and height of the building shall be measured and recorded.Step-IV: Designofstructure(ifavailable)and/orbuildingpermissionwillbe verifiedwiththecomplianceofactualstructureofthebuildingbythe ETM. Step-V:Forunderconstructionbuilding,qualityofmaterialsusedhastobe checkedandInformtobuildertochecktheprogressworktogetthe earthquakeresistancestandard/safetysothat,ifanyanomalyfound, retrofittingcanbydoneimmediately.Subsequently,therecords submitted to the concern authority i/e 1st party.Step-VI: Thetechnicalreport(Phase-1)willbepreparedwithin7(seven)days from the date of completion of field works and submit the same to the 1st party.This Phase-I study will cover following: (i)TechnicalAuditaspermodel Performa fortechnicalauditenclosed at Annexure-VII of all buildings under construction. (ii) StructuralinspectionreportasperAnnexure-VIIIofallcompleted buildings. (iii) The above requirements to be supported with- Detailed procedure of Technical Safety AuditPage No.: 2 (a) Photograph of the building as completed/under construction as on date of inspection. (b) Adetailedinspectionreportalongwithplanshowingthe construction carried out in site plan of the plot. (iv) In addition to above the Rapid Visual Screening of building as per format at Annexure-X or any other method also can be used. (v) Recommendation based on above study for each building.(a) Recommendationwillmainlyfocusedonthestructuralsafety assessmentofeachbuildingexaminedandsuggestcorrective/ remedial measures, if any. (b) ItwillalsorecommendiffurtherNDTisrecommendedandreasons forwhichtheNDTrecommendedandsuchtestisrequiredtobe conducted. (c) If however as per the Phase-I study, no further structural assessment and audit is recommended for any building the same also be pointed out by concern experts. (vi) Reportshouldconsistof(1)Fielddata(Softwareoperated),(2)Few photographs,(3)Analysisandexpertview.Allreportanddocuments shall be in English with 3 (three) hard copies and 1 (one) soft copy. (2)PHASE-IIAfter recommendation of Technical Safety Audit and structural inspection in phase-INon-DestructiveTestingservicemayhavetobedoneforcheckingoverall quality&safetyofbuildingswiththehelpofNDTequipments.Accordingly,the datashallbesorting&analyzeforproperidentificationofweakestpointsand safety level of the building that Retrofitting can be doneas the remedial measures taken by the owner of the building.However the consultancy of retrofitting is not covered within the scope of this proposal. Incaseofunderconstructedbuilding,theTechnicalauditshallbeinphase manner. The NDT equipments are also applicable in this type of audit. (i)ThefunctionandfeaturesofusableNDTequipmentsinbothnewand existing building are summarized as follows. a)PileIntegrityTest:PileIntegrityTesting(PIT)isaNon-Destructive TestingequipmentshallbeusedforTechnicalAuditoffoundationof the building specially for pile foundation whereas the parameters like Length ofthe Pile, Quality of pile, anyCrack, break,voids inside the pile etc. can be determined. b)RebarDetection:Thecompact,lightweightProfometer5+rebar detectionequipmentshallbeusedtodetectthepositionofRebar (Reinforcement), Concrete Coverage, Span and diameter of rebar. Detailed procedure of Technical Safety AuditPage No.: 3 c)Corrosion Analyzing:The Canin+, the corrosion analyzing instrument shall be used for assessment of conductivity of concrete and presence of corrosion of steel inside concrete. d)Ultrasonic Crack detector:Tico- is an ultrasonic instrument shall be usedtodetecttheuniformityofconcrete,cavities,cracksand defects, the modulus of elasticity and compressive strength. e)CompressiveStrengthofConcrete(QualityTest):TheSchmidt Hammer(Digi-Schmidt)isoneofthemodern&sophisticatednon-destructiveTestingequipmentshallbeusedtodeterminethe compressivestrengthofanytypeofconcrete.Itisalsotheprime equipment for evaluating the quality of concrete. (ii)Basic Technical Requirement and Specification a)Nature of Technical Safety Audit: Nature of audit will be the technical safetyauditofallGround+2R.C.C.buildingsandaboveboth completedandunderconstructionallowedbyGMDAandGMCfrom year 2002. b)Touseup-to-datetechnicalmachineryandknowhowwithout damaging existing buildings c)Thefirms/institutionsshouldhavetechnicalknowledge,adequate qualifiedtechnicalmanpowerandequipmentforconductingsuch safety audit. Theconsultantmayalsosuggestandengageanyothermethodasmaybe suitabletoarriveatadefiniteconclusionwithpriorapprovalofSecond Party. Recommendation based on the NDT and testing report should consist of the reportofoverallqualityofthebuildingindicatingtheweakestpointsfor safetyandprospectiveremedialorretrofittingmeasuresforsound condition. All reportand documents shall be in English with 3 (three)hard copies and 1 (one) soft copy. (iii)TestdataCollectionandrecord:Beforetestingtheworkpiece(RCC Building),thetestpointshallbepreparedbyrubbingandcleaningthat actual datacan be obtain by applyingthe NDT equipments. The test data shallbeproperlycollectedbyequipmentautomaticallyandsubsequently manuallyrecorded.Further,thedatashallbesortedandcategorizedfor preparation of Technical audit report. (iv)Technical Audit Report:A Structural Inspection report (Phase II) shall be preparedperformingtheNonDestructiveTestingofthebuilding.This report consist ofcategorized Test data, Photographs ofthe building along withtheexpertview(suggestion)andshallbesubmittedtoGMDA(First Party). Detailed procedure of Technical Safety AuditPage No.: 4 (3)Quality Assurance Plan: Thefirmsshouldhavetoensurequalityofassuranceinhiswork.Ateam fromGMDAwillcontinuallychecktheworkandmaysuggestadditional requirement/information as per checking, if required. Selected Firms: (1)Authority has selected Environmental Research and Evaluation Centre, MPG Complex,R-2,Rupnagar,Guwahati-781032throughatransparentbidding processfortheworkContactNo.0361-2525437,Email mpguw2@rediffmail.com. Details of rates of the firm accepted by the Authority may be seen at Annexure-XI &XII.Providedthatincaseofindividualparty/owner/developerapproachthe Firmdirectlyforsuchauditthepaymentwillthenbemadebytheseparties directly to the Firm. (2)Providedthatindividualparties/owner/developermayconductthe technical safety audit through IIT, Guwahati, Assam Engineering College and AssamEngineeringInstitute,Chandmariwhoarealreadyauthorizedby GMDAfor3rdpartycheckingofStructuralDesigns/StructuralDesignBasic Report (SDBR). However, fee for the Technical Safety Audit will be borne by the concerned developer/owner. (3)Thefeecanalsobenegotiatedconsideringthecomplexityandmagnitude by the client and the firm/institution between them. Theseinstitutionsarehoweverfreetoconducttheauditaspertheirown formatbuttherecommendationsshouldbeintheformaspertherequirement given by us for phase-I & II as the case may be. Detailed procedure of Technical Safety AuditPage No.: 5 ANNEXURE- VII (For buildings under construction) MODEL PROFORMA FOR TECHNICAL AUDIT REPORT 1. Design

COMMENTS 1.1Design / Drawings availableY/N 1.2 Design Category Type Design? Specific design? Y/N Design to be collected to refer to Design Consultant / H.O. 1.3Drawings prepared / checked by competent Authority ? Y/N 1.4 Design Drawings / details Structural detailed included Earthquake / cyclone resistant features included? Y/N 1.5Design verified / vetted by Dept. / Govt. approved agency / competent authority? Y/N 1.6Design changes approved by Dept. / Govt. approved agency / competent authority? Y/N 2. Foundation 2.1 Foundation used Existing/New 2.2.1Ifexisting foundation used 2.2.1 Depth of foundation below ground : 70cm 2.2.2 Type of foundation : Isolated/Combined/Raft/Piled etc. 2.2.3 Thickness of masonry (above ground):2.2.4 Mortar used and Mix of cement mortar: Cement-Sand/Lime and 1:4/1:6/Leaner 2.2.5 Grade of concrete (M20): Y/N 2.2.6 Height up to Plinth: ________________ cm 2.2.7 If stone masonry 2.2.7.1Through Stones : Yes/No, if Yes Adequate / Inadequate 2.2.7.2Corner Stones : Yes/No, if Yes Adequate/Inadequate 2.3 If new foundation used 2.3.1 Depth of foundation below ground : _____ 70cm 2.3.2 Type of foundation : Isolated/Combined/Raft/Piled etc. 2.3.3 Thickness of Masonry above plinth : ____________________________ 2.3.4 Mortar used and Mix of cement mortar (1:4): Cement sand/lime/mud andY/N 2.3.5 Grade of concrete (M20):Y/N2.3.6 Height up to Plinth: 60cm Detailed procedure of Technical Safety AuditPage No.: 6 2.3.7 If stone masonry 2.3.7.1 Through Stones : Yes/No, if YesAdequate/Inadequate 2.3.7.2 Corner Stones : Yes/No, if YesAdequate/Inadequate Vertical reinforcement in foundation : Yes/No 3Walling 3.1 Type of masonry : Brick/PCC Blocks/ Stone 3.2 Mortar used : Cement Sand/Lime 3.3 Mix of cement mortar : 1:4/1:6/Leaner 3.4 Thickness of wall : >23cm/23cm/23cm 3.5 Mixing of mortar: OK/Not OK 3.6 Joint Property filled : OK/NOT OK 3.7 Wetting of bricks : Good/ Medium/ Poor 3.8 If stone masonry 3.8.1 Through Stones : Yes/No 3.8.2 Corner Stones : Yes/No 3.9Overall workmanship : Good / Medium / Poor 4 Roofing 4.1 Type of roof: Flat/Sloping 4.2 If sloped : A.C. sheet/ G.I. sheet /Morbid tiles 4.3 Purlins : Angle-Iron / Timber / NA 4.4 Truss type : _______________________ 4.5 Anchorage with wall : Adequate/ Inadequate/ NA 5 Materials 5.1 Cement 5.1.1 Source : Authorized Dealer/ Market 5.1.2Type of cement : OPC/PPC/PSC 5.1.3If OPC : Grade (33/ 43/ 53) 5.2 Sand 5.2.1Type of sand : River sand / Stone dust 5.2.2Presence of deleterious materials : Mild / Moderate/ High 5.3 Coarse Aggregates 5.3.1Type coarse Aggregates : Gravel/ Crushed Stone 5.3.2Presence of deleterious material : Mild/ Moderate / High 5.4 P.C.C. Blocks (Applicable for onsite production) 5.4.1Type of P.C.C. Blocks : Solid blocks/Hollow blocks Detailed procedure of Technical Safety AuditPage No.: 7 5.4.2Ratio of concrete in blocks : __________________ 5.4.3Interlocking feature : Yes/No 5.4.4Course aggregates used : Natural/ Crushed stone 5.5 Bricks Blocks, Stone etc. 5.5.1Strength (field assessment) : Low/Medium/High 5.5.2Dimensional accuracy : Yes/No 5.6 Concrete 5.6.1.Mix of concrete : M20/Design Mix 5.6.2Batching : Weigh batching/Volume batching 5.6.3Compaction: Vibrators/Thappies and rods 5.6.4Workability : Low / Medium / High 5.6.5Availability of water : Optimum/Sufficient / Insufficient 5.6.6Curing : Satisfactory/Unsatisfactory. 5.7 Reinforcing Steel 5.7.1Type of Steel : Plain mild steel/HYSD bars 5.7.2Source : Authorised Dealer/Market 5.7.3Whether IS marked: Yes/No 5.7.4Conditions of bars : Clean/Corroded 5.7.5Fixing of reinforcement as per drawing : Yes/No 5.7.6Suitable cover : Yes/No 5.7.7Spacing of bars : Regular/Irregular 5.7.8Overlaps as per specifications : Yes/ No 5.8 Form Work 5.8.1 Type of Form Work : Timber / Plyboard/ Steel 5.8.2 Use of mould oil : Yes/No 5.8.3 Leakage of cement slurry : Observed/Not observed 5.9Source 5.9.1 Cement 5.9.2 Sand 5.9.3 Coarse Agg. 5.9.4 Bricks 5.9.5 PCC blocks. 6 Seismic resistance features 6.1 Masonry Structures 6.1.1 Provision of bands at Provided Adequate 6.1.1.1 Plinth levelYes/No Yes/No 6.1.1.2 Sill level Yes/No Yes/No 6.1.1.3 Lintel levelYes/No Yes/No 6.1.1.4 Roof level (if applicable) Yes/No Yes/No 6.1.2 If sloped Roof, whether seismic bands are provide at 6.1.2.1 Gable wall top Yes/No Yes/No Detailed procedure of Technical Safety AuditPage No.: 8 6.1.2.2 Eaves levelYes/No Yes/No 6.1.3 Provision of vertical steel in masonry at Provided Adequate 6.1.3.1 Each corner Yes/No Yes/No 6.1.3.2 Each T-junction Yes/No Yes/No 6.1.3.3 Each door joint Yes/No Yes/No 6.1.3.4 Around each window Yes/No Yes/No 6.1.4 Openings 6.1.4.1 Total width of openings : 60% (*-42% for double storey) 6.1.4.2 Clearance from corner : OK/Not OK 6.1.4.3 Pier width between two openings : OK/Not OK 6.2 Framed Structures 6.2.1 Ductile detailing 6.2.1.1 Spacing of stirrup : OK/Not OK 6.2.1.2 Sizes of members : OK/Not OK 6.2.1.3 End anchorage : OK/Not OK 6.2.1.4 Lapping (length, location etc.) : OK/Not OK 6.2.1.5 Angle of stirrup hook : 90 / 135 degrees 6.3 Any testing carried out by Owner/Engg. Supervisor on Testing done Testing results 6.3.1 WaterYes/No OK/Not OK 6.3.2 Cement Yes/No OK/Not OK 6.3.3 Bricks/PCC blocks/Stones Yes/No OK/Not OK 6.3.4 Aggregate Yes/No OK/Not OK 6.3.5 MortarYes/No OK/Not OK 6.3.6 Concrete Yes/No OK/Not OK 6.3.7 Reinforcement Yes/NoOK/Not OK Detailed procedure of Technical Safety AuditPage No.: 9 ANNEXURE- VIII (For completed buildings) STRUCTURAL INSPECTION REPORT (This form has to be completed by registered Structural Designer after his site Inspection and verification regarding compliance of all recommendation by the owner, which in the opinion of the registered structural designer are necessary for safety of the structure) I. Description by title and location of the property including T.P.No., F.P.No. etc. II. Name of the present owner : III. Description of the structure : Class I or Class II (Briefly describe the property in general and the structure in particular) (a) Function(b) Framed construction Residence (with or without shops Apartments (with or without shops Office Bldg. Shopp- ing Centre School, College HostelAuditoria Factory 123456789 A. Load bearing masonry wall construction B. Framed structure Construction Construction and structural materials Critical load bearing element BrickRCCStoneTimberSteel Roof Floor RCCTimberRBCSteelJackarch IV. Year of construction Year of subsequent additions or rectifications (Please describe briefly the nature of additions or rectifications).: V. Date of last inspection report filed : Last filed by whom: (This does not apply to the first report). VI.Soil on which building is founded : i) Any change subsequent to construction: ii) Nearby open excavation: iii) Nearby collection of water: Detailed procedure of Technical Safety AuditPage No.: 10 iv) proximity of drain: v) underground water-tank: vi) R.W. Pipes out-lets: vii) Settlements: VII.The Super-structure (R.C.C. Frame structure) I) Crack in beam or column nature and extent of crack: probable causes. ii)Cover spell: iii) Exposure of reinforcement iv)subsequent damage by user for taking pipes,: conduits, hanging, fans or any other fixtures, etc.: vi)Crack in slab: vii) Spalling of concrete or plaster of slab: viii) Corrosion of reinforcement: ix) Loads in excess of design loads: VIII The Super-Structure (Steel Structure) I) Paintings: ii)Corrosion : iii) Joint, nuts, bolts, rivets, welds, gusset plates: iv) Bending or buckling of members: v)Base plate connections with columns or pedestals : vi) Loading: IX. The Super-Structure (Load bearing masonry structure) Cracks in masonry walls) (Please describe some of the major cracks, their nature,: extent and location, with a sketch, if necessary. X. Recommendations if any : This is to certify that the above is a correct representation of facts as given tomebytheownerandasdeterminedbymeafterSiteInspectiontothe best of my ability and judgment. Therecommendationsmadebymetoensureadequatesafetyofthe structure are compiled with by the owner to my entire satisfaction. (Signature of the Registered Structural Engineer) Date:______________________________________ Name of the registered structural Engineer: Registration No. Address: Detailed procedure of Technical Safety AuditPage No.: 11 ANNEXURE-X Rapid Visual Screening of Indian Buildings for Potential Seismic Hazards Seismic Zone - V Building Name: _______________________ Use: ________________________________ Address: ____________________________ ____________________________________ Pin: _________________ Other Identifiers: ______________________ No. of Stories: ________________________ Year Built: _________________ Total Floor Area (sq.m.): ________________ PHOTOGRAPH Elevation to Scale Plan to Scale OCCUPANCYSITEFALLING HAZARD Resi: Ord/Imp.SchoolMax. Number of PersonsHigh W.T. (within 8 m) Health Assembly Office 0-1011-01-100 >100 Liquefiable (if sandy soil) Commercial HistoricResidents________ Land Slide Prone Emer. ServiceIndustrial Floating_________ ChimneysParapets CladdingOther Probable Maximum Grade of Damage Building Type Masonry BuildingRC or Steel Frame BuildingURM infill Wood A, A+ B, B+ C, C+ DC, C+ DE, E+ F Damage grade in Zone V Note:+signindicateshigherstrengthhencesomewhatlowerdamageexpectedthanstated.Alsoaverage damage in one building type in the area may be lower by one grade point than the probable maximum indicated. SurveyorwillidentifytheBuildingType,encircleit,alsothecorrespondingdamagegradeandtickmarkthe Recommendation. Recommended Action: 1)A, A+or B, B+: evaluate in detail for need of reconstruction or possible retrofitting to achieve type C or D. Surveyors Signature:______________________ 2)C, C+: evaluate in detail for need of retrofitting to achieve type D. Name:__________________________________ 3)URM infill : evaluate for need of reconstruction or possible retrofitting to level D Detailed procedure of Technical Safety AuditPage No.: 12 ANNEXURE-XI SCHEDULE OF SUMMARY PRICE PROPOSAL

FOR PHASE-I RATE SUBMITTED BY ENVIRONMENTAL RESEARCH & EVALUATION CENTRE (EREC), GUWAHATI Sl. No.Name of ActivitiesUnit (Per Sq.m. of building slab) Amount (In `) In figuresIn words 1. Technical Audit as per Annexure-VII (a)For buildings above G+2 up to a height of 15.8 m. from ground level (b)For buildings above height 15.8 m from ground level (a) Upto 5000 sq.m. 9,000.00Rupees Nine Thousand only (b) 5001-15000 sq.m. 18,000.00Rupees Eighteen Thousand only (c) 15001-25000 sq.m 19,000.00Rupees Nineteen Thousand only(d) Above 25000 sq.m. 20,000.00Rupees Twenty Thousand only 2Structural Inspection Report as per Annexure-VIII (a)For buildings above G+2 up to a height of 15.8 m. from ground level (b)For buildings above height 15.8 m from ground level (a) Upto 5000 sq.m. 8,000.00Rupees Eight Thousand only (b) 5001-15000 sq.m. 9,000.00Rupees Nine Thousand only (c) 15001-25000 sq.m 10,000.00Rupees Ten Thousand only (d) Above 25000 sq.m. 11,000.00Rupees Eleven Thousand only (Rates include service tax and other taxes as applicable)

Detailed procedure of Technical Safety AuditPage No.: 13 ANNEXURE-XII SCHEDULE OF SUMMARY PRICE PROPOSAL FOR PHASE-II RATE SUBMITTED BY ENVIRONMENTAL RESEARCH & EVALUATION CENTRE (EREC), GUWAHATI Sl. No. Name of Activities Name of test required Extent of Scope UnitAmount (In Rs.) In figures In words 1.PilePile Integrity TestRCC reamed pile with or without bulb Rs./Pile1600.00Rupees One Thousand Six Hundred only 2.Foundation Structure Hammer Test for Compressive test and quality of concrete. Checking of Reinforcement, alignment & compliance of design. Pile cap, Strep footings, Tie beams up to plinth level Rs./SqM.300.00Rupees Three Hundred only 3.RCC structure from plinth to first floor Hammer Test for Compressive test and quality of concrete. Checking of Reinforcement, alignment & compliance of design. Columns, Beams, Slab, Staircase & Chajja Rs./SqM.250.00Rupees Two Hundred Fifty only 4.RCC structure from first floor to 5th floor Hammer Test for Compressive test and quality of concrete. Checking of Reinforcement, alignment & compliance of design. Columns, Beams, Slab & StaircaseRs./SqM.200.00Rupees Two Hundred only 5.RCC structure from fifth floor to above Hammer Test for Compressive test and quality of concrete. Checking of Reinforcement, alignment & compliance of design. Columns, Beams, Slab & StaircaseRs./SqM.220.00Rupees Two Hundred only (Rates include service tax and other taxes as applicable)