is15301 fire fighting pump

8/12/2019 IS15301 Fire Fighting Pump

1/12

Disclosure to Promote the Right To Information

Whereas the Parliament of India has set out to provide a practical regime of right to

information for citizens to secure access to information under the control of public authorities,in order to promote transparency and accountability in the working of every public authority,

and whereas the attached publication of the Bureau of Indian Standards is of particular interest

to the public, particularly disadvantaged communities and those engaged in the pursuit of

education and knowledge, the attached public safety standard is made available to promote the

timely dissemination of this information in an accurate manner to the public.

!"#$% '(%)

!"# $ %& #' (")* &" +#,-.Satyanarayan Gangaram Pitroda

Invent a New India Using Knowledge

/0)"1 &2 324 #' 5 *)6Jawaharlal Nehru

Step Out From the Old to the New

7"#1&"8+9&"), 7:1&"8+9&")Mazdoor Kisan Shakti Sangathan

The Right to Information, The Right to Live

!"# %& ;


2/12


3/12

~ I J i Cf l f f l ~ l qffi-x (5llct - xiffi l

Indian Standard

IS 15301 : 2003

RE FFIRMED

INST LL TION AND MAINTENANCE OF FIREFIGHTING PUMPS - CODE OF PRACTICE

pril 2 3

res 13.220.10

IS 2003B U R E U O F I N D I N S T N D R D SM N K BH Y AN, 9 B H DUR SH H Z F R M RG

NEW DELHI 11 2

Price Group 4


4/12

Fire Fighting Sectional Committee, CED 22

FOREWORDThis Indian Standard was adopted by the Bureau of Indian Standards, after the draft finalized by the FireFighting Sectional Committee had been approved y the Civil Engineering Division Council.All buildings depending upon the occupancy use and height are protected y fixed fire fighting installations asper the provisions laid down in SP 7 (Part 4). The fixed fire fighting installations are provided in multistoreyedbuilding of height 15 metres or above and also other categories of buildings of lesser height but with specialrisks/basement, etc. Similarly, all factories/manufacturing industries also go for installation of fixed fire fightingsystem for protection of the property and life. The system may be in the form ofwet riser, external hydrant or inthe form of sprinkler/emulsifiers, etc, or all of them. The most important component in such a system is the firepump. A carefully chosen fire pump of appropriate capacity and installed properly will form the back bone ofsuch system. Even after installation, it is absolutely essential that the fire pumps are properly maintained andregularly tested so that they are in serviceable condition and come into operation instantly at the time ofexergencies.The requirements in regard to the installation and maintenance of internal or external fire hydrants are coveredin separate Indian Standards (see IS 3844 and IS 13039).The composition of the Committee responsible for formulation of this standard is given in Annex AFor the purpose of deciding whether a particular requirment of this standard is complied with, the final value,observed or calculated, expressing the result of a test or analysis, shall be rounded off in accordance withIS 2 : 1960 Rules for rounding off numerical values (revised) . The number of significant places retained in therounded off value should be the same as that of the specified value in this standard.


5/12

IS 15301 : 2003

Indian StandardINSTALLATION AND MAINTENANCE OF FIRE

FIGHTING PUMPS - CODE OF PRACTICE1 SCOPEThis standard lays down the requirements ofinstallation and maintenance of fire fighting pumps.2 REFERENCESThe standards listed below contain provisions whichthrough reference in this text, constitute provisions ofthis standard. At the time of publication, the editionsindicated were valid. All standards are subject torevision and parties to agreements based on thisstandard are encouraged to investigate the possibilityof applying the most recent editions of the standardsindicated below:

IS No1710: 1989

2974 Part 3) :1992

2974 Part 4 :1979

3844: 1984

5120 : 1977

6070 : 1983

9137: 1978

13039: 99

SP 7 Part 4) :1983

TitleSpecification for vertical turbinepumps for clear, cold, fresh watersecond revision)

Code of practice for design andconstruction of machinefoundations: Part 3 Foundations forrotary type machines medium andhigh frequency) second revision)Code of practice for design andconstruction of machinefoundations: Part 4 Foundations forrotary type machines of lowfrequency first revision)Code of practice for installation andmaintenance of internal fire hydrantsand hose reel on premisesTechnical requirements forrotodynamic special purpose pumpsfirst revision)

Code of practice for selection,operation and maintenance oftrailerfire pumps, portable pumps, watertenders and motor fire engines firstrevision)Code for acceptance test forcentrifugal, mixed flow and axialpumps - Class CExternal hydrant systems -Provision and maintenance - Codeof practiceNational building code of India:Part 4 Fire protection first revision)

3 TERMINOLOGYFor the purpose of this standard, the followingdefinitions shall apply.3.1 Static Water TankUnderground or surface water tank, constructed tostore water for fire fighting purpose.3.2 Terrace TankA concrete/masonry/plastic/steel tank constructed orerected on terrace of building for fire fighting purpose.3.3 Priming TankA small tank erected inside/over the pump house andabove the fire fighting pumps to keep the pump casingand suction of he fire pump permanently flooded. Thisis required in case of negative suction.3.4 Foot Valve-cum-Strainer3.4.1 A valve fixed in the suction strainer of the firepump which opens only inwards to allow in flow ofwater into the pump suction and fire pump when thepump is actuated automatically/manually, This isrequired in case of Negative suction.3.4.2 In a positive flooded) suction, a strainer placedin the suction line between the fire tank and fire pumpto arrest any dirt/obstruction being fed into the pumpsuction.3.5 Jockey PumpA pump of small capacity which is set to come intooperation automatically with drop in static pressurein the system and to automatically stop when the preset pressure is reached again.3.6 Terrace PumpAn electrically driven pump, located on the terraceconnected to a terrace tank with gate valve on suctionside and to the internal hydrant system with non-returnvalve on delivery side.3.7 Fire PumpAn electric/diesel pump installed at static water tankto charge the wet riser systems/sprinkler system, etc.


6/12

IS 15301 : 20033.8 Stand-by PumpA pump of same capacity as fire pump, driven by adiesel engine or connected to any other alternate sourceof electric supply.3.9 Pump PanelPanel comprising starting, stopping and indicatingdevices of fire pumps.3.10 Pressure SwitchA switch connected on delivery line of fire pump, orin the body of hydro-pneumatic tank at pre-set pressurelevel so designed to automatically start the fire pumpor jockey pump, as the case may be, when the pressurein the system falls below the pre-set level.3.11 Circulation Relief ValveThe circulation relief valve put in below the shut offpressure to provide circulation and thereby relieve theextra pressure in the pump.4 FIRE PUMPS AND PUMP HOUSE4.1 The pump house should be located preferablyoutside the building with a minimum clearance of 6 mfrom adjoining buildings. The pump house shouldhave adequate natural ventilation with windows, fittedwith expanded metal for protection. In order tofacilitate proper installation and maintenance of firefighting pumps, there should be provision ofmild steelgirder of appropriate x-section at suitable height inpump house for fixing chain pulley block.4.2 If the pump house has a diesel pump, the exhaustpipe ofthe diesel engine should be extended to outsidethe pump house and exhaust discharged at anappropriate height in the open air.4.3 The floor of the pump house should be sloped tothe farthest end to drain away any water leaking fromglands, valves, etc.4.4 The pump house should have normal lighting, andalso emergency lighting facility, either from a secondsource or from the generator.4.5 J the pump house is located inside the building,either on ground floor or in the basement, it should beseparated from the rest portion with a wall having 2 hfire rating and fire check door at its entrance havingI h fire rating. For pump house in basement, forcedmechanical ventilation should be provided. Pumphouse in ground floor should be located on peripheryof building with access directly from outside/open area.The pump house located in the basement should alsohave easy accessibility from outside preferably throughramp

2

5 ARRANGEl\IENT OF PUMPS5 1 The layout plans of pumps installed and fire waterlines should be displayed. The pump house should beof adequate dimension to house all the pumps withsuction, delivery pipes, fittings and starter control panel,air vessel, etc, with adequate circulation area. Adequatehead room clearance all around the pump formaintenance shall be made available. A minimumclearance of 1 m at front and back and 0.75 m on sidesand between pumps should be provided for all majorpumps exceeding 2280 IImin capacity. For smallerpumps, including jockey pumps, the clearance requiredshould be 0.75 m at front and back and 0.60 m at sidesand between pumps. The head room clearance for allpump houses should be minimum 2.75 m5.2 The pump control panel which should also behoused in the pump room but easily accessible, shouldbe of adequate dimension to incorporate tripple pooland neutral (TPN) switch and high mpture capacityHRC) switch both of adequate capacity, selector

switch ammeter, voltmeter and phase indicating lights,single phase preventer, start and stop push buttons,auto-manual switch auxiliary contractors forinterlocking/sequence of operations and all necessarygauges, fittings required to complete the system (thebusbar should be of copper of appropriate thickness).The panel should be floor mounted with propergrouting with the floor and be compartmentalized. Thegauge thickness of panel should be 1.8 mm.5.3 Where diesel pump is provided, it should have aseparate panel, also located in the same pump roomor adjoining separate room. The panel should have itsseparate battery, with battery charging device, andauto-manual changeover arrangement. t shouldincorporate an interlocking device with the main pumppanel so that both the electric pump and the dieselpump do not operate simultaneously. Adequateprecaution should be taken to avoid spillage of dieselto avoid any fire exergency.5.4 Air vessel ofadequate capacity should be installedin the pump house with pressure switchesincorporated on the delivery line. There should be twopressure switches-one with upper and lower limitfor jockey pump and another one with only for lowerpressure limit for the main pump. Stopping of mainpumps should be only by manual push button whichshould be prominently indicated on the pump panel.5.5 Similar lower pressure limit switch should also beincorporated in the diesel pump to make the startautomatically at pre-set drop in pressure.6 INSTALLATION OF FIRE PUMPS6 1 The capacity of the fire pump should be carefullychosen to meet the maximum requirement for the risk


7/12

to be protected. The fire pumps have been divided intothe following capacities:

a) 450 IImin,b) 900 lImin,c 2 280 IImin,d) 2 850 IImin, ande) 4 500 Umin and for special risks 6 700 l/min.

Of the above, (a) and (b) are bas ically the pumps to beinstalled on the terrace to feed the Down ComerSystem. The other pumps are to be housed in the pumphouse. The pump house may be below the level of thewater tank or constructed above the water tankdepending upon the engineering conveniences. For firefighting purpose, a pump house having the pumpsbelow the water tank is always desirable, as thiseliminates the necessity to have negative suctionincorporating priming tank, foot-valve and other extravalves, etc. All pumps are required to be start onAuto , when there is a drop of pressure in the mains.

These are required to be pre-set on predeterminedpressure suitable to particular risk.6.2 If the pump is electric driven, the capacity of thepump vis a vis its revolutions p r minute must matchwith the electric motor being chosen for the samejob. Electric motors required to feed the pump up to2 280 lImin are usually running at 2 900 rev/min andthe pumps required to match the motors must alsorun at the same revolutions per minute. These pumpsare known as Single Stage Pumps and the suction isat the end of the pump so that these are called EndSuction Pumps. Small capacity pumps/jockey pumpsare also avalaible/required to be used in multi-stagedesign. The speeds of these pumps are suitable for2 pole motor or 4 pole motor.6.3 The fire fighting pumps are almost invariablycentrifugal type excepting in some typical cases wherevertical turbine or submersible pumps are installed.After the capacity of the pump and motor has beencarefully chosen, to match each other perfectly,insta1lation of the pumps in the pump house shouldbe done with utmost care. As has been said above, thepump house shall have adequate spaces to keep enoughcirculation area within the pump house for the pumpoperator in times of emergency or maintenance. Thepump and the motors are always cases connectedtogether by connecting couplers and they are mountedon a common baseplate which is supplied by the pumpmanufacturers along with the pump. The baseplateshall be of sufficient length and width to house thepump and the motor comfortably.6.4 In the first stage of the installation, pumps are tobe mounted on a concrete foundation having minimumgrade of reinforced concrete as MIS. The foundation

3

IS 15301 : 2003shall be of adequate thickness and dimensiondepending upon the type of the pump which willbe installed. The thickness of the foundation shall be50 mm minimum for small pumps up to 900 lImincapacity, 75 mm for pumps up to 2 280 IImin capacityand 100 rilm for bigger pumps up to 4 500 IImin. Forextra ordinary big pumps, the thickness may go up to150 mm. The size of the foundation shall cover thefull length and width of the pump and atleast 150 mmon the front and back of the pump and 75 mm on thesides as clearance. The foundation shall be designedas per IS 2974 (Part 3) and IS 2974 (Part 4).6.5 t is recommended to provide a jockey pump totake care of system losses. The capacity of the jockeypump shall neither be less than 3 percent (with aminimum of 180 l/min) nor more than 10 percent ofthe installed pumping capacity.6.6 Each pump shall be provided with a pressure gaugeon the delivery side between the pump and the nonreturn valve and a manufacturer s plate indicating thedelivery head, capacity and the number of revolutionsper minute.6.7 Pumps (other than Jockey pumps) should be ableto develop head of greater than 65 percent of ratedhead at capacity of 150 percent of rated capacity. Therated head for vertical turbine pumps will be ratedbowl head. The shut off head of pumps (other thanjockey) should not exceed 120 percent of rated headfor horizontal pumps and 140 percent of rated bowlhead of vertical turbine pumps.6.8 Each fire service pump shall be provided with anindependent suction pipe without any sluice or cut-offvalves therein, unless the pump is situated below thelevel of the water supply in which case sluice or cut-offvalves is essential. Where the Net Positive Suction Head(NPSH) available at site is less than 0.5 m in excess ofthe actual value required at 150 percent ofthe duty pointas per the manufac turer s curves or where the watersupply has fibrous or equally objectionable matter insuspension or mud and/or sand liable to cause depositionin the installation, suction pipe(s) shall be installed ina jackwell (suction tank), fed through a pipe/pipes ofappropriate dia from the main water supply. At thesupply end of the major tank, where the main supplysource is at a distance exceeding 20 m, a sluice or gatevalve shall be provided. From fire water storagereservoir two separate connections are taken to suctionheader (from each compartment of fire water storage.)6.9 The diameter of the suction pipe shall be such thatthe rate of flow of water through it does not exceed1.5 m/s when the pump is delivering at its rateddischarge. If, however, the pump is situated below thelevel of its water supply, the diameter of the suctionpipe/header shall be based upon a rate of flow of2 mls.


8/12

IS 15301 : 20036.10 When the pump is above the level of its watersupply, there shall be a foot valve and a primingarrangement, the latter consisting of a tank having acapacity atleast three times that of the suction pipeincluding the pump casing from the pump to the footvalve), connected to the delivery side of the pump bya metal pipe having a minimum internal diameter of100 m in the case of centrifugal pumps with a stopvalve and a non-return valve therein of the same size.A dependable independent filling arrangement and alevel indicator shall be provided for the priming tank.The provision of a vacuum gauge for the suction pipeis recommended. Where circumstances permit,centrifugal pumps shall be fixed preferably below thelevel of the water supply. If the pump is automatic inaction, it shall necessarily be so fixed.6.11 However, for light and ordinary hazardoccupancies if the priming arrangements are such asto ensure that the suction pipe shall be automaticallymaintained full of water notwithstanding a seriousleakage therefrom the pump being automaticallybrought into action to replenish the priming tankshould the latter be drawn upon at a greater rate thanthe rate at which it is fed from any other source),positive suction may not be insisted. In such cases,the capacity of he priming tank need not exceed 450 1and the diameter of the priming pipe need not exceed50 mm. Each pump shall be provided with anautomatic by-pass connection and relie fvalve set belowthe shut off pressure. it shall provide circulation ofsufficient water to prevent the pump from over heatingwhen operating with closed delivery and no discharge.The circulation relief valve should dischargeapproximately 3-5 percent of the pump rating.est ine - Each pump shall be provided with test

line and shut offvalve for individual testing of pumpswithout discharging the system.6.12 Pumps shall not be installed in the open. Thepump room shall be so located as to be both easilyaccessible and where any falling masonry and the likefrom other buildings occasioned by fire or other cause,cannot damage the pump room. Normally, pumprooms shaH be located 6 m away from all surroundingbuildings and overhead structures. Where this is notfeasible, they may be attached to a building provideda perfect sepcration wall having 4 h fire rating isconstructed between the pump room and the attachedbuilding, the roof of the pump room is of RCCconstruction atleast 100 mm thick and access to thepump room is from the outside. The pump rooms shallnormally have brick/concrete walls and noncombustible roof with adequate lighting, ventilationand drainage arrangements.6.13 The sub-station(s) and/or D.G. House(s)

4

supplying power to the fire pump(s) shall be ofincombustible construction and shall be located atleast6 m away from all surrounding buildings. Where thisis not feasible, all door and window openings of thesurrounding buildings within 6 m of the sub-station s)and/or D.G. House s) shall be protected by singlefireproof doors and 6 mm thick wired glasses in steelframework respectively. Likewise, roof eaves, if anyof the surrounding buildings falling within 6 m of thesub-station s) and/or D.G. House s), shall be cut andwall raised as a parapet. The above provisions shallalso apply when the sub-station s) and D.G. House s)are within 6 m of each other.Where the sub-station(s) and D.G. House(s) areattached to buildings, a four-hour rated wall shall beconstructed to segregate the sub-station s) and D.G.House s). This shall be of RCC construction atleast200 mm thick or of masonry construction at least230 mm thick.6.14 Transformer cubicles inside the sub-stations shallbe separated from H.T. and L.T. cubicles and fromeach other by walls of brick/stone/concrete blocks or355 mm thickness or of RCC of 200 mm thicknesswith door openings, if any, therein being protected bysingle fireproof doors having 2-hour fire resistance.The sub-station s) and/or D.G. House s) shall also beseperated from each other as above. Transformersinstalled outdoors, which are supplying power to firepump s) shall also be located atleast 6 m away fromall surrounding buildings [including sub-station s)and/or D.G. House s)]. Where this is not feasible, alldoor and window openings of the building(s)[including sub-station s) and/or D.G. House s) within6 m of the transformers] shall be protected by singlefireproof doors and 6 mm thick wired glasses in steelframework respectively. Likewise, roof eaves of thebuilding s) falling within 6 m of the transformers shallbe cut and wall raised as a parapet. Blast walls ofbricks/stone/concrete blocks of 355 mm thickness orof RCC of 200 mm thickness shall be constructedbetween transformers and these walls shall be extendedhorizontally 600 mm beyond the extremities of thetransformers and vertically 600 mm above the highestpoint of the transformers.6.15 The electric supply to the pump set s) shall beentirely independent of all other equipment in thepremises, that is, even when the power through-outthe entire premises is switched off, the supply of thepump shall continue to be available uninterrupted.This can be achieved by taking the connection for thepump(s) from the incoming side of the main L.T.breaker. However, in cases where two or moretransformers and/or sources of supply are connectedto a common busbar or where there is provision of a


9/12

bus coupler between the busbar sections theconnection may be taken through the busbars.6.16 Fire ExtinguisherThe pump room should be protected by appropriatetype of extinguishers either CO

2or DCP. If the pumps

are in basement it is desirable to have the pumpsprotected by automatic sprinkler system.7 MAINTENANCE7 1 The fire pump shall be maintained regularly andproperly. Therefore it is absolutely essential thatsomeone responsible person should be given the chargeof ensuring that the fire pumps are properlymaintained.7.2 The following maintenance schedule shall bemaintained.7.2.1 After the fire fighting pump has beencommissioned and the system has been taken over bytesting it according to the performance parameters laiddown for the fire pump this should be recorded in amaintenance register, to be kept in the pump house.The initial test should show the following:

a) Flow obtained at 7 kgf/cm2,b) Flow obtained at 4.5 kgf/cm2 65 percent of7 kg), andc) Pressure gauge recording at 120 percent of

7 kg.7.3 After this initial take over of the pump thefollowing shall be the routine maintenance schedule.7 3 1 Daily Check

a Testing o he Jockey PumpTest the jockey pump daily by opening thedelivery valve/hose reel very slightly to allowthe pressure to drop up to the pre-set level.Note the timing taken by the jockey pump torestore the pressure automatically by cut offswitch.

b) vrain PumpThe main pump shall be tested daily atleastfor 5 min. Release the system pressure byopening the hydrant valve partially. The jockeypump will come in operation. Open the valvefully when further drop in pressure which will

5

IS 15301 : 2003allow the main pump to start automatically.Close the delivery outlet and allow the pumpto run for 5 min every morning.

c) Check the pump glands, packings, etc, andreplace the damaged gland for packingwhenever found damaged or worn out.

7 3 2 Weekly Checka) Check bearings grease cut once a week and

lubricate as needed.b) Cleaning of starter contacts every week.c) Check the insulation resistance of pump

motor circuit every week.d) Check the engine fuel oil tank and ensure

that this is of appropriate grade and quality.e) Check the quantity of fuel oil in the tank.

This should be sufficient for 4 h runningwithout replenishment. Check the sludge andsediment trap as provided in the auxiliaryequipment list. Check the inspection andcleaning hole check the battery/batteriesrequired for starting ofthe engine and ensurethat these are in satisfactory condition. Alsocheck the battery charging arrangement bytrickIer charger.For every cold areas space heating isnecessary to keep the engine in reasonablywarm condition for immediate starting. f o,ensure that the room heating arrangement isworking satisfactory.

t Starting diesel engine once every week andrun it for 10 min. The starting should betested by switching off the current andallowing system pressure to drop up to thepre-set level for diesel engine. Interlockarrangement with power supply should berestored.

g) Check alignment ofpump motors, nuts, bolts,couplings coupling guard, etc, once everyweek after the pump has run for continuous15 min.

7.3.3 Inspection shall be carried out as per therequirements given in IS 1710, IS 5120, IS 6070 andIS 9137.7.4 Manufacturers shall provide a list of fast movingspares.


10/12

IS 15301 : 2003ANNEXAForeword)

COMMITTEE COMPOSITIONFire Fighting Sectional Committee, CED 22

OrganizationMinistry of Home Affairs, New Delhi

Airport Authority of India, New DelhiAndhra Pradesh Fire Services, HyderabadBhabha Atomic Research Centre, MumbaiBombay Fire Brigade, MumbaiCentral Building Rcsearch Institute, RoorkeeCentral Industrial Security Force, New Delhi

Central Public Works Department, New DelhiCcntre for Environment and Explosive Safety, Delhi

Concord Arai Pvt Limited, ChennaiControllerate of Quality Assurance, PuneDefence Research and Development Organization. DelhiDelhi fire Service, New DelhiDirectorate General of Supplies and Disposals, Hyderabad

Engineer-in-Chiefs Branch, New Delhi

Fire and Safety Appliances Company KolkataHome Department (Fire Service), Chennai

Institution of Fire Engineers (India), New Delhi

o o v e ~ j i Devshi Co (P) Limited, MumbaiK.V. Fire Chemicals, Navi MumbaiLoss Prevention Association oflndia Mumbai

Mather and Platt (India) Limited, New DelhiMECON Limited, Ranchi

Newage Industries, Mumbai

Northern Railway, New DelhiOil and Natural Gas Commission, Dehra Dun

Oil Industry Safety Directorate, New DelhiReal Value Appliances Limited, New DelhiSaf ex Fire Services Limited, Mumbai

6

Represelltative s)SHRI 01\\ PRAKASH Chairman)

SHRI D. K SHAMI Alternate)SHRI L. C GUPTA

SHRI H. S. RAWAT Alternate)SHRI SWARANJIT SENCHIEF FIRE OFFICERCHIEF FIRE OFFICER

SHRI G. S. SAWANT Alternate)DR T. P. SHARMA

DR A. K GUPTA Alternate)DEPUTY INSPECTOR GENERAL FIRE)

SHRI S. L. NAGARKAR Alternate)CHIEF ENGINEER E)SHRI A. K KApOOR

SHRI H. S. KAPARWAN Alternate)SHRI R RAMAKRISHNANCOL G. P KRISHNAMURTHYDIRECTOR FIRE SAFETY)

DEPUTY DIRECTOR FIRE SAFETY) Alternate)SHRI R C SHARMA

SHRI SURINDER KUMAR Alternate)SHRI M GANGARAJU

SHRJ V K VERMA Alternate)SHRI R. A. DUBEY

SHRI AJAY SHANKAR Alternate)SHRI S. N. KUNDUDIRECTOR

DEPUTY DIRECTOR Alternate)PRESIDENT

GENERAL SECRETARY Alternate)SHRI P. H. SETHNA

SHRI N T PANJWANI Alternate)SHRI H. M SABADRAMANAGING DIRECTOR

SHRI D K. SARKAR Alternate)SHRI DEEPAK AGARWALSHRI R N CHACHRA

SHRI SUNIL DAS Alternate)SHRI B J. SHAH

SHRJ A M SHAH Alternate)SHRI I. M MANSOORISHRJ R. P. SAXENA

SHRI NEERAJ SHARMA Alternate)JOINT DIRECTOR (PROCESS)SHRI ASHUTOSH MANGALSHRI JITENDRA SHAH

SHRI SANDIP SHAH Alternate)

Continued on p ge 7)


11/12

Continucd/rom page 6)Organization

State Bank o India, MumbaiState Fire Training Centre, MumbaiSteel Authority o India, RourkelaSteel Authority ofIndia, BokaroSteelage Industries Limited, New DelhiSurex Production and Sales P) Limited, KolkataTariff Advisory Committee, MumbaiTariff Advisory Committee, ChennaiVijay Fire Protection Systems Pvt Limited, MUl11baiWest Bengal Fire Service, KolkataIn personal capacity 33/2965-A, Velll1a/a High School. Verma/a, Cochin)In personal capacity (29/25, Rajendra Nagar, New Delhi)BIS Directorate General

Member SecretmySHRI S. CHATURVEDI

Representative s)SHRI J. S. GAHLAUTDR N VINCH NDR JAINSHRI B. N. DASSHRI B. P. DAS Alternate)SHRI A. R UTEL

SHRI C. P. SINGH Alternate)CHIEF EXECUTIVE

SHRI V. K M L N TH Alternate)SHRI T RIT SUR

SHRI D. NEOGI Alternate)StlRl T. R. A. KRISHN NSHRJ A MUKHERJEE

IS 15301 : 2003

SHRI H. C. MAHESH KUMAR Alternate)SHRI HARISH SALOTSHRI B. PATHAKSHRI G. B. MENONSHRI S. K. DHERISHRI S. K. JAIN Director Head Civ Engg)[Representing Director General x-o.Oicio)J

Joint Director Civ Engg), BlS

7


12/12

is15301 fire fighting pump

Documents