Volume 2 Technical Specifications and Scope of Work · In-Line Balanced Pressure (I LBP) Foam...

REQUEST FOR PROPOSAL FOR

ESTABLISHMENT OF

WATER BASED FIRE PROTECTION SYSTEM AT

SEMICRYOGENIC INTEGRATED ENGINE TEST FACILITY

Volume 2

Technical Specifications and Scope of Work

March 2018

ISRO Propulsion ComplexIndian Space Research Organization

Department of Space, Government of India

Mahendragiri 627133

Tirunelveli District, Tamil Nadu State, India

Request for Proposal for Establishment of Water Based Fire Protection Systemat Semicryogenic Integrated Engine Test Facility

Volume 2: Technical Specifications and Scope of Work .2

CONTENTS

2.1. INTRODUCTION ..................................................................................................................................... 4

2.2. DESIGN PHILOSOPHYFOR WATER BASED FIRE PROTECTION SYSTEM ............................ 52.2.1. FIRE HYDRANT SYSTEM...........................................................................................................................................52.2.2. MEDIUM VELOCITY WATER SPRAY SYSTEM OPERATED BY DELUGE VALVE .............................................62.2.3. HIGH VELOCITY WATER SPRAY SYSTEM OPERATED BY ELECTRO PNEUMATIC VALVE ..........................72.2.4. IN-LINE BALANCED PRESSURE (ILBP) FOAM PROPORTIONING SYSTEM ..................................................82.2.5. REMOTE OPERATED LONG RANGE WATER CUM FOAM MONITOR...............................................................92.2.6. FIRST-AID FIRE HOSE REEL................................................................................................................................. 102.3. DEPARTMENT’S RESPONSIBILITY ................................................................................................112.3.1. FRONT-END ENGINEERING DESIGN ................................................................................................................... 112.3.2. DETAIL ENGINEERING REVIEW ........................................................................................................................... 112.3.3. PROCESS FLUIDS ..................................................................................................................................................... 112.3.4. TEMPORARY ELECTRICAL POWER SUPPLY...................................................................................................... 112.3.5. WATER SUPPLY ...................................................................................................................................................... 112.3.6. INSTRUMENTATION SYSTEM ............................................................................................................................... 122.3.7. ELECTRICAL SYSTEM ............................................................................................................................................. 122.3.8. COMMISSIONING (JOINTLY WITH CONTRACTOR) ........................................................................................... 122.3.9. INSPECTION AT WORKSITE .................................................................................................................................. 122.4. SCOPE OF WORK BY CONTRACTOR ..............................................................................................132.4.1. PROCESS DESIGN (FEED) REVIEW ................................................................................................................... 132.4.2. DETAIL ENGINEERING ........................................................................................................................................... 142.4.3. PURCHASE OF MATERIALS ................................................................................................................................... 152.4.4. SUPPLY OF SPARES................................................................................................................................................. 152.4.5. FABRICATION, INSTALLATION AND TESTING .................................................................................................. 162.4.5.1. PIPE FABRICATION, WELDING AND DP TESTING .............................................................................................. 172.4.5.2. PIPE BENDING .......................................................................................................................................................... 172.4.5.3. INSTALLATION OF PIPELINES ................................................................................................................................ 182.4.5.4. RADIOGRAPHIC TEST .............................................................................................................................................. 182.4.5.5. HYDRAULIC PRESSURE TEST ................................................................................................................................. 192.4.5.6. MOUNTING AND INSTALLATION OF EQUIPMENT ............................................................................................... 192.4.5.7. FABRICATION AND ERECTION OF STRUCTURAL STEEL WORKS ...................................................................... 202.4.5.8. APPLICATION OF PAINTING.................................................................................................................................... 202.4.5.9. APPLICATION OF WRAPPING AND COATING MATERIALS FOR UNDERGROUND PIPING .............................. 212.4.5.10. CIVIL WORKS............................................................................................................................................................ 212.4.5.11. ELECTRICAL AND INSTRUMENTATION WORKS .................................................................................................. 232.4.6. COMMISSIONING ..................................................................................................................................................... 242.4.6.1. FUNCTIONAL TEST OF FIRE PROTECTION SYSTEMS .......................................................................................... 242.4.6.2. PERFORMANCE EVALUATION TEST OF FIRE PROTECTION SYSTEMS ............................................................. 24


Volume 2: Technical Specifications and Scope of Work Page 2.3

2.5. SPECIFICATIONS OF THE SYSTEMS...............................................................................................252.5.1. PRESSURE REDUCING DELUGE VALVE .............................................................................................................. 252.5.2. INLINE BALANCED PRESSURE FOAM PROPORTIONING SYSTEM................................................................. 272.5.2.1. FOAM CONCENTRATE TANK .................................................................................................................................. 272.5.2.2. FOAM CONCENTRATE PUMP .................................................................................................................................. 292.5.2.3. INLINE BALANCE PRESSURE FOAM PROPORTIONER ......................................................................................... 302.5.2.4. LOW LEVEL FOAM-WATER DISCHARGE DEVICE ............................................................................................... 302.5.2.5. FOAM CONCENTRATE.............................................................................................................................................. 312.5.3. REMOTE OPERATED LONG RANGE WATER CUM FOAM MONITOR ............................................................ 322.5.4. MANUAL VALVE - TRIPLE OFFSET BUTTERFLY VALVE (TOBV) ............................................................... 342.5.5. MANUAL VALVE - BUTTERFLY VALVE............................................................................................................... 372.5.6. MANUAL VALVE - BALL VALVE ........................................................................................................................... 392.5.7. MANUAL VALVE –NEEDLE VALVE (VALVE MANIFOLD) ............................................................................... 422.5.8. LANDING VALVES.................................................................................................................................................... 442.5.9. FIRST-AID FIRE HOSE REEL ................................................................................................................................ 462.5.10. PNEUMATICALLY ACTUATED TRIPLE OFFSET BUTTERFLY VALVES.......................................................... 472.5.11. PNEUMATICALLY ACTUATED BALL VALVES .................................................................................................... 502.5.12. SURGE RELIEF VALVE(SRV) SKID ..................................................................................................................... 532.5.13. PRESSURE REDUCING VALVE............................................................................................................................... 552.5.14. FILTER - Y TYPE ..................................................................................................................................................... 562.5.15. MEDIUM VELOCITY WATER SPRAY NOZZLES ................................................................................................. 592.5.16. HIGH VELOCITY WATER SPRAY NOZZLES........................................................................................................ 602.5.17. SPRINKLERS ............................................................................................................................................................. 612.5.18. PRESSURE GAUGES................................................................................................................................................. 622.5.19. STEEL PIPES............................................................................................................................................................. 642.5.20. PIPE FITTINGS AND FLANGES .............................................................................................................................. 662.6. CODES & STANDARDS........................................................................................................................73

ANNEXURE.2.1. SUB-VENDOR DIRECTORY .................................................................................................75

ANNEXURE.2.2. QUALITY ASSURANCE PLAN.........................................................................89

FIGURE.2.1. PROCESS & INSTRUMENTATION DIAGRAM – SHEET 1......................................... 105

FIGURE.2.2. PROCESS & INSTRUMENTATION DIAGRAM – SHEET 2......................................... 106



2.1. INTRODUCTION

The Water Based Fire Protection System at SIET is to be established throughEngineering, Procurement and Construction (EPC) Contract. The fire protectionsystem under the proposed Contract comprise following systems:

Fire Hydrant System

Medium Velocity Water Spray System (MVWSS)

High Velocity Water Spray System (HVWSS)

In-Line Balanced Pressure (ILBP) Foam Proportioning System

Remote Operated Long Range Water cum Foam Monitor

First Aid Fire Hose Reel

This RFP document (Volume 2) gives detailed technical specifications, scope ofwork and other specification/ requirement for the establishment of Water BasedFire Protection Systems at SIET.

The scheme of line numbers, tag numbers for flow components, equipment andinstruments for water based fire protection system for SIET is as follows.

Flow Components, Equipment &Instruments

CP Foam Concentrate Pump

CT Foam Concentrate Tank

FL Filter

FP Foam Proportionater

LG Level Gauge

PI Pressure Indicator

PL Pressure Gauge

PS Pressure Switch

VD Deluge Valve

VM Manual Valve

VN Non- Return Valve

VP Electro Pneumatic Valve

VR Pressure Regulation ValveSurge Relief Valve

WM Water cum Foam Monitor

WH Fire Hydrant Landing Valve



2.2. DESIGN PHILOSOPHYFOR WATER BASED FIRE PROTECTION SYSTEM

The fire water demand for SIET is estimated based on a design philosophy thatin case of fire at SIET test stand facility due to external fire, following fireprotection systems shall be operated.

Medium Velocity Water Spray System shall be operated for cooling theIsrosene handling area (Isrosene Medium Pressure Run Tank, IsroseneLow Pressure Run Tank, Isrosene Drain Tank and Isrosene Road Tanker)for 1 hour with design density of 25 lpm/m2 of surface area of tanks &tanker.

2 Single outlet fire hydrants will be operated for 60 minutes @ 946 lpmeach.

3 Water cum foam monitors for cooling of Test Stand for 30 minutes @3000 lpm each.

The above systems shall be operated simultaneously and the main headerfeeding to the SIET facility is designed based for the above flow rates, duration ofoperation and the design velocity is limited to 2 m/s.

1100 m3 GLR for SIET’s firefighting system is located at an elevation of 135 mfrom the FGL of SIET. Department will provide two tapping points at the locationsshown in layout drawing no. IPRC/S&FS/SIET/FIRE FIGHTING SYSTEMS/R1 ofVolume 1 of this RFP document.

The Process and Instrumentation Diagram for water based fire protection systemof Semicryo Integrated Engine Test Facility is shown in drawing no.IPRC/S&FS/SIET/FIRE WATER P&ID/R1 – Sheet 1 of 2 & 2 of 2 of this RFPdocument.

2.2.1. Fire Hydrant System

Single outlet fire hydrants are planned for SIET facility. The water supply lines tofire hydrants shall be connected in a form of a loop. The piping network shall beinstalled with 80 mm stand pipe having single outlet landing valve assembly with63 mm female instantaneous outlet. Isolation valves shall be provided at thebottom of each standpipe to enable isolation of any fire hydrant in the networkwithout affecting the flow in the rest. It is recommended to lay the piping networkat least 15 m away from the building and hence the piping network shall berouted along the fence of the test stand. Every fire hydrant shall have fire hosecabin to accommodate two nos. of 63 mm firefighting hose in length of 15m withbranch pipes and nozzles.



Design Guidelines: Fire hydrant system shall be designed based on thefollowing criteria:

Flow rate: 946 lpm per single fire hydrant. The main line size shall bedesigned based on operation of any two fire hydrants simultaneously.

Pressure: 0.69 MPa at the hydraulically most remote stand pipe (firehydrant)

The size of stand pipe is 80 mm and ‘Type A’ landing valve assembly.Hydrant stand pipe shall be provided with cement concrete interlockingpaver block at the base at least 1mx1m to avoid soil erosion.

The fire hose cabin shall be made of masonry work of size 1500 mm x 900mm x 750 mm suitable for accommodating two numbers of 63 mm diameterfire fighting hose in length of 15 m with nozzle. The cabin shall be providedwith double door and shall have locking arrangements. Provision for breakglass recess for key should be given in the box. The front doors should beprovided with transparent glass of adequate thickness with rubber beading.The hose box should be painted with fire red colour.

Each hydrant stand post shall be provided with isolation valve at aconvenient position and spacing between two hydrant outlets should be 30meters.

2.2.2. Medium Velocity Water Spray System Operated by Deluge Valve

Medium Velocity Water Spray System (MVWSS) operated by Automatic DelugeValve is planned for protecting Isrosene and LOX run tanks as well the roadtankers from any external fire. Water spray nozzles shall be provided to protectthe surface area of tanks and road tankers. The arrangement of the spraynozzles shall be in such a way they do not pose any hindrance to the operatingpersonnel during day-to-day operations in the work area as well as protect theequipment during operation of the deluge system. Sprinklers (Quartzoid bulb –Temperature rating 68oC) shall be provided around the areas to be protected fordetecting the fire and actuating the deluge valve. The entire deluge system shallbe provided with necessary flow components like filters, isolation valves,pressure gauges/ transmitters, etc. as per the relevant P&I diagram. Based onpressure drop calculations, the outlet pressure of deluge valve shall be suitablyset in pressure reducing valve to meet the minimum pressure required at thefarthest nozzle in the circuit.

Design Guidelines: Medium Velocity Water Spray System shall be designedbased on the following criteria:

The criterion for MVWSS is exposure protection for the entire surface areaof the tank or tanker to be protected at the rate of 25 lpm/sq.m for Isroseneand 10 lpm/sq.m for LOX.



Pressure of minimum of 0.14 MPa shall available at the farthest location ofthe sprayer.

Provision of water spray nozzle shall be as per the guidelines of IS15325:2003 ‘Design and Installation of Fixed Automatic High and Mediumvelocity Water Spray System’. Wherever high wind velocity is expected, thesprayers protecting the storage tanks shall be necessarily installed at 0.45m from the surface of the vessels. For tanker parking areas, the nozzlesshall be located suitably to ensure no hindrance to the movement of thetankers. Also the sprayers shall not be less than 6 mm in orifice size andshall normally have cone angles between 60° and 125°.

Design velocity in water circuit shall be limited to 2 m/sec.

The dimensions of LOX & Isrosene Tanks and Tankers are given below:

Dimensions of Length (m) Diameter (m)

Isrosene Tanker, 40 m3 11.00 2.50

Isrosene Low Pressure Run Tank, 150 m3 15.00 3.50

Isrosene Medium Pressure Run Tank, 75 m3 7.00 4.00

Isrosene Drain Tank, 25 m3 7.00 2.50

LOX/ LN2Tanker, 27 m3 8.50 2.40

LOX Low Pressure Run Tank, 250 m3 20.0 5.00

LOX Medium Pressure Run Tank, 150 m3 8.60 5.00

2.2.3. High Velocity Water Spray System Operated by Electro Pneumatic Valve

High Velocity Water Spray System (HVWSS) operated by Electro PneumaticValve is planned in the test bay area covering the engine bay (below 16mplatform), Turbo Pump bay (below 16m platform to below 36 m platform), LOXhigh pressure tank and LOX start-up tank. The system shall be fitted with highvelocity water spray nozzles. The entire deluge system shall be provided withnecessary flow components like filters, isolation valves, pressure gauges/transmitters, etc. as per the relevant P&I diagram.

Design Guidelines: High Velocity Water Spray System shall be designed basedon the following criteria:

The criterion for HVWSS is fire fighting for the entire surface area of thestage, engine and tanks to be protected at the rate of 30 lpm/sq.m.

Pressure of minimum of 0.28 MPa shall available at the farthest location ofthe sprayer.



Provision of water spray nozzle shall be as per the guidelines of IS15325:2003 ‘Design and Installation of Fixed Automatic High and Mediumvelocity Water Spray System’. Wherever high wind velocity is expected, thesprayers protecting the storage tanks shall be necessarily installed at 0.45m from the surface of the vessels, however, for stage bay and engine baythe nozzles shall be located suitably to ensure no hindrance to themovement of the stage and engine. Also the sprayers shall not be less than6 mm in orifice size and shall normally have cone angles between 60° and125°.

Design velocity in water circuit shall be limited to 2 m/sec.

The dimensions of Tanks, Stage and Engine are as follows:

Dimensions of Height (m) Diameter (m)

LOX Start-up Tank, 10m3 11.00 2.50

LOX High Pressure Tank, 10m3 15.00 3.50

Stage (Turbo Pump Bay) 23.00 4.00

Engine (Engine Bay) 3.50 2.20

2.2.4. In-Line Balanced Pressure (ILBP) Foam Proportioning System

3% Aqueous Film Forming Foam (AFFF) concentrate mixed with 97% water tomake foam solution (Foam-Water) is planned for quenching the Isrosene fire. Formaking and dispensing foam solution at the right ratio for different flow rates, In-Line Balanced Pressure Foam Proportioning System is planned. ILBP foamproportioning system mainly consists of (a) Proportioning module (b) Pumpsystem and atmospheric storage tank. For quenching fire at the Isrosene Start-uptank foam-water spray nozzles are planned. For run tank dike, drain tank dike,Isrosene pump house and deflector pit low level discharge devices placed atsuitable intervals are planned.

Design Guidelines: Foam - Water System shall be designed based on thefollowing criteria:

The criterion for foam-water spray system is fire fighting for the entiresurface area of the start-up tank at the rate of 6.5 lpm/sq.m.

The criterion for low level discharge devices is fire fighting for the projectedarea of the dikes, pump house and deflector pits at the rate of 4.1lpm/sq.m.

Foam Concentrate Pump: To ensure positive injection of concentrates, thedischarge pressure ratings of pumps at the design discharge capacity shallbe in excess (0.14 MPa to 0.2 MPa) of the maximum water pressureavailable under any condition at the point of concentration injection.



Minimum operating pressure of foam maker shall be 0.21 MPa.

Number of low-level foam discharge outlets (foam pourers for dike anddeflector pit) shall be designed based on following criteria

For outlets having discharge rates 225 lpm or less, the maximumdistance between the discharge outlets shall be 9 m.

For outlets having discharge rates higher than 225 lpm, the maximumdistance between the discharge outlets shall be 18 m.

Dimensions of Tanks, dikes & deflector pit are as follows:

Dimensions of Length (m) Diameter (m) Breadth (m)

Isrosene Start-up Tank, 7m3 4.50 1.50 -

Isrosene Low and Mediumpressure run tanks dike 26.00 - 7.00

Isrosene Drain Tank dike 5.50 - 10.00

Isrosene Pump house dike 5.00 - 5.00

Deflector pit – Turbo Pump Bay 22.00 - 15.00

Deflector pit – Engine Bay 22.00 - 15.00

2.2.5. Remote Operated Long Range Water Cum Foam Monitor

Remote operated long range water cum foam monitor with fog and jet nozzlesoperated from SIET control room by means of joy stick is planned for the areacovering Turbo Pump bay, Engine bay, downstream of deflector pits of TurboPump bay & Engine bay, Isrosene handling area and LOX handling area. Themonitor shall have transverse mechanism by swivel joints for horizontal andvertical movement operated by self-locking worm and worm wheel operatedgeared units. This shall be equipped with flameproof motors for remote operationand have hand wheels for manual operation at the field. The water cum foammonitor’s nozzle shall have the facility to convert the water/foam jet to fog andvice versa. The system shall be designed so that either water or foam-water shallbe used based on the requirement. The monitor shall be mounted on 5m highelevated platform. Each monitor shall have the provision to mount the CCTVcamera (Department scope) for fire surveillance.

Design Guidelines: Remote operated long range water cum foam monitor shallbe designed based on the following criteria:

Flow rate: 3000 lpm per water cum foam monitor.

Effective reach (Throw Distance): The horizontal reach at still air conditionfor Non-aspirating type nozzle at 30o nozzle elevation having 7 bar pressureat inlet flange of monitor is 62 m.



2.2.6. First-aid Fire Hose Reel

First-aid Fire Hose Reel “Type A – wall mounting 180o swinging type” is plannedfor covering the Isrosene handling area, LOX handling area, Turbo pump bay(16m platform to 36 m platform), Engine bay (16m platform & 20m platform).

Design Guidelines: First-aid fire hose reel shall be designed based on thefollowing criteria:

Flow rate and range: 24 lpm and the range of jet shall not be less than 6mat 0.7 MPa.



2.3. DEPARTMENT’s RESPONSIBILITY

Toward establishment of Water based Fire Protection System at SIET facility, theDepartment shall provide the following:

2.3.1. Front-End Engineering Design

The Department has done the Front-End Engineering Design (FEED) of thesystem. In this RFP document, the following FEED documents are given whichshall be the input for establishment of Fire Protection Systems at SIET.

i. Location and layout drawing of Fire Protection Systems

ii. Process & Instrumentation diagram of Fire Protection Systems

iii. Process Design Basis

iv. Material specification and scope of work

The above details are considered adequate for the Contractor for bidding.However, the inputs are subject to changes during design review & detailengineering review and shall be mutually agreed between the Department andthe Contractor.

Upon award of the Contract, the Department will organize, in consultation withthe Contractor, a FEED review meeting at their office (Mahendragiri), in which theContractor’s representative(s) shall participate.

2.3.2. Detail Engineering Review

The Department will review the Detail engineering to be done by the Contractor.

2.3.3. Process Fluids

The Department will provide, free of cost, the process fluids such as water andGN2 for commissioning.

2.3.4. Temporary Electrical Power Supply

Department will supply temporary electrical power supply for onsite fabrication/erection activities at a fixed point in MCC room on chargeable basis (Applicablecharge is Rs.8/- per kW-h as on date).

2.3.5. Water Supply

The water supply for temporary onsite fabrication, erection activities, testing andcommissioning of fire protection systems shall be drawn from the bore wells atSIET at the location shown in layout drawing no. LPSC/LMF/TSF/SCTF/EQL/DWG/01 - R5 of Volume 1 of this RFP document. Department shall provide watersupply, free of cost, at a fixed point However, Contractor shall arrange all thematerials to draw the water from bore wells and cater it to the required location.



2.3.6. Instrumentation System

The instrumentation works such as tubing Solenoid Valve (SOV) & cabling for EPvalves, mounting of pressure indicators and its cabling shall be realized by theDepartment.

2.3.7. Electrical System

The Department shall provide the electrical power at MCC room. The Contractorshall tap the electrical power to respective panels at MCC.

2.3.8. Commissioning (jointly with Contractor)

The Department will review operating procedures, preparedness of systems andtrial results.

2.3.9. Inspection at Worksite

Department’s representative shall inspect the worksite at any time during workexecution to ensure Safety & Quality at the worksite.



2.4. SCOPE OF WORK BY CONTRACTOR

The scope of work to be done by the Contractor for the realization of water basedfire protection system at SIET is given in this Section. The bidder shall submit acomplete quotation for the entire works mentioned herein.

2.4.1. Process Design (FEED) Review

The Department has done the Front-End Engineering Design (FEED) of thesystem. Process and Instrumentation Diagrams (P&ID) IPRC/S&FS/SIET/FIREWATER P&ID/R1 – Sheet 1 of 2 & 2 of 2 indicating the sizes of circuits, flowcomponents such as valves, filters, and instruments are given in this Volume.

Upon award of the contract, the Department shall submit their design documentto the Contractor, which gives details such as calculations for sizing of the fluidcircuits, sizing of flow components and details of instruments.

Within 1 month from the submission of the design document, Department willorganize a design review meeting at their office (Mahendragiri), in which theContractor’s representative(s) shall participate. The objective of the designreview is to arrive at a consensus between the Department and the Contractor onthe design of Fluids System of Fire Protection Systems and to freeze the inputdata for the detail engineering to be done by the Contractor.

However, in case of dispute between the Department and the Contractor, thedetails of fluid circuits, comprising flow components, instruments, etc., specifiedin the contract shall be final. The design calculations are based on the codes/standards mentioned in various sections of this document. In case the Contractorprefers to employ the alternative codes/ standards, the Department may agree,provided the alternative codes/standards shall be equal to or superior than thosespecified in the contract. In such cases where the Contractor employs alternativecodes/ standards, it shall be their responsibility to submit a copy of such codes/standards in English language to the Department during design review.

The design review shall primarily address the following.

Verification of P&IDs to comply with the specified functional requirements

Adequacy of the sizes of fluid circuits comprising pipelines, flowcomponents, instruments, etc. to comply with the specified processparameters

Adequacy of the in-built safety features

Once the process design review is completed, the Contractor has to jointly ownresponsibility for the process design.



2.4.2. Detail Engineering

Based on the approved design evolved during design review, the Contractor shallcarry out detail engineering, which shall comprise the following:

a. Preparation of the detailed layout (top view) drawings (indicating skeletaldimensions and to scale) of the pipelines of the fire protection fluid circuitsshown in the P&IDs for entire test stand facility in a single drawing legibly.The drawings shall be prepared by using AutoCAD based software only.

b. The 3-dimensional isometric drawings of the individual pipeline segmentsshall be made. The drawings shall be fully dimensioned (not to scale) andshow the locations of the fittings, flanges, flow components, instruments,pipe supports, etc. Each isometric drawing shall contain the detailed Bill ofMaterials (BOM).The drawings shall be prepared by using AutoCAD basedsoftware only.

c. Designing of Medium Velocity Water Spray Systems and High VelocityWater Spray Systems for the designed flow rates. It includes design ofdeluge system, sizing calculations of water spray nozzles and drawings forspray nozzle coverage details and its modeling.

d. Designing of In-line Balanced Pressure Foam Proportioning system for thedesigned flow rate. It includes design of foam concentrate storage tank,foam concentrate pump, foam proportionater, foam solution dischargedevice for dikes/ deflector pits and electrical/ instrumentation wiringconnection details of foam pump with pump controller for its remoteoperation.

e. Designing of Remote Operated Long Range Water Cum Foam Monitorsystem for the designed flow rate. It includes design, nozzle reaction forces,fabrication, throw distance of monitor, and electrical/ instrumentation wiringconnection for its remote operation.

f. Estimation of pressure drop based on the pipeline layout and isometricdrawings. Designing of pressure reducing valves to reduce the inletpressure to fire protection systems at SIET.

g. Analysis of water hammer effect from the GLR to each fire protectionsystems of SIET facility. Designing of suitable surge relief valve/ or otherprotection systems to avoid water hammer effect.

h. Design of structural supports and preparation of the detailed drawings ofelevated pipe racks, elevated platform with staircase for foam concentratetank & remote operated long range water cum foam monitor, deluge valvesshed, foam skid shed and for any other pipe supports and structuralsupports.

i. Designing of foundations with detail engineering for the foundation pockets,forces & moments acting on the foundation of elevated pipe racks, foam



concentrate storage tank, elevated platform with stair case for foamconcentrate tank & remote operated long range water cum foam monitors,foam pump, surge relief valve skid, deluge valves shed, foam skid shed andfor any other pipe supports and structural supports.

j. Preparation of maintenance free power earthing scheme for foam pumpmotor and remote operated water cum foam monitors.

k. Preparation of the purchase specification of the materials such asequipment, flow components, instruments, pipes, pipe fittings, etc.

l. Preparation of the detailed Quality Assurance Plan (QAP) for the materialssuch as pipes, pipe fittings, flow components, instruments, fasteners etc.The QAP shall address factors such as object tested, characteristics soughtfor, sample size, test procedure/ standard, acceptance criteria, form ofrecord, performing agency, witnessing agency, reviewing agency, etc. Thesample format of QAP is given in Annexure- 2.2 of this Volume.

m. Preparation of detailed procedure and acceptance criteria for fabrication,installation, testing and commissioning.

n. The list of Sub-vendors from whom the Contractor has finalized (from thedirectory given in the Contract) to purchase the materials/ services shall beprovided.

o. Preparation of execution plan and safety plan to be followed during erection& commissioning phase.

The above said detail engineering outputs shall be documented and thedocuments shall be submitted to Department in advance for perusal.

2.4.3. Purchase of Materials

All the materials such as equipment, flow components, instruments, pipes, pipefittings, etc. are to be purchased by the Contractor. The general specifications ofthe systems are given in Section 2.5 of this RFP document. The detailedpurchase specifications for the individual items to be purchased shall be made bythe Contractor. The purchase specifications of such items and the sub-vendorsfrom whom such items are to be purchased are subject to review and approval bythe Department.

2.4.4. Supply of Spares

a. Spare parts of flow components: For the parts used in the flow components,the Contractor shall supply essential spare parts for 40% of particularcategory and size (like seat insert, body gasket, gland packing, plug stemassembly etc. for valves) and cost shall be included in the individual basicitem. The list of essential spares to be supplied along with flow componentsshall be mentioned along with the bid.



b. Spares and consumables for erection and commissioning: Consumables(like gaskets, lubricants, grease, PTFE tapes, etc) required/ used duringerection and commissioning shall be supplied by the Contractor. It is theresponsibility of the Contractor to account the required quantity till thecompletion of commissioning. Cost for these spares shall not be quotedseparately.

2.4.5. Fabrication, Installation and Testing

The fabrication, installation and testing includes cutting, grinding, welding ofpipelines and structural steels as per approved drawings, making of foundations,fixing & installation of equipment, pipelines & platforms as per approved layout.This also includes radiographic testing and hydraulic testing of pipelines andapplication of paints in fire protection pipelines.

The approximate quantum of work shall be as follows.

Sl. No Work Item Quantity

1) Carbon Steel Pipe Butt and Mitre Welding with DPT : 11800 Inch Diameter

2) Carbon Steel Pipe Socket Welding with DPT : 3200 Inch Diameter

3) Stainless Steel Pipe Butt and Mitre Welding with DPT : 200 Inch Diameter

4) Stainless Steel Pipe Socket Welding with DPT : 600 Inch Diameter

5) Pipe Bending (Pipe size ≤ DN 25) : 50 Inch Diameter

6) Installation of Pipelines : 51000 Inch meter

7) Radiographic Testing : 1200 Inch Diameter

8) Hydraulic Pressure Testing : 51000 Inch meter

9) Mounting and Installation of Equipment : 10000 Kilogram

10) Fabrication & Erection of Structural Steels : 60000 Kilogram

11) Application of Paint : 4400 Square meter

12) Application of Wrapping and Coating Materials forUnderground Piping : 600 Square meter

13) Brick Masonry : 10 Cubic meter

14) Plain Cement Concrete (PCC) : 50 Cubic meter

15) Reinforced Cement Concrete (RCC) : 70 Cubic meter

16) Interlocking Paver Blocks : 100 Square meter

17) Dismantling of Concrete Structure/ Flooring – PCC/RCC : 75 Cubic meter

18) Earth Excavation : 60 Cubic meter

19) Earth Filling : 40 Cubic meter

20) Electrical & Instrumentation Works : 01 Lot



2.4.5.1. Pipe Fabrication, Welding and DP Testing

Pipe sizes of Fire Protection Systems of SIET vary from DN 500 to DN 15.

For Carbon Steel Pipes:

Pipe sizes ≤DN 150 shall be schedule 40.

Pipe size ≥DN 200 & ≤DN300 shall be schedule 20.

Pipe sizes ≥DN 250 shall be schedule 10.

For Stainless Steel Pipes:

Pipe sizes ≤DN 50 shall be schedule 40.

Pipe sizes ≥DN 65 shall be schedule 10.

The scope of work for pipe weld joints shall include all operations associated withmaking each joint including cleaning, marking-out, cutting, profiling, beveling,grinding, aligning, fitting-up, root welding and final welding, cleaning of welds andDP Testing. Profile cutting on pipes for fixing of DN 15 or DN 20 half coupling forfixing of nozzles/ sprinklers shall be done by core cutting and the pipe internalshall be cleaned by means of blowers.

The root welding of Butt weld joints in Carbon Steel (CS) pipelines shall becarried out by Gas Tungsten Arc Welding (GTAW) and final welding of the jointsshall be carried out by Shielded Metal Arc Welding (SMAW).The grade of thewelding electrodes shall be got approved by Department before commencing thewelding works.

Stainless Steel(SS) pipelines welding and carbon steel pipelines socket weldingshall be performed by Gas Tungsten Arc Welding (GTAW) with Gaseous Argon(99.995 % purity) as the purge medium.

All the pipelines welding should be done only by qualified welders. The weldingprocesses, welding procedure qualification and welder’s performancequalification shall be done as per ASME Section IX.

All the butt and mitre welded joints shall be subjected to DPT at the root pass. Allthe socket weld joints shall be subjected to Dye Penetrant Test (DPT) at the rootand final passes.

2.4.5.2. Pipe Bending

The pipe bends shall be employed in lieu of elbow fittings for the pipe sizes ≤DN25. The pipes under the bending process shall produce wrinkle-free bends.Unless specified otherwise, the radius of curvature measured to the centre-line ofthe pipes shall be equal to 3 times the nominal pipe size (diameter). The bendingshall normally be done in cold condition.



2.4.5.3. Installation of Pipelines

The scope of work covered under this heading shall include all the work requiredfor proper installation of pipelines, including fittings, flow components&instruments, supply of necessary fasteners and gaskets. The end connections ofthe flow components may be threaded or flanged or welded. The work shallinvolve connecting pairs of flanges like the flange between the pipeline and aflanged valve by fixing and tightening the fasteners, fixing of gaskets andscrewing in threaded fitting like pressure gauges to a mating fitting like athreaded valve. There shall be no limitation to the number of flanged or threadedconnections per inch-metre length of the pipeline installed.

The work shall include shifting of pipes, handling, rigging, erection of scaffolding,plumbing and alignment of pipes and fitting in their respective positions and totheir respective supports. The pipelines shall be securely anchored to thesupports with suitable U-Clamps/ anchor blocks and packing materials. Pipelinesmay have to be routed over hilly terrain yard, paved yard, pipe rack structures,underground and inside trenches. Making pathway for access to such areas,removal of bushes along the routing and movement of the welding equipmentand cablings to such areas shall be performed by the contractor. Work shall bedeemed completed only after the pipeline is properly located and permanentlysupported in its final position in the field.

Studs: Material of full threaded Studs shall conform to ASTM A193GR.B7and hexagonal nut shall conform to ASTM A194 GR.2H. Thedimension of studs and nuts shall conform to IS 1367. Flat washers shallsuit to corresponding stud size. One set shall contain a stud, two nuts andtwo washers. All fasteners shall be surface treated (Hot dip galvanised/Teflon coated) for corrosion resistant.

U-Bolt Clamp: Material for U-bolt clamps and nuts shall be of carbon steeland conform to IS 1367. It shall be of hot dip galvanized finish. Flat washersshall suit to corresponding U-bolt clamp. One set shall contain a U-Bolt, twonuts and two washers.

Gaskets: Compressed Asbestos Fiber (CAF) non-metallic gaskets shall beused for flange joints and it shall conform to IS 2712 grade W/3. The gasketshall be suitable to ASME B16.5, 150 class flanges and the dimension shallbe as per ASME B16.21.

2.4.5.4. Radiographic Test

Contractor shall generally subject 10% of total butt-welded joint to radiographictest. The joints to be radiographed shall be randomly selected by Department.The discretion as to whether to insist on radiographic test for additional joints ornot shall also remain with the Department.



The scope of work by the contractor shall cover all operations and arrangementssuch as supply of X-ray/ Gamma ray equipment, penetrometers, scaffoldings,screens, films, facilities for developing the films, etc. required for performingradiographic test. In all radiographic films, 2% equivalent sensitivity level shall bemaintained. The developed film shall be with the joint identification numbermarked on the films.

2.4.5.5. Hydraulic Pressure Test

After welding, DP Testing and radio-graphic test, if any, the pipeline assemblyshall be subject to pressure test of 1.5 times the MAWP. The test methodologyand acceptance criteria shall be as per ASME B31.3. Water at atmosphericpressure shall be supplied by Department, free of charge, at one point in thework site. The contractor’s scope shall be as follows:

a. To arrange for hydraulic pressure test pump and high pressure flexible hosefrom hydraulic test pump to the pipeline assembly, along with valve,temporary closure, adaptor, calibrated pressure gauge, PTFE thread tapeetc.

b. Closures of opening by blind flanges and plugs in half couplings.

c. To operate the hydraulic pressure test pump and maintain the test pressurein the pipeline assembly during inspection.

d. Post hydraulic pressure test, removal of plugs and fixing of water spraynozzles in half couplings.

2.4.5.6. Mounting and Installation of Equipment

Contractor shall carryout all the erections involving foam concentrate tank, surgerelief valve skid at Department’s site. It is the responsibility of the contractor toarrange suitable material handling equipment for loading and unloading ofequipment.

a) Unloading of the equipment from the trailer/ lorry by using crane, fork lift orany other safe and suitable material handling equipment. The Departmentwill exercise control over the Contractor in the choice of suitable materialhandling equipment and procedure to ensure safety of the equipmenthandled.

b) Mounting and installation of the equipment on the foundation pedestal byusing suitable material handling equipment.

c) Checking of level of the equipment by using U-tube water level, dial gaugeand spirit level and correcting level difference, if any, by using metal shimsof required thickness.

d) Tightening of the foundation bolts to the required torque.

e) Filling of the foundation pocket with non-shrink cement concrete.



2.4.5.7. Fabrication and Erection of Structural Steel Works

The scope of work includes supply, fabrication, assembly and installation of alltypes and size of structures like truss/frame works, pipe supports, base plates,chequered plates and any other type structures as per the design. It also includessupply of foundation bolts, Hilti anchor bolts, studs/ bolts & fabrication, cutting,drilling, welding, assembly, installation, fixing of bolts and providing necessarytorque after installations and adjustment of the structures according to therequirements at specified locations. There shall be no limitation to the number ofwelds or drillings to be carried out per kilogram of the structural works. The workincludes pipeline supports,5m height pipe rack for routing of pipes as per thepiping layout,2m x 2m x 5m height elevated platforms with staircase for all themonitors, elevated platforms with staircase for foam concentrate storage tank,cross over platforms, shed for deluge valves and foam skid at the tentativelocations shown in layout drawing.

Structural Sections: Material shall conform to IS 2062 Grade E 275 BR.

Base Plates: Material shall conform to IS 2062 Grade E 275 BR.

Chequered plates: Material shall conform to IS 2062 Grade E 250 A andrequirement for chequered plates shall conform to IS 3502.

Foundation Bolts: Conforming to IS 5624, including washer and hexagonnut conforming to IS 1360 (Part 3).

Studs: Material of full threaded Studs shall conform to ASTM A193GR.B7and hexagonal nut shall conform to ASTM A194 GR.2H. Thedimension of studs and nuts shall conform to IS 1367. Flat washers shallsuit to corresponding stud size. One set shall contain a stud, two nuts andtwo washers. All fasteners shall be surface treated (Hot dip galvanised/Teflon coated) for corrosion resistant.

2.4.5.8. Application of Painting

The scope of work includes supply of paint materials & consumables and paintingof all carbon steel pipes and structural works using brush. Pipe surface andstructural surface shall be prepared for mill scale, rust, and foreign matter bymeans of blast cleaning before applying paints. The minimum acceptablestandard of blast cleaning shall SA 2.5 as per Swedish Standard SIS-05-5900-1967 or equivalent. Primer shall be done within 4 hours of completion of cleaning.First coat of primer having minimum thickness of 100 microns (DFT), second coatof Intermediate coating having minimum thickness of 80 microns (DFT), third &fourth coats of Aliphatic Polyurethane paint having minimum thickness of 30microns (DFT) per coat shall be applied.

First Coat: Primer – Protectomastic of Berger or equivalent make of Asian /Nerolac.



Second Coat: Intermediate Coating - Epilux HB MIO Coating of Berger orequivalent make of Asian / Nerolac.

Finishing Coats: Aliphatic Polyurethane Paint - Bergerthane Finish ofBerger or equivalent make of Asian / Nerolac.

The paint colour scheme shall be as follows;

Carbon Steel Pipes : Fire Red to RAL 3000

Structural Supports : Smoke Grey

Platform Hand Rails : Golden Yellow

Staircase : Black

Stainless Steel pipelines for foam concentrate shall be painted with identificationbands of 100mm width at 2m span. The colour code scheme shall be Fire Red toRAL 3000

2.4.5.9. Application of Wrapping and Coating Materials for Underground Piping

The scope of work includes supply of synthetic primer coating, type B conformingto IS 9912/AWWA C203, 4mm thick coal tar based anticorrosion tape conformingto IS 15337/AWWA C203 and the application of underground pipes coating andwrapping shall be done according to code of practice IS 10221.

The pipe surface shall be degreased and the rusts shall be cleaned by means ofblast cleaning before applying paints. The minimum acceptable standard of blastcleaning shall SA 2.5 as per Swedish Standard SIS-05-5900-1967 or equivalent.Priming shall be done within 4 hours of completion of cleaning. One coat ofsynthetic primer shall be applied on pipes immediately after cleaning either bybrush or spray. The primer shall be allowed to become touch dry prior towrapping the tape. Before wrapping the coal tar based anticorrosion tape to thepipe, the primer-coated pipe shall be gently heated by a run of LPG torch orsuitable heat source. The tape shall be wrapped either by spiral orcircumferential method to the pipe and there shall be a minimum of 12.5 mmoverlap per single wrap. Over the weld joints, after necessary inspections, theprocedure for coating and wrapping shall be of a bare pipe. Overlap on each sideof weld joint shall be a minimum of 50 mm. In wrapping application, care shall betaken that there are no air pockets or bubbles beneath tape and tape shall be inintimate contact with the primed steel.

2.4.5.10. Civil Works

The scope of work shall include detail engineering for the foundations such asfoundation pockets, forces & moments acting on the foundation of elevated piperacks, foam concentrate storage tank, elevated platform for remote operated longrange water cum foam monitor, foam pump, surge relief valve skid, deluge valves



shed, foam skid shed and for any other pipe supports and structural supports. Italso includes supply of steel reinforcement rods, binding wires, cement, sand,gravels, cement concrete interlocking paver block etc. and the work includesexcavations of earth for making foundations of structures and equipment. Thetypical works under this heading include the following:

a. Breaking of existing PCC/ RCC pavements/ structures.

b. Excavation of earth, leveling for laying the pipelines, providing pipe supportsand filling of earth after laying the underground pipes.

c. Provision of foundation and pedestals with foundation bolts for deluge skids/equipment, pipe supports and elevated structural platforms.

d. Grouting of equipment, pipe supports, structural works by PCC/ RCC.

e. Construction of bund wall around deluge valves, foam tank and surge reliefvalve skid to contain the drained water.

f. Construction of trench with slab covers to channalise drained water frombund and routing to the collection pit/ storm water drain or to the locationdirected by the Department.

g. Construction of hose cabins using brick masonry, RCC slabs and laying ofcement concrete interlocking paver block pavement around hose cabinsand fire hydrants.

h. Plastering the wall surfaces of fire hose cabins and concrete surfacesincluding foundation pedestals.

i. After plastering, two coats of white washing of the fire hose cabin, finishedsurfaces and two coats of cement based paint for fire hose cabin (Fire redshade).

The composition shall be as follows:

PCC - Cement: Sand: Gravel = 1:4:8

RCC - Cement: Sand: Gravel = 1:1.5:3

Brick masonry - Cement: Sand = 1:6

Plastering - Cement: Sand = 1:5

Factory made Cement concrete interlocking paver block shall be of 60mm thickmanufactured by Unik Pavers/ Ultra Tech Cobble Paver/ Dazzle of M30 grade orabove conforming to IS 15658 made in silicon mold with sides having smoothfinish and the top surface shall be anti-skid/ matt finish. The pattern, shape andcolour of the paver block shall be as per the department’s requirement. Generallythe colours of paver block shall be Red, Golden yellow, Grey and Black. Thepaver block shall be laid over a bedding of 75 mm thick well compacted 6mm to10mm coarse aggregate and the joints shall be filled with fine sands andcompacted by roller.



2.4.5.11. Electrical and Instrumentation Works

The scope of work shall include electrical and instrumentation work related tomotors of foam concentrate pump, remote operated water cum foam monitorsand surge relief valve skid. The work includes supply and fixing of motor controlstarter panels at MCC and supply, lay & terminate the signal, control and powercable from foam concentrate pump, remote operated water cum foam monitors tothe Junction box and the MCC room/ Cable Terminal Room (800 m from eachmonitor, foam pump & surge relief valve skid). The power and control cablesshall be copper armoured & FRLS type and the cable rating shall be as specifiedby the manufacturer. Cable tray required for laying the above said cables is alsoin the scope of the contractor. Any other junction boxes, control panels, switches& relays required at the field for execution of above said works shall be in thescope of the contractor.

Contractor shall complete instrumentation and control systems as required tomake the foam pump and Remote operated Long Range Water cum FoamMonitor operable in all respects.

Body of all the electrical equipment, motor etc., shall be earthed using suitablesize copper wire/strip corresponding to power rating and finally connected tomaintenance free earthing system and copper wire/strip as per IS 3043.Resistance of power earthing system shall be less than. Adequate no. of earthpits shall be planned depending upon the soil resistivity. Construction of earthpits for the above is under the scope of Contractor.



2.4.6. Commissioning

After completion of installation and testing of all the fire protection circuits, thewater based fire protection systems established at SIET shall be jointlycommissioned by the Department and the Contractor. The contractor shallprepare system wise Standard Operating Procedure. The readiness of thesystems and the procedure would be reviewed and approved by the department.

2.4.6.1. Functional Test of Fire Protection Systems

The individual fire protection systems shall be validated independently.

Filling of water in fire protection system fluid circuit and pressurizing thesystem to 85% of MAWP to validate the structural integrity.

Filling and draining of water in Foam concentrate tank.

Functional check of all flow components (including evaluation of responsetime of EP valve)

Verification of all instruments.

Functional check of foam concentrate pump in no load condition.

Functional check of motors of remote operated water cum foam monitor

2.4.6.2. Performance Evaluation Test of Fire Protection Systems

Operation of the fire protection systems as per the design philosophy andevaluating their performance for the rated criteria.

Flow trial of individual fire protection system to evaluate the flowcharacteristics& pressure drop, nozzle coverage, minimum pressurerequirement at farthest nozzles, throw distance.

The performances of foam concentrate pump and foam-water system withfoam-water.

Performance evaluation of pressure reducing valves and surge relief valve.



2.5. SPECIFICATIONS OF THE SYSTEMS

2.5.1. Pressure Reducing Deluge Valve

General

Nominal size : DN 200 DN 150

Quantity (Nos.) : Two Five

Tag numbers : FVD 9222; FVD 9226 FVD 9221; FVD 9223; FVD 9224;FVD 9225; FVD 9227

Mounting Type : Horizontal Mounting

Fluid medium : Water

Working temperature range : 300 K to 323 KPermissible Leakage acrossBody : ASME B16.34

Permissible Leakage acrossSeat : ANSI - FCI 70-2, Class VI/ ASME B16.14

End connections : Flanged (Raised Face) As per ASME B 16.5

Pressure Rating Class : 150#

Material of Construction:

Body : ASTM A 216 Gr.WCB

Diaphragm & O Ring : BUNA-N/ Neoprene Rubber/ EPDM

Valve Seat : ASTM A 351 Gr.CF 8M

Clapper or Retainer : ASTM A 351 Gr.CF 8/ ASTM A 351 Gr.CF 8MPressure ReducingRegulator : SS 304/304L/316/316L

Bolts & Nuts : A 193 Gr. B7 & A 194 Gr. 2H

Inlet & Outlet Drain Valve : SS 304/304L/316/316L

Gaskets : Asbestos CAF/ Spiral Wound PTFE/ Equivalent

Control Trim

Actuation : Hydraulic, Electric and Manual

Trim Type : Wet pilot trim with test & alarm trim and drain trim.

Pressure ReducingRegulator :

To reduce the higher inlet pressure corresponding to pressurerating class to lower outlet pressure of 0.3 MPa by adjustingscrew and provision of its locking arrangement.

Accessories to be includedper deluge valve :

a. Pressure Gauges - 2 nos.; Dial: 150 mm, Range: 0 - 2MPa.b. Water Motor Gongc. Release Valve (Manual actuation)d. Strainer - Y Typee. Non-Return Valvef. Flow Control Deviceg. 2 Way 24VDC Solenoid Valve - 1 no.h. Pressure Switch - 2 nos.

Weather proof IP65 &Explosion Proof Zone1, Gr. II A

Approvals : UL Listed/ FM Approved/ Equivalent

MOC- SS 304/304L/316/316L



Tests:

I. Material test certificates: The material test certificates, detailing the physical andchemical properties of the principal pressure–bearing parts shall be provided.

II. Soundness test for castings: All the castings shall be subject to soundness testwith radio-graphic or ultra-sonic technique for flaw detection.

III. Hydraulic shell pressure test: The valve in partially open position shall besubjected to pressure test with Water (with suitable corrosion inhibitor) at 1.5 timesthe maximum rated working pressure of the particular pressure rating class of thevalve. The test procedure and acceptance criteria shall be as per applicablestandards.

IV. Hydraulic seat pressure test: The valve, in closed position, shall be subjected topressure test with Water (with suitable corrosion inhibitor) at 1.1 times the maximumrated working pressure of the particular pressure rating class of the valve. The testprocedure and acceptance criteria shall be as per applicable standards.

V. Cleaning: All the interior flow surfaces of the valve shall be cleaned and the ends/ports shall be blanked off by dust-tight plastic caps.

VI. Marking: All the valves are assigned tag numbers for identification. The tag numberfor each valve, nominal size, pressure rating class, material of construction etc. shallbe legibly and indelibly engraved on the body of the valves.

VII. Painting: Complete degreasing, surface preparation, two coats of epoxy primer andtwo coats of PU paint (fire red shade RAL 3000).

VIII. Calibration Certificates: For pressure gauges and pressure switch, calibrationcertificates shall be provided.



2.5.2. Inline Balanced Pressure Foam Proportioning SystemIn-line Balanced Pressure Foam Proportioning system consist of foam skid comprising12m3stainless steel foam concentrate tank, positive displacement pump with flame proofmotor and pump controller, foam proportionaters with suitable sizes, interconnectingpipes, flow components, pressure gauges, foam-water spray sprinklers, foam makersand low level discharge device for dikes and deflector pits. All interconnecting pipesbetween foam concentrate tank, foam pump and foam proportionaters shall be SS 304L/316L.In-line Balanced Pressure Foam Proportioning system shall be designed andinstalled according to relevant NFPA standards.

2.5.2.1. Foam Concentrate Tank

The scope includes design, procurement of materials, fabrication, testing, cleaning,inspection and supply of foam concentrate tank as per following specifications.

General

Type : Atmospheric Tank

Volume : 12 m3

Tag numbers : FCT 9261

Mounting Type : Vertical Mounting

Fluid Medium : Aqueous Film Forming Foam Concentrate

MOC : SS 304L/316L

Operating Pressure : Atmospheric Tank

No. of Nozzles : 7 nos.

Nozzles on Top of Tank : Filling, Air Vent, Pressure and Vacuum Vent

Nozzles on Bottom of Tank : Return Line, Suction and Drain

Nozzle Flanges : Flanged (Raised Face) As per ASME B 16.5

Size of Man hole : 600 mm at the top of the tank with Davit Armarrangement

Accessories to be Included : Level gauge (sight glass) with isolation valves: Ladder: Lifting lugs

Codes &Standards

Design :ASME Boiler and Pressure Vessel Code SectionVIII Div.1(Consider only the liquid head elevationfor design).

Pipe Flanges And FlangedFittings : ASME B16.5

Nozzle pipes : ASME 36.19M

Wind load : IS: 875 (part 3)

Seismic load : IS: 1893 (Zone 3)



1. The contractor shall prepare the design calculation, general arrangementdrawing, fabrication drawings and Quality Assurance Plan (QAP) and itshall be submitted to the department for approval.

2. Welding of vessel shall be carried out by GTAW process and shall beperformed only by welders qualified under section IX of the ASME Boilerand Pressure Vessel Code, using procedures mentioned under Section IX.Welding procedures must be approved and welder must be qualified by TPIagency.

3. All butt welds shall be full penetration welds and shall be 100%radiographed (X-ray, 2% equivalent sensitivity).

4. Saddle supports have to be designed for maximum weight of the tank infully filled condition.

5. The vessel shall be offered for inspection to Third Party Inspection Agency.Scope of inspection & test plan by TPI agency shall include approval of thedesign calculation and fabrication drawings prepared by the contractor,review of material test/UT test certificates, witness of DP test, review ofradiographic films, witness of filling test, final dimensional check includingcheckup of internal and external attachments, Examine final documents andas built drawings and countersigning the same, issuing of all relevantcertificates and final release note.

6. Three numbers of production master file shall be submitted by the fabricatoralong with the supply. It shall contain

a. Approved design calculations

b. Approved drawings

c. Third party inspection certificates (all certificates covers in their scopeof inspection)

d. Final release note by third party inspection agency

e. Facsimile of stamping

f. Guarantee certificate



2.5.2.2. Foam Concentrate Pump

Operating ConditionsFluid Medium : Foam Concentrate

Specific Gravity : 1 to 1.12

Viscosity : 0.1 kg/m.s

Flow Rate : 350 lpm

Suction Pressure : 0.1 MPa

Discharge Pressure : 1.0 MPa

PumpType : Positive Displacement Pump

Tag Number : FCP 9261

MOC : SS 304/304L/316/316L for all metallic parts

Suction Pipe Size : Size shall be based on detail engineering

Discharge Pipe Size : Size shall be based on detail engineering

End Connections : Flanged (Raised Face) as per ASME B 16.5

Pump Controller Functions(Minimum Requirements)

: Emergency Start Pushbutton, Remote Start TerminalConnection, Remote Pump Operating Contact,Pressure/Flow Switch Starting Contact, Low FoamConcentrate Level Alarm, Phase Failure / PhaseReversal Alarm

DriveType : Electric

Rated voltage : AC 415V ± 10%, 3 Phase

Frequency : 50 Hz ± 2%

Mounting : Horizontal Floor Mounting

Motor Enclosure : Flame proof suitable for Zone 1 Group IIA as perIS2148

Codes & StandardsSelection, Installation andOperation : NFPA 20

ApprovalsListing : UL/ FM Approved/ Equivalent

Note: Rated Input, Rated Output, Speed in RPM, Vibration level should be provided byPump Supplier.

The Contractor’s scope shall include supply, lay and terminate the signal, control andpower cable from foam pump to the Junction box and the MCC room/ CTR (800 m fromfoam pump). The power and control cables shall be copper armoured & FRLS type andthe cable rating shall be as specified by the manufacturer. Cable tray required for layingthe above said cables is also in the scope of the contractor. All instruments andequipment shall be explosion proof Zone 1, Group IIA, T4. Control panel shall conform toIP 65 or NEMA 4.



2.5.2.3. Inline Balance Pressure Foam Proportioner

General

Type : Inline Balance Pressure Foam Proportioner withManual Bypass

Quantity : 6 nos.

Tag Numbers : FFP 9261, FFP 9281, FFP 9282, FFP 9283, FFP9284, FFP 9285

MAWP : 1 MPa

MOC : SS 304/304L/316/316L

Flow Rate : 1353lpm–Deflector Pit (1 no.)3000 lpm–Water cum Foam Monitor(5 nos.)

Type Of Foam Concentrate : AFFF 3%

Approvals

Listing : UL/ FM Approved/ Equivalent

2.5.2.4. Low Level Foam-Water Discharge Device

General

Type : Type II discharge device - Foam Maker and Pourer

Quantity& Flow Rate(lpm)* : 8 nos. (for Low, Medium Pressure Run Tank and Drain

Tank dike) – 125 lpm per pourer

: 2 nos. (for pump house) – 50 lpm per pourer

12 nos. (for deflector pit) – 225 lpm per pourer

Fluid Medium : Foam - Water

MAWP : 1 MPa

Material of Construction

Body : SS 304/304L/316/316L

Orifice : SS 304/304L/316/316L

Air inlet Screen : SS 304/304L/316/316L

Approvals


*Quantity and Flow rate shall vary based on detail engineering



2.5.2.5. Foam Concentrate

General

Type : Aqueous Film Forming Foam Concentrate 3%

Quantity : 11000 Liters

Approvals




2.5.3. Remote Operated Long Range Water cum Foam MonitorScope of supply includes supply of stand pipe, turret, fog/jet nozzle, motors, limitswitches, control unit, joystick panel, manual override, junction box, electrical andinstrumentation cables, cable trays etc. for the installation and operation of the monitors.

Monitor Specification

Nominal Size : DN100

Type : Non-Aspirating Type Water cum Foam Monitor

Actuation : Remote Operated by means of Joy Stick

Quantity : 5 nos. 1 no.

Tag Numbers : FWM 9281 to FWM 9285 FWM 9286

Service Medium : Foam-Water Water

Flow rate : 3000 lpm at 0.7MPa

Operating range : 2500 lpm – 5000 lpm

Inlet connection : Flanged (Raised Face) As per ASME B 16.5


Rotation : 165 degrees

Elevation : -45 to +70 degrees

Nozzle adjustable : From jet to fog (without shut off)Bearings for rotation andelevation : Water balanced slide bearings

Material : Stainless Steel

Finish : Primer and red epoxy coat (each two coats)Distance betweenmonitor and MCC : 800 m (approx.)

Approvals : UL Listed/ FM Approved

Electric Motor Drive

Voltage : AC 415V/ 240V ± 10%

Frequency : 50 Hz± 2%

Insulation class : B

IP class : IP 56

Ex class : EEx e IIB T4

Ex standard : ATEX/ CSA/ NEC or equivalent

Output shafts : Stainless Steel



Control Panel

Joystick / Push Buttons with indication for up, down, right and left movements onthe nozzle.

Push button/joystick with indication for adjustment of spray / jet.

Junction Box

Junction boxes shall be IP 65, explosion proof type Zone 1, IIA T4 conform to thehazardous area classification.

The terminal box shall be suitable enough to facilitate easy connection of thecables.

The terminal box shall be provided with cable lugs and entries for suitable cableglands corresponding to the size of the specified cable. Nickel plated brassdouble compression type cable glands / flame proof cable gland shall be suppliedalong with the motors for the specific cable size.

1. The scope includes installation of UL Listed/ FM approved Remote Operated LongRange Water cum Foam Monitor at the locations directed by Department.

2. The Remote Operated Long Range Water cum Foam Monitors shall have theprovision to mount the CCTV camera (Department scope) for fire surveillance. Theinput of camera’s mounting base shall be provided by Department to Contractorbefore approval of GA drawing and contractor shall intimate the department’srequirement to the manufacturer.

3. The contractor shall design, fabricate and install elevated platforms for all themonitors. The size of the platform is 2m x 2m and the height is 5m. The staircasefor the elevated platform shall conform to relevant IS standards.

4. Contractor shall establish the fluid circuits, electrical works, instrumentation worksand civil works as directed by the Department for a Mobile type Remote OperatedLong Range Water cum Foam Monitor (Department scope).

5. The monitor shall be so designed as to resist the nozzle reaction forces duringoperation and shall be capable of being handled by one person.

6. The contractor’s scope shall include supply, laying and terminate the signal,control and power cable from monitor to the Junction box and the MCC room (800m from each monitor). The power and control cables shall be copper armoured &FRLS type and the cable rating shall be as specified by the manufacturer. Cabletray required for laying the above said cables is also in the scope of the contractor.

7. Contractor shall complete instrumentation and control systems as required tomake the Remote operated Long Range Water cum Foam Monitor operable in allrespects.

8. Performance test shall be carried out on all monitors as per the relevant standards.



2.5.4. Manual Valve - Triple Offset Butterfly Valve (TOBV)

General:

Nominal size :

As mentioned in table 2.5.4Quantity (Nos.) :

Tag numbers :

Type : Triple Offset Butterfly Valve- Short type

Actuation : Manual - Gear Operated


Working temperature range : 300 K to 323 K

Permissible Leakage across Body : As per API 598

Permissible Leakage across Seat : As per API 598




Body& Disc : ASTM A216 Gr.WCB

Integral Seat (hard faced) : CoCr. alloy Gr.21

Shaft : ASTM A479 Gr.410

Seat Seal : UNS 31803 + Graphite

Bearing : SS 316


Codes & Standards:

Design Standard : API609 Category B, ASME B 16.34

Face to Face Dimension : API609 Category B, ISO 5752

Hydraulic Test - Shell & Seat : API 598



Table 2.5.4 - Triple Offset Butterfly Valve

Sl. No Tag No Size (DN) Quantity (Nos.) Medium

1. FVM 9200(a) DN 500 01 Water2. FVM 9200(b)

DN 300 02 Water3. FVM 92544. FVM 9224

DN 200 13 Water

5. FVM 92256. FVM 92267. FVM 92368. FVM 92379. FVM 923810. FVM 928111. FVM 928312. FVM 928513. FVM 928714. FVM 928915. FVM 929116. FVM 929317. FVM 9221

DN 150 18Water

18. FVM 922219. FVM 922320. FVM 922721. FVM 922822. FVM 922923. FVM 923024. FVM 923125. FVM 923226. FVM 923327. FVM 923428. FVM 923529. FVM 923930. FVM 924031. FVM 924132. FVM 926633. FVM 9268

Foam - Water34. FVM 927035. FVM 9251 DN 100 01 Water36. FVM 9252

DN 80 02Water

37. FVM 9271 Foam - Water



Tests:



III. Hydraulic shell pressure test: The valve in partially open position shall besubjected to pressure test with Water (with suitable corrosion inhibitor) at 1.5 timesthe maximum rated working pressure of the particular pressure rating class of thevalve. The test procedure and acceptance criteria shall be as per API 598.

IV. Hydraulic seat pressure test: The valve, in closed position, shall be subjected topressure test with Water (with suitable corrosion inhibitor) at 1.1 times the maximumrated working pressure of the particular pressure rating class of the valve. The testprocedure and acceptance criteria shall be as per API 598.

V. Cleaning: All the interior flow surfaces of the valve shall be cleaned and the endsshall be blanked off by dust-tight plastic caps.





2.5.5. Manual Valve - Butterfly Valve

General:

Nominal size :

Quantity (Nos.) : As mentioned in table 2.5.5

Tag numbers :


Type : Butterfly Valve–Integrally Molded Liner & Wafer Type

Actuation : Manual - Lever Operated


Permissible Leakage acrossBody : EN 12266 Part 1/ API 598/ ISO 5208

Permissible Leakage acrossSeat : EN 12266 Part 1/ API 598/ ISO 5208



Body : ASTM A216 Gr.WCB/ ASTM A351 CF8/ CF8M

Body Liner : Nitrile Rubber/ EPDM/ Viton

Disc : ASTM A351 CF8/ CF8M


Codes & Standards:

Design Standard : EN 593 (BS 5155)/ API 609 Cat A/ ISO 5752

Testing Code : EN 12266 Part 1/ API 598/ ISO 5208



Table 2.5.5 - Butterfly Valve

Sl. No Tag No Body Size(DN)

Quantity(Nos.) Medium

1. FVM 9201-9220,FVM 9220(a) to 9220 (e),FVM 9255

ASTM A216 Gr.WCB80 26 Water

2. FVM 9200(c), FVM 9200(d),FVM 9200(e), FVM 9200(f)

ASTM A216 Gr.WCB65 4 Water

3. FVM 9261, FVM 9262, FVM9263, FVM 9264, FVM 9265

ASTM A351 CF8/CF8M

65 5 FoamConcentrate

4. FVM 9273, FVM 9294 ASTM A216 Gr.WCB 50 2 Foam - Water

Tests:





V. Cleaning: All the interior flow surfaces of the valve shall be degreased with suitablesolvent and cleaned.





2.5.6. Manual Valve - Ball Valve

General:

Nominal size :


Tag numbers :

Fluid medium :

Pattern : Ball

Port : Two Way

Style of Construction :

Full Bore

Two Piece for size ≥ DN 25

Three Piece for ≤ DN 20

Actuation : Manual - Lever Operated


MAWP : 1 MPaPermissible Leakage acrossBody : API 598/ Applicable Standards

Permissible Leakage acrossSeat : API 598/ Applicable Standards

End connections : As mentioned in table 2.5.6

Pressure Rating Class : As mentioned in table 2.5.6


Body : ASTM A351 Gr.CF8M/ ASTM A182Gr.F316

Ball : ASTM A351 Gr.CF8M/ ASTM A182Gr.F316

Body Seat : PTFE

Stem : ASTM A479 Type 316 or equivalent

Body Seal : PTFE/ Graphite

Stem Seal : PTFE/ Graphite

Lever : Stainless Steel

Bolts & Nuts : ASTM A193 Gr. B8/ B8M &ASTM A194 Gr. 8/ 8M

Codes & Standards:

Design Standard : API 6D/ ISO 17292

Pressure Testing Code : API 598/ Applicable Standards

Fire Testing Code : API 607/ ISO 10497



Table 2.5.6 - Ball Valve

Sl.No Tag No Size

(DN)Quantity(Nos.) Fluid Medium Pressure

Rating Class End Connections

1. FVM 9201(a)

15 15 Water 800 Threaded Ends NPTas per ASME B1.20.1

2. FVM 9201(b)

3. FVM 9201(c)

4. FVM 9201(d)

5. FVM 9201(e)

6. FVM 9201(f)

7. FVM 9201(g)

8. FVM 9201(h)

9. FVM 9221(a)

10. FVM 9221(b)

11. FVM 9251(a)

12. FVM 9251(b)

13. FVM 9251(c)

14. FVM 9261(a)

15. FVM 9281(a)

16. FVM 9267

25 06 Foam - Water

150 Raised Face Flangedas per ASME B16.5

17. FVM 9282

18. FVM 9284

19. FVM 9286

20. FVM 9288

21. FVM 9290

22. FVM 9253

40 03

Water





Tests:





V. Fire safe design: A copy of the prototype test on fire safety covering the range ofvalves supplied shall be provided.

VI. Cleaning: All the interior flow surfaces of the valve shall be degreased with suitablesolvent and cleaned. The ends/ ports shall be blanked off by dust-tight plastic caps.

VII. Marking: All the valves are assigned tag numbers for identification. The tag numberfor each valve, nominal size, pressure rating class, material of construction etc. shallbe legibly and indelibly engraved on the body of the valves.



2.5.7. Manual Valve –Needle Valve (Valve Manifold)

General:

Nominal size :


Tag numbers :

Fluid medium :

Pattern : Needle Type–As mentioned in table 2.5.7

1 Way Valve Manifold 2 Way Valve Manifold

Process Side Instrument sideProcess Side Instrument Side

Bleed/ Vent

Orifice size : 3 - 6 mm.

Actuation : Manual

Working temperature range : 273 - 313 K

Maximum Allowable Working Pressure : 41.3 MPa

Permissible leakage rate across : Applicable Standards

Permissible leakage rate across seat Applicable Standards

End connection : ASME B1.20.1 as per table 2.5.7


Body, Bonnet, Handle and Plug : ASTM A182 Gr. F316/ F304/ASTM A479 Type 316

Stem : ASTM A479 Type 316/ ASTM A276 Type 316

Seat Seal and Stem Seal : PTFE

Tests:

a) The manifold valves shall be factory tested and manufacturer shall provide its testcertificates (Material Testing & Pressure Testing)/ compliance certificate.

b) The nominal size, service pressure, material of construction, etc., shall be legibly andindelibly engraved on the body of the valves.

c) All the interior flow surfaces of the valve shall be cleaned and the ends shall be blanked offby dust-tight plastic caps.



Table 2.5.7 - Manifold Valve

Sl. No Tag No End Connections Quantity(Nos.) Fluid Medium

1 Way Valve Manifold (for Pressure Indicator Port)

1. FVM 9200(k)

Process (Inlet) - ½” NPT (F)

Instrument (Outlet) - ½” NPT (F) 12

Water

2. FVM 9200(l) Water

3. FVM 9200(m) Water

4. FVM 9200(n) Water

5. FVM 9262(b) Foam Concentrate

6. FVM 9263(b) Foam - Water







2 Way Valve Manifold (for Pressure Gauge Port)

13. FVM 9200(g)

Process (Inlet) - ½” NPT (F)

Instrument (Outlet) - ½” NPT (F)

Vent Ports - ½” or ¼” NPT (F)

20

Water

14. FVM 9200(h) Water

15. FVM 9200(i) Water

16. FVM 9200(j) Water

17. FVM 9242 Water

18. FVM 9243 Water

19. FVM 9244 Water

20. FVM 9245 Water

21. FVM 9246 Water

22. FVM 9247 Water

23. FVM 9248 Water

24. FVM 9261(a) Foam Concentrate

25. FVM 9262(a) Foam Concentrate

26. FVM 9263(a) Foam - Water









2.5.8. Landing Valves

General:

Type : Type A - Single outlet conforming to IS 5290

Quantity (Nos.) : Twenty Five

Tag numbers : FWH 9201 to FWH 9225



MAWP : 1 MPa

Permissible Leakage acrossBody and Seat : Zero Leakage Applicable Standards

End connections : Flanged as per IS5290


Valve Body : Leaded - tin - bronze conforming to Grade LTB-2 of IS 318

Hand Wheel : Mild Steel conforming to IS 1030

Spindle : Brass rod conforming to IS 320

Check Nut : Leaded - tin - bronze conforming to Grade LTB-2 of IS 318

Stop Valve : Leaded - tin - bronze conforming to Grade LTB-2 of IS 318

Spring : Phosphor wire conforming to IS 7608

Washer & Gaskets : Rubber conforming to IS 937 orLeather conforming to IS 518

Gland Packing : Asbestos conforming to IS 4687

Instantaneous FemaleOutlet : Leaded - tin - bronze conforming to Grade LTB-2 of IS 318

Blank Cap : Leaded - tin - bronze conforming to Grade LTB-2 of IS 318

Codes & Standards:

Design Standard : IS 5290

Testing Code : IS 5290



Tests:


II. Water tightness test for valve: The stop valve shall be fully closed by screwingdown the spindle. A hydrostatic pressure of 1.4MPa shall then be applied to eachvalve on its inlet side. There shall be no leakage through the valve and its seat.

III. Hydraulic shell pressure test: Each assembled unit shall be subjected to ahydrostatic pressure of 2.1MPa with the valve open and outlet closed for a period of2½ minutes. When so tested, it shall not fail or show any leakage either through thevalve body or through the gland of the spindle.

IV. Cleaning: All the interior flow surfaces of the valve shall be cleaned and the endsshall be blanked off by dust-tight plastic caps.

V. Finishing: All parts shall be of good finish, clear of burrs and sharp edges. Theoutside of instantaneous outlet shall be highly polished.

VI. Marking: All the landing valves are assigned with tag numbers for identification. Onthe body of each landing valves, the tag number, BIS certification mark, type of valve,nominal size, MAWP, manufacturer’s name, year of manufacturer, etc shall be legiblyand indelibly engraved.

VII. Painting: Complete degreasing, surface preparation, two coats of epoxy primer andtwo coats of PU paint (fire red shade RAL 3000). The hand wheel shall be paintedblack.



2.5.9. First-Aid Fire Hose Reel

General

Type : As per IS 884

Quantity(Nos.) : 12

Mounting Style : Type A as per IS 884 (Swinging (180°) wall mounting type)

Actuation : Manual valve

Working Temperature Range : 290 K to 323 K

End connections : Supply 3/4” NPTF

Water flow rate& Range : 24 lpm & 6m at 0.7 MPa

Working medium : Water


Hub : Aluminium alloy as per A-8 WP of IS 617

Side Plates :High quality mild steel perfectly shaped as per IS : 513 & EPEPowder coated

Wall Bracket : Mild steel as per IS 513

Swivel joint : Leaded tin bronze as per Grade LTB-2 of IS 318

Hose reel tubing :High pressure braided rubber hose of Diameter 3/4” as per IS444 and length 36m

Nozzle with branch pipeand coupling : Jet, Spray & Shut off Nozzle in Brass

Stop valve : 20mm Gunmetal valve

Pipe with fitting : Carbon Steel

Codes &Standards


Testing Code : IS 884



2.5.10. Pneumatically Actuated Triple Offset Butterfly ValvesThe pneumatic actuated valve shall comprise valve, actuator, status switches andsolenoid valve.

(Note: Solenoid valves shall be provided by department)

Valve:

Nominal size :


Tag numbers :

Type : Triple Offset Butterfly Valve- Short type

Actuation : Pneumatically Operated



MAWP : 1 MPaPermissible Leakage acrossBody : As per API 598

Permissible Leakage acrossSeat : As per API 598




Body& Disc : ASTM A216 Gr.WCB

Integral Seat (hard faced) : CoCr alloy Gr.21


Seat Seal : UNS 31803 + Graphite

Bearing : SS 316


Codes & Standards:

Design Standard : API609 Category B, ASME B 16.34

Face to Face Dimension : API609 Category B, ISO 5752

Hydraulic Test - Shell & Seat : API 598

Note: Testing and other conditions shall be same as mentioned in 2.5.4



Actuator:

Type : Rotary actuator, piston type, single acting, spring return, fail-safe

Normal Position : As per table 2.5.10

Failure Position : Close – for Normally Close ValveOpen – for Normally Open Valve

Command Gas : Gaseous Nitrogen at 0.6 to 0.8 MPa(g)

Response Time : 10s to 20s (Response time shall be varied based on waterhammer analysis results)

End Connection of commandgas port : ¼” NPT (F) ASME B1.20.1

MOC of Body : Anodised Aluminium

Status Switch:

Type : Inductive type proximity switch

Switching Element Function : NAMUR

Cable : 2 wire

Voltage : 8 VDC - Nominal; 5-25 VDC - Range

Switching Frequency : 0 to 1500 Hz

Reverse Polarity Protection : To be provided

Short-circuit Protection : To be provided

MOC of Enclosure : Epoxy coated aluminium

Enclosure Type : Explosion proof

Ingress Protection : IP 66/ 67

ATEX Approvals : EExia IIA T4

Ambient Temperature : 10oC to 60oC



Table 2.5.10 –Pneumatically Actuated Triple Offset Butterfly Valves

Sl. No Tag No Size (DN) Quantity (Nos.) Fluid Medium Normal Position

1. FVP 9254 DN 300 01 Water Normally Closed

2. FVP 9222

DN 200 09

Water Normally Open

3. FVP 9282 Foam - Water Normally Closed





8. FVP 9291 Water Normally Closed



11. FVP 9221

DN 150 06

Water Normally Open

12. FVP 9223 Water Normally Open

13. FVP 9224 Water Normally Open




17. FVP 9251 DN 100 01 Water Normally Closed

18. FVP 9252DN 80 02

Water Normally Closed




2.5.11. Pneumatically Actuated Ball ValvesThe pneumatic actuated valve shall comprise valve, actuator, status switches and solenoid

valve.(Note: Solenoid valves shall be provided by department)

Valve:

Nominal size :


Tag numbers :Fluid medium :

Pattern : Ball

Style of Construction : Full Bore Two Piece

Actuation : Pneumatically Operated

Working temperature range : 300 K to 323 KPermissible Leakage acrossBody : API 598/ Applicable Standards

Permissible Leakage acrossSeat : API 598/ Applicable Standards

End connections : Raised Face Flanged as per ASME B16.5



Body : ASTM A351 Gr.CF8M/ ASTM A182Gr.F316

Ball : ASTM A351 Gr.CF8M/ ASTM A182Gr.F316

Body Seat : PTFE

Stem : ASTM A479 Type 316 or equivalent

Body Seal : PTFE/ Graphite

Stem Seal : PTFE/ Graphite

Lever : Stainless Steel

Bolts & Nuts : ASTM A193 Gr. B8/ B8M &ASTM A194 Gr. 8/ 8M

Codes & Standards:

Design Standard : API 6D/ ISO 17292

Testing Code : API 598/ Applicable Standards

Fire Testing Code : API 607/ ISO 10497

Note: Testing and other conditions shall be same as mentioned in 2.5.6



Actuator:

Type : Rotary actuator, piston type, single acting, spring return, fail-safe

Normal Position : As per table 2.5.10

Failure Position : Close – for Normally Close ValveOpen – for Normally Open Valve

Command Gas : Gaseous Nitrogen at 0.6 to 0.8 MPa(g)

Response Time : 10s to 20s (Response time shall be varied based on waterhammer analysis results)

End Connection of commandgas port : ¼” NPT (F) ASME B1.20.1

MOC of Body : Anodised Aluminium

Status Switch:

Type : Inductive type proximity switch

Switching Element Function : NAMUR

Cable : 2 wire

Voltage : 8 VDC - Nominal; 5-25 VDC - Range

Switching Frequency : 0 to 1500 Hz

Reverse Polarity Protection : To be provided

Short-circuit Protection : To be provided

MOC of Enclosure : Epoxy coated aluminium

Enclosure Type : Explosion proof

Ingress Protection : IP 66/ 67

ATEX Approvals : EExia IIA T4

Ambient Temperature : 10oC to 60oC



Table 2.5.11–Pneumatically Actuated Ball Valves

Sl. No Tag No Size (DN) Quantity (Nos.) Fluid Medium Normal Position

1. FVP 9253

DN 40 04

Water Normally Closed




5. FVP 9281

DN 25 05

Foam Concentrate Normally Open

6. FVP 9283 Foam Concentrate Normally Open






2.5.12. Surge Relief Valve(SRV) SkidSurge Relief Valve skid shall be a prefabricated assembly mounted on base frames, connected withpipes and fittings with isolation valves in the inlet and outlet of the SRV. The SRV shall be nitrogengas loaded type with nitrogen cylinder banks, control panels, pressure regulators, vent & drain portsand associated instruments connected to the junction box.

General

Nominal size : As per the design[1]

Tag numbers : FVR 9200

Mounting : Horizontal



Maximum Flow Rate : 1100m3/hr

End Connections : Flanged (Raised Face) As per ASME B 16.5

Set Pressure & Back Pressure : As per the detail engineering

Permissible Leakage across Seat : Std. FCI 70-2, Class VI



Surg

e R

elie

f Val

ve

Body : ASTM A 352 Gr.LCC/ ASTM A 216 Gr.B

Main Valve Cylinder :ASTM A 351 Gr.CF 8M/ ASTM A182 Gr. F316/ F304/ASTM A479 Type 316/ EquivalentMain Valve Piston :

Seat Ring :

Elastomers : Viton

Oil/ Nitrogen Reservoir : Carbon Steel

Man

ual V

alve

s

Upstream & Downstream of SRV

Type : Ball Valve

Size : As per the design[1]

Other Specifications : As per Section 2.5.5 of Volume 2

Vent Port & Drain Port

Type : Ball Valve/ Needle Valve

Size : As per the design[1]

Other Specifications : As per Section 2.5.6/ 2.5.7 of Volume 2

Pipes : As per Section 2.5.19 of Volume 2

Fittings& Flanges : As per Section 2.5.20 of Volume 2


Skid Components

Nitrogen gas bank and insulated plenum cylinders shall be as per the detail engineering. It shallinclude high performance pressure regulators, control panel & accessories, pressure gauges withmanifold valve, pressure indicators with manifold valve, flow switch and Junction box.



1. The Contractor shall perform analysis of water hammer effect from the GLR to fireprotection systems of SIET facility. Surge relief valve/ or other protection systems shall besuitably designed to avoid water hammer effect. The size of SRV shall be based on detailengineering.

2. The Contractor shall prepare the design calculations of water hammer effect, report ofanalysis results, selection of suitable surge relief valve, process flow diagram, P&ID &associated design calculation; general arrangement drawing, fabrication drawing & QualityAssurance Plan (QAP) and it shall be submitted to the department for approval.

3. The Contractor’s scope shall include supply, lay and terminate the signal, control and powercable from SRV skid to the Junction box and the MCC room (800 m from SRV Skid). Thepower and control cables shall be copper armoured & FRLS type and the cable rating shallbe as specified by the manufacturer. Cable tray required for laying the above said cables isalso in the scope of the contractor. All instruments and equipment shall be explosion proofZone 1, Group IIA, T4. Control panel shall conform to IP65 or NEMA 4.

4. Contractor shall provide suitable bund wall to contain the drained water from surge reliefvalve skid. The drained water shall be channalised via trench to the collection pit/ stormwater drain or to the location directed by the Department.



2.5.13. Pressure Reducing Valve

General

Nominal size : DN 500 DN 300

Flow rate (lpm) : 22550 9200

Quantity (Nos.) : One One

Tag numbers : FVR 9200(c) FVR 9200(d)

Mounting Type : Horizontal Mounting



Permissible Leakage across Body : Applicable Standards

Permissible Leakage across Seat : Applicable Standards




Body : ASTM A 216 Gr.WCB

Diaphragm & O Ring : BUNA-N/ Neoprene Rubber/ EPDM

Valve Seat : ASTM A 351 Gr.CF 8M

Clapper or Retainer : ASTM A 351 Gr.CF 8/ ASTM A 351 Gr.CF 8MPressure Reducing Regulator&Trim accessories : SS 304/304L/316/316L


Inlet & Outlet Drain Valve : SS 304/304L/316/316L


Control Trim

Actuation : Hydraulic

Pressure Reducing Regulator :

To reduce the higher inlet pressure corresponding topressure rating class to lower outlet pressure of 0.8 MPaby adjusting screw and provision of its lockingarrangement.

Trim Accessories to be includedper pressure reducing valve :

a. Pressure Gauges. Dial: 150 mm;Range: 0- 2MPa.b. Isolation Valvec. Release Valved. Strainerse. Non-Return Valvef. Flow Control Deviceg. Flow meter.

h. Valve Position Indicator



2.5.14. Filter - Y Type

General

Size :

As mentioned in table 2.5.14

Quantity :

Tag Numbers :

Flow rate (lpm) :

Fineness of Filtration :

Fluid Medium : Water


MAWP : 1 MPa (g)

Permissible Pressure Drop : 0.025 MPa at clean condition

Permissible leakage rate acrossthe body (external) : Applicable Standards

Diameter and length of filterelement cartridge :

To be specified by the contractor in the GA drawing withthe relevant calculations for filtration area and pressuredrop for 50% clogging condition.

End connection : Flanged Raised Face as per ASME B16.5


Style of Construction

Body : Y - Type with access to replace the filter element cartridgewithout removing the filter body.

Filter Element : Wire mesh type, supported on perforated cartridge.


Body and Screen Retainer (cover) : ASTM A216 WCB

Filter Element(mesh & perforated sheet)

: Stainless Steel 304/ 316

Retainer gasket : SS 304 spiral wound/Asbestos-graphite filled

Reinforcing perforated sheet : Stainless Steel 304/ 316

Drain Plug : ¾” NPT, A105 N

Stud : A 193 Gr B7

Nut : A 194 Gr 2H



Table 2.5.14– Filter

Sl. No Tag No Size (DN) Quantity (Nos.) Fineness ofFiltration Flow Rate (lpm)

1. FFL 9200(a) DN 500 01 ≤ 2000 µ(absolute)

22550

2. FFL 9200(b)DN 300 02

8600

3. FFL 9254

≤ 500 µ(absolute)

9200

4. FFL 9222

DN 200 09

4600

5. FFL 9226 3550

6. FFL 9281 3000

7. FFL 9282 3000

8. FFL 9283 3000

9. FFL 9284 3000

10. FFL 9285 3000

11. FFL 9286 3000

12. FFL 9287 3000

13. FFL 9221

DN 150 06

2070

14. FFL9223 2825

15. FFL 9224 1540

16. FFL 9225 1425

17. FFL 9227 1745

18. FFL 9262 2355

19. FFL 9251 DN 100 01 960

20. FFL 9252DN 80 02

570

21. FFL 9255 300

22. FFL 9253 DN 40 01 120



Tests:



III. Hydraulic shell pressure test: The filter upon final assembly shall be subjected topressure test with Water (with suitable corrosion inhibitor) at 1.5 times the maximumallowable working pressure.

IV. Degree of filtration test: Filter element cartridge shall be subjected to “micronrating” test by bubble point method as per ARP 901 standard. Sample mesh shall besubjected to microscopic examination to evaluate minimum and maximum pore sizeof the filter element in Govt. approved laboratory.

V. Cleaning: All the interior flow surfaces of the filter shall be cleaned and the endsshall be blanked off by dust-tight plastic caps.

VI. Marking: All the filters are assigned tag numbers for identification. The tag numberfor each filter, nominal size, MAWP, fineness of filtration (absolute) etc, shall belegibly and indelibly engraved on the body of the filters.




2.5.15. Medium Velocity Water Spray Nozzles

General

Type : Medium Velocity Water Spray Nozzles

Mounting Style : Pendant Type

Quantity :Two Hundred nos. Three Hundred nos.

(Actual quantity shall vary based on detail engineering).

Discharge Co-efficient, K :Not less than33lpm/bar½at 0.7 MPa

Not less than 26lpm/bar½at 0.7MPa

(K-Factor shall vary based on detail engineering).

Spray Angle : 110o


MAWP : 1 MPa

End Connection : Threaded ½ ” NPT (Male)


Body : Bronze/ Brass/ Copper

Deflector : Bronze/ Brass / Copper

Finish : Chrome Plated



2.5.16. High Velocity Water Spray Nozzles

General

Type : High Velocity Water Spray Nozzles


Quantity :Two Hundred nos.

(Actual quantity shall vary based on detail engineering).

Discharge Co-efficient, K :Not less than 48 lpm/bar½at 0.3 MPa

(K-Factor shall vary based on detail engineering).

Spray Angle : 110o


MAWP : 1 MPa

End Connection : Threaded ¾” NPT (Male)







2.5.17. Sprinklers

General

Type : Bulb Type Sprinklers

Quantity :Five Hundred nos.(Actual quantity shall vary based on detail engineering).


Discharge Co-efficient, K : Not less than 70 lpm/bar½at 0.14 MPa

Coverage : Standard Coverage

Temperature Rating of Bulb : 68oC ± 3oC

Temperature Response : Standard Response - 5 mm Glass Bulb

Service Medium : Water

MAWP : 1 MPa

End Connection : Threaded ½ ” NPT (Male)







2.5.18. Pressure Gauges

General

Type : Bourdon Type Gauge

Quantity : Twenty nos.

Tag Numbers : As per table 2.5.18

Service Medium : As per table 2.5.18


Measuring Range : 0 – 2 MPa

Unit of Measurement : Dual Scale in Bar and MPa

Dial Size : 150 mm

Scale : Concentric

Accuracy : ± 1% of F.S.D

Over Range Protection : 130% of full scale

Extra Fitments : Micro type adjustable pointer and blow- off disc

End Connections : ½” NPT (M)

Mounting : Direct with bottom connection


Case& Bezel Ring : Die cast aluminum

Window : Shatter proof transparent acrylic

Sensing Element : AISI 316

Movement Material : AISI 316

Joints : GTAW with argon

Standards




Table 2.5.18–Pressure Gauges

Sl. No Tag No Quantity (Nos.) Fluid Medium

1. FPL 9200(g)

20

Water

2. FPL 9200(h) Water

3. FPL 9200(i) Water

4. FPL 9200(j) Water

5. FPL 9242 Water

6. FPL 9243 Water

7. FPL 9244 Water

8. FPL 9245 Water

9. FPL 9246 Water

10. FPL 9247 Water

11. FPL 9248 Water

12. FPL 9261(a) Foam Concentrate

13. FPL 9262(a) Foam Concentrate

14. FPL 9263(a) Foam - Water







Tests:

I. Material test certificates: The material test certificates, detailing the mechanical andchemical properties of the principal pressure-bearing parts shall be provided.

II. Calibration test: Shall be carried out for all the gauges.(Note: Oil shall not be used as working medium while calibrating the gauges. Eitherair/Gaseous Nitrogen or oil-free distilled water shall be used as working medium forcalibrating the gauges.)

III. Marking: All the pressure gauges are assigned tag numbers for identification. Thetag number shall be legibly displayed on the dial of the gauge.

IV. Cleaning: All the interior flow surface shall be degreased with suitable solvent andcleaned.



2.5.19. Steel Pipes

Type Seamless pipes Welded Pipes

MaterialASTM A53 Gr.B/ASTM A106 Gr.B/API 5LGr.BASTM A312 TP304L

ASTM A53 Gr.B/ASTM A135 Gr.B/API 5L Gr.B

Nominal pipe size &Schedule As per P&IDs and Table 2.5.19

1. For Carbon SteelPipes:

DN 15 to DN 200;Schedule 20 for DN 200Schedule 40 for ≤ DN 150

DN 250 to DN DN500Schedule 10 for ≥ DN 350;Schedule 20 for ≥ DN 250 & ≤ DN 300

2. For Stainless SteelPipes:

Schedule 40 for ≤ DN 50Schedule 10 for ≥ DN 65

Length & Size Based on the equipment layout and P&ID, Contractor shall prepareisometric drawings and estimate the actual quantity.(Approximate length is given in Table 2.5.19)

Dimensional standard ASME B 36.10M for CS PipesASME B 36.19M for SS Pipes

Table: 2.5.19 - Pipes

Sl.No Pipe Size ScheduleNumber Pipe Type Pipe Material Quantity (m)

1. DN 500 10

Welded

Carbon Steel

15

2. DN 350 10 450

3. DN 300 20 300

4. DN 250 20 100

5. DN 200 20

Seamless

2000

6. DN 150 40 2500

7. DN 100 40 1100

8. DN 80 40 600

9. DN 65 40 250

10. DN 65 10S Stainless Steel 500

11. DN 50 40

Carbon Steel

150

12. DN 40 40 250

13. DN 25 40 100

14. DN 25 40S Stainless Steel 900

15. DN 20 40Carbon Steel

100

16. DN 15 40 1000



Tests:

1. Visual examination: All pipes shall be visually examined for workmen-like finishagainst any dents, corrosion & pitting and surface irregularities, etc.

2. Dimensional check: All the pipes shall be subjected to dimensional check.

3. Chemical analysis: One specimen from each heat lot shall be subject to detailedchemical analysis as per ASTM A751.

4. Mechanical tests: One specimen from each heat lot shall be subject to tests formechanical properties as ASTM A370.

5. Ultra-sonic test: All the pipes of size ≥ DN 25 shall be subject to Ultra-sonic test(100%) by pulse echo or contact probe method as per ASTM E213.

6. Eddy current test: All the pipes of size ≤ DN 20 shall be subject to Eddy current testas per ASTM E426.

7. Flattening test: For pipes greater than DN 50, pieces of pipes of length 63.5 mm(2.5”) cut from the ends of 5 % of pipe lengths from each heat lot shall be subjected toflattening test as per ASTM A530 in 2 steps to prove ductility and soundness.

8. Bend test: For pipe DN 50 and under, a sufficient length of pipe shall be bent coldthrough 90° around a cylindrical mandrel, the diameter of which is twelve times theoutside diameter (as shown in ASME B36.10M) of the pipe, without developing cracks.

9. Inter-granular corrosion test (for stainless steel pipes only): One specimen per lotshall be subject to inter-granular corrosion test as per ASTM A262 (practice A/E).

10. Cleanliness: The ends shall be blanked off by dust-tight plastic caps.

11. Marking: The pipes shall be marked as per ASTM A700



2.5.20. Pipe Fittings and Flanges

Size & Pressure rating As required based on P&ID. Based on the equipment layout and P&ID,Contractor shall prepare isometric drawings and estimate the actualquantity.

Type Forged, Seamless, Welded

Quantity Based on the equipment layout and P&ID, Contractor shall prepare

isometric drawings and estimate the actual quantity.

(Approximate quantity is given in Table 2.5.20.1 to 2.5.20.9)

Material for fittings CS Butt welded fittings: ASTM A234 WPB SS Butt welded fittings: ASTM A403 WP304L CS Socket welded fittings: ASTM A105 SS Socket welded fittings: ASTM A182 F304L CS Flanges: ASTM A105 SS Flanges: ASTM A182 F304L

Standard for

dimensions

Butt welded fittings: ASME B16.9 Socket welded fittings: ASME B16.11 Threaded fittings: ASME B16.11 Flanges: ASME B16.5

Pressure rating class Socket weld fittings: 3000# for pipe schedule ≤ 40

Butt weld fittings: Schedule No. shall be same as that of pipe.

Tests:

1. Visual examination: All pipe fittings and flanges shall be visually examined for any,corrosion & pitting, surface irregularities, etc.

2. Dimensional check: All pipe fittings and flanges shall be checked for dimensions asper the standard.

3. Chemical analysis: One specimen from each heat lot shall be subjected to detailedchemical analysis as per ASTM A751.

4. Mechanical tests: One specimen from each heat lot shall be subjected to mechanicaltest to verify mechanical properties as per ASTM A370.

5. Inter-granular corrosion test (for stainless steel pipe fittings and flanges only): Onespecimen per lot shall be subjected to inter-granular corrosion test as per ASTM A262(practice A/E).

6. Marking: The nominal size, pressure rating class, material, heat number,manufacturer’s name, etc., shall be indelibly marked on the pipe fittings and flanges.



Table: 2.5.20.1 - Fittings - 90o Elbow

Size(mm)

Pressure RatingClass/ Schedule Material Dimension

StandardEndConnection

Quantityin Nos.

500 10 ASTM A 234 WPBWelded ASME B16.9

Butt Weld

01

350 10 ASTM A 234 WPBWelded ASME B16.9 12



200 20 ASTM A 234 WPBSeamless ASME B16.9 160





65 10S ASTM A403WP304L Seamless ASME B16.9 20

40 3000# ASTM A 105 ASME B16.11

Socket Weld

50

25 3000# ASTM A 105 ASME B16.11 05

25 3000# ASTM A182 F304L ASME B16.11 15

20 3000# ASTM A 105 ASME B16.11 10

15 3000# ASTM A 105 ASME B16.11 100

Table: 2.5.20.2 - Fittings - 45o Elbow

Size (mm)PressureRating Class/Schedule

Material DimensionStandard

EndConnection

Quantityin Nos.


Butt Weld

05





Table: 2.5.20.3- Fittings - Eccentric Reducers


Material Standard EndConnection

Quantityin Nos.

500 x 300 10 ASTM A 234 WPBWelded ASME B16.9

Butt Weld

02

350 x 300 20 ASTM A 234 WPBWelded ASME B16.9 02







200 x 150 40 ASTM A 234 WPBSeamless ASME B16.9 15










50 x 40 3000# ASTM A 105 ASME B16.11

Socket Weld

05

40 x 25 3000# ASTM A 105 ASME B16.11 05

40 x 20 3000# ASTM A 105 ASME B16.11 05



Table: 2.5.20.4- Fittings - Equal Tee

Size (mm)PressureRatingClass/Schedule


Quantity inNos.


Butt Weld

02







65 10S ASTM A403WP304L Seamless ASME B16.9 05

50 3000# ASTM A 105 ASME B16.11

Socket Weld

05

40 3000# ASTM A 105 ASME B16.11 10

25 3000# ASTM A 105 ASME B16.11 05

20 3000# ASTM A 105 ASME B16.11 10

15 3000# ASTM A 105 ASME B16.11 25

15 3000# ASTM A 105 ASME B16.11Main – SocketWeldBranch - NPT

400



Table: 2.5.20.5- Fittings - Un-Equal Tee



Quantityin Nos.

500 x 350 10 ASTM A 234 WPBWelded ASME B16.9

Butt Weld

01










65 x 25 3000# ASTM A182 F304L ASME B16.11 Socket Weld 10



Table: 2.5.20.6 - Fittings - End Cap



Quantityin Nos.

100 40 ASTM A 234 WPBSeamless ASME B16.9

Butt Weld

30



50 3000# ASTM A 105 ASME B16.11

Socket Weld

05

40 3000# ASTM A 105 ASME B16.11 05

25 3000# ASTM A 105 ASME B16.11 05

20 3000# ASTM A 105 ASME B16.11 05

15 3000# ASTM A 105 ASME B16.11 05

20 3000# ASTM A 105 ASME B16.11NPTF

10

15 3000# ASTM A 105 ASME B16.11 35

Table: 2.5.20.7 - Fittings –Coupling, Half Coupling, Union, Hexagonal Head Plug andNipples

Size (mm)PressureRatingClass


Quantityin Nos.

Coupling - DN 20 3000 # ASTM A 105 ASME B16.11Socket Weld

50

Coupling - DN 15 3000 # ASTM A 105 ASME B16.11 50

Coupling - DN 20 3000 # ASTM A 105 ASME B16.11

NPTF

50

Coupling - DN 15 3000 # ASTM A 105 ASME B16.11 50

Half Coupling - DN 20 3000 # ASTM A 105 ASME B16.11 200

Half Coupling - DN 15 3000 # ASTM A 105 ASME B16.11 500

Union – DN 15 3000 # ASTM A 105 ASME B16.11 20

Hexagonal Head Plug– DN 20 3000 # ASTM A 105 ASME B16.11

NPTM

100

Hexagonal Head Plug– DN 15 3000 # ASTM A 105 ASME B16.11 100

Nipples – DN 15 3000 # ASTM A 105 ASME B16.11 50



Table: 2.5.20.8 - Flanges - SORF

Size (mm) PressureRating Class Material Standard Flange

TypeQuantity inNos.

500 150# ASTM A 105 ASME B16.5

SORF

10

350 150# ASTM A 105 ASME B16.5 20

300 150# ASTM A 105 ASME B16.5 40

250 150# ASTM A 105 ASME B16.5 10

200 150# ASTM A 105 ASME B16.5 150

150 150# ASTM A 105 ASME B16.5 200

100 150# ASTM A 105 ASME B16.5 50

80 150# ASTM A 105 ASME B16.5 100

65 150# ASTM A 105 ASME B16.5 20

65 150# ASTM A182 F304L ASME B16.5 30

50 150# ASTM A 105 ASME B16.5 20

40 150# ASTM A 105 ASME B16.5 40

25 150# ASTM A182 F304L ASME B16.5 20

20 150# ASTM A 105 ASME B16.5 10

15 150# ASTM A 105 ASME B16.5 20

Table: 2.5.20.9 –Blind Flanges - RF

Size (mm) PressureRating Class Material Standard Flange

TypeQuantity inNos.

500 150# ASTM A 105 ASME B16.5

BlindFlange RF

02

350 150# ASTM A 105 ASME B16.5 06

300 150# ASTM A 105 ASME B16.5 06

250 150# ASTM A 105 ASME B16.5 06

200 150# ASTM A 105 ASME B16.5 06

150 150# ASTM A 105 ASME B16.5 10



2.6. CODES & STANDARDS

The following standards are used for component design, material selection andfabrication. However, the equivalent standards/ codes in force in the country ofthe manufacturer are also acceptable at the discretion of the Department.

SlNo. Description Standard/ Code

1. Medium Velocity & HighVelocity Water Spray System

: ISRO:SP:102/ IS15325/ NFPA15

2. Deluge Valve : Manufacturer’s standard/ UL Listed / FM Approval/ASME16.34/ ASME16.14/ ANSI - FCI 70-2

3. Foam Concentrate Tank : ASME Section VIII Division 1

4. Inline Balanced PressureFoam Proportioning System

: NFPA 11/ NFPA 16/ NFPA 20/ UL Listing/ FM Approval/IS 12835/ IS 4989

5. Remote Operated Water cumFoam Monitor

: Manufacturer’s standard/ UL Listed / FM Approval/ IS15811

6. Fire Hydrant System : ISRO:SP:102/ NFPA 14/ IS 5290/ IS 5714

7. Triple Offset Butterfly Valve : API 609/ ASME B16.34/ API 598/ ISO 5752/ ASTM A 216/ASTM A479

8. Butterfly Valve : API 609/ API 598/ EN 12266/ EN 593/ ISO 5752/ ISO5208/ ASTM A 216/ ASTM A351/ ASTM A479

9. Ball Valves : API 6D/ ISO 17292/ ASTM A351/ ASTM A182/ ASTM479/ API 598/ API 607/ ISO 10497

10. Needle Valve (ValveManifold)

: Manufacturer’s standard/ ASTM A182/ ASTM 479/ ASTM276

11. First-Aid Hose Reel : IS 884

12. EP Valves : Manufacturer’s standard

13. Surge Relief Valve : Manufacturer’s standard/ ANSI - FCI 70-2/ ASTM A352/ASTM A216/ ASTM A351/ ASTM A182/ ASTM 479

14. Pressure Reducing Valve : Manufacturer’s standard/ ASTM A216/ ASTM A351

15. Filters : Manufacturer’s standard/ SAE ARP 901

16. Pressure Gauges : IS 3624

17. Sprinklers : Manufacturer’s standard/ UL Listing



SlNo. Description Standard/ Code

18. Water Spray Nozzles : Manufacturer’s standard/ UL Listing

19. Carbon Steel Pipes : ASME B36.10/ ASTM A53/ ASTM A106/ ASTM A135/ASTM A213 / ASTM A370/ ASTM E426/ ASTM A700/ASTM A751/ API 5L

20. Stainless Steel Pipes : ASME B36.19/ ASTM E213/ASTM A262/ ASTM A312/ASTM A370/ ASTM E426/ ASTM A700/ ASTM A751

21. Carbon Steel Butt WeldedFittings

: ASME B16.9/ ASTM A234/ ASTM A370/ ASTM A751

22. Carbon Steel/ SocketWelded/ Threaded Fittings

: ASME B16.11/ ASTM A105/ ASTM A370/ ASTM A751

23. Carbon Steel Flanges : ASME B16.5/ ASTM A105/ ASTM A370/ ASTM A751

24. Stainless Steel Butt WeldedFittings

: ASME B16.9/ ASTM A403/ ASTM A370/ ASTMA751/ASTM A262

25. Stainless Steel/ SocketWelded/ Threaded Fittings

: ASME B16.11/ ASTM A182/ ASTM A370/ ASTMA751/ASTM A262

26. Stainless Steel Flanges : ASME B16.5/ ASTM A182/ ASTM A370/ ASTMA751/ASTM A262

27. Fasteners (Bolts, Nuts andWashers/ Foundation Bolts)

: ASTM A193/ASTM A194/ IS 1367/ IS 5624/ IS 1360 (Part3)

28. CAF Gaskets : IS 2712 Gr.W3/ ASME B16.21

29. Coating & Wrapping Material : IS 9912/ IS 10221/ IS 15337/ AWWA C203

30. Hydraulic pressure test ofpipelines

: ASME B31.3

31. NDT : ASME Section V

32. Pipe Welding : ASME Section IX, AWS

33. Radiography : ASTM E 94

34. Structural Steel Material : IS 2062/ IS 3502

35. Blast Cleaning : SIS-05-5900-1967



Annexure.2.1. SUB-VENDOR DIRECTORY

Pressure Reducing Deluge Valve

1. Darling Muesco (India) Pvt. Ltd.Plot No. 97 A, Phase-1G.I.D.C. Vatva, Ahmedabad - 382 445, Gujarat (India)Phone: +91 79 2583 2578, +91 79 2589 3791 & 92, Fax: +91 79 2583 4392Email: [email protected]

2. HD Fire Protect LtdC-3/6, Nandanvan Industrial Estate,LBSMarg,Thane - 400604, IndiaPhone: +(91) 22 25826958, 25826793, Fax : +(91) 22 25812524, 67969049Email : [email protected]

3. M/s. Johnson Controls (Formerly Tyco Fire Protection Products)C-Wing, 1001, 10th FloorGodrej Colesium, Sion, Mumbai – 400 022Tel: +22 6628 6628 (08) Direct, +91 99203 11899 Mobile

4. M/s. Viking Corporation, Bangalore# 2, 1st Floor, 33rd Main Ashtalakshmi Layout,Behind IncharaHotel,JP Nagar 6th Phase, Bangalore-560078Phone:+(91)-9886177078Website: www.vikingcorp.com

Foam Skid


2. Viking Corporation, Bangalore# 2, 1st Floor, 33rd Main Ashtalakshmi Layout,Behind IncharaHotel,JP Nagar 6th Phase, Bangalore-560078Phone:+(91)-9886177078Website: www.vikingcorp.com

3. Firetech Equipment & Systems Pvt. Ltd.24, SardarPratap Singh Industrial Estate No. 3,L.B.S. Marg, Bhandup (w), Mumbai 400 078.Mob : 9920627871, 9920780360 Tel.: + 91-22-25665570 / 5539Fax: + 91-22-25660285Email: [email protected]; [email protected]

4. HD Fire Protect LtdC-3/6, Nandanvan Industrial Estate,LBS Marg,Thane - 400604, IndiaPhone: +(91) 22 25826958, 25826793, Fax : +(91) 22 25812524, 67969049Email : [email protected]



5. Newage Fire Fighting Co. Ltd.62-Thakor Baug - 6th Floor, Nr. Mithakhali Six Road,Opp. Sardar Patel SevaSamaj, Navarangpura, Ahmedabad-380009Tel. 079-26425329, Fax +91-11-6617-3355, email [email protected]

Remote Operated Long Range Water cum Foam Monitor


2. Newage Fire Fighting Co. Ltd.62-Thakor Baug - 6th Floor, Nr. Mithakhali Six Road,Opp. Sardar Patel SevaSamaj, Navarangpura, Ahmedabad-380009Tel. 079-26425329, Fax +91-11-6617-3355, email [email protected]

3. Firetech Equipment & Systems Pvt. Ltd.24, SardarPratap Singh Industrial Estate No. 3,L.B.S. Marg, Bhandup (w), Mumbai 400 078.Mob : 9920627871, 9920780360 Tel.: + 91-22-25665570 / 5539Fax: + 91-22-25660285Email: [email protected]; [email protected]

Triple Offset Butterfly Valve – Manual & EP Operated

1. Velan Valves India Pvt Ltd,S.F. No. 337/1, Thennampalayam - Annur Road,Naranapuram, Coimbatore-641659, Tamil Nadu State, India.Phone: 0421 2267000; Mobile: 08220746444Email: [email protected]; Website: www.velan.com

2. L&T Valves Limited,L&T Campus, TC-III, Tower A, 2nd Floor, Mount-Poonamallee Road,Manapakkam, Chennai-600089Phone: 044 22529818; Fax: 044 22529870Email: [email protected]

3. Virgo Valves and Controls Pvt Ltd,Emerson Process Management,277, Hinjewadi Phase II,Maan (Mulshi), Pune-411057.Website: www.virgo-valves.com

Virgo Valves and Controls Pvt Ltd,Emerson Process Management,No. 16, Ground Floor, Kambar Street,Alandur, Chennai-600016.Phone: 044 22324119, 22323112Email: [email protected];



Triple Offset Butterfly Valve – Manual & EP Operated

4. Weir BDK Valves,A Unit of Weir India Pvt Ltd,Kaashyap Enclave, First Floor,Block D, 13-A, Velachery Main Road,Velachery, Chennai-600042.Phone: 044-22430995, 22430939Fax: 044-22433402Email: [email protected]

Weir BDK Valves,A Unit of Weir India Pvt Ltd,47/48, Gokul Road, Hubli 580030,Karnataka State, India.Phone: 0836-4248222Fax: 0836-4248484Email: [email protected]: www.weirgroup.com

Surge Relief Valve Skid & Pressure Reducing Valve

1. Daniel Measurement Solutions Pvt. Ltd.Emerson Process Management3rd Floor 301 / 303 Synergy Square,Krishna Industrial Estate, Gorwa,Baroda 390016M +91-9724341421, T [email protected]

Daniel Measurement Solutions Pvt. Ltd.Emerson Process Management116,8th cross , Railway Parallel Road,Kumara Park (west),Bangalore -560 020T 080-23315951, M +91 [email protected]

Butterfly Valve – Manual








Butterfly Valve – Manual

4. XomoxSanmar Ltd - Pacific Valves Division,89/2, Vadugapatti Village,Viralimalai 621316,Pudukottai District,Tamil Nadu State, India.Phone: 0091 4339 220252,Fax: 0091 4339 220371Email: [email protected]; Website: www.sanmargroup.com

5. Intervalve (India) Ltd,212/2, Hadapsar,Off Soli Poonawala Road,Pune 411028,MaharashtraPhone: 0091 20 6993900, 6993904,Fax: 0091 20 6993921Email: [email protected]

IntervalvePoonawalla LtdNo: 5/522B, Neriyakkal (H),Pukkattupadi Road,Unichira, Thrikkakara P.O,Cochin - 682021, KeralaMob: +91-9446575011Email: [email protected];[email protected]

6. Ampo Valves India Pvt Ltd, S.F. No. 420, 6th Cross, ThaneerPandal,V.K. Road, Peelamedu, Coimbatore-641004, Tamil Nadu State, India.Phone: 0422-4640900; Mobile: 09003802498, 9003802498, 7708027722Fax: 0422-4640999; Email: [email protected], [email protected],[email protected]; Website: www.ampo.com



Ball valves (Manual & EP operated)






4. XomoxSanmar Ltd - Pacific Valves Division,89/2, Vadugapatti Village,Viralimalai 621316,Pudukottai District,Tamil Nadu State, India.Phone: 0091 4339 220252,Fax: 0091 4339 220371Email: [email protected]; Website: www.sanmargroup.com

5. Intervalve (India) Ltd,212/2, Hadapsar,Off Soli Poonawala Road,Pune 411028,MaharashtraPhone: 0091 20 6993900, 6993904,Fax: 0091 20 6993921Email: [email protected]

IntervalvePoonawalla LtdNo: 5/522B, Neriyakkal (H),Pukkattupadi Road,Unichira, Thrikkakara P.O,Cochin - 682021, KeralaMob: +91-9446575011Email: [email protected];[email protected]

6. Ampo Valves India Pvt Ltd, S.F. No. 420, 6th Cross, ThaneerPandal,V.K. Road, Peelamedu, Coimbatore-641004, Tamil Nadu State, India.Phone: 0422-4640900; Mobile: 09003802498, 9003802498, 7708027722Fax: 0422-4640999; Email: [email protected], [email protected],[email protected]; Website: www.ampo.com



Needle Valves (Valve Manifold)1. C.P. Fluid Systems Pvt Ltd, (For Parker brand)

409, Punit Chambers, Sector 18, Vashi, Navi Mumbai 400703, Maharashtra State,.Phone: 022 27888842 ; Mobile: 09821019367, 9324289633Fax: 022 27888841; Email: [email protected]

2. Gem Pressure Systems (India) Pvt Ltd, (For Butec brand)4-3-169, First Floor, Hill Street, Ranigunj, Secunderabad 500003,Andhra Pradesh State, India.Mobile: 09866100952; Fax: 040 27703455,Email: [email protected], [email protected]: www.gempressuresystems.com

3. IMI NorgrenHerionPvt Ltd, 7, Ega Trade Centre, 809, Poonamallee High Road,Kilpauk, Chennai 600010,Tamil Nadu State, India.Phone: 044 42857050; Mobile: 09940444379Email: [email protected], [email protected]

4. Parker Hannifin India Pvt Ltd, No. V-2(A), 14th Cross, 2nd Stage, Peenya IndustrialEstate, Bengaluru 560058, Karnataka State, India.Phone/ Fax: 080 28363976/ 77/ 78; Mobile: 09620129847Email: [email protected]; website: www.parker.com

5. Rotarex India, Flat No. 1001, KirtiShikhar Building, Plot No. 11, Distt. Centre,Janakpuri, New Delhi 110 058, India.; Email: [email protected]: www.rotarex.com

6. Shavo Technologies Pvt Ltd, (For Hamlet brand)Shavo House, S. No. 21-A/10B, Plot No. 394, South Main Road, Hotel Cozy InnChowk, Koregaon Park, Pune 411001, Maharashtra State, India.Phone: 020 26159641/ 42; Mobile: 09370678203; Fax: 020 26159644Email: [email protected], [email protected]: www.shavogroup.com

7. Super Technical (India) Pvt Ltd, (For Parker brand)503, Smaspan Complex, New link road, Cakala, Andheri (East),Mumbai – 400 034

8. Swagelok Chennai, A-6, 2nd Floor, Palani Towers, # 65, Venkatanarayana Road,T. Nagar, Chennai 600017, Tamil nadu state, India.; Phone: 044 45502005Mobile: 09789990639; Fax: 044 45502009Email: [email protected]; Website: www.swagelok.com

9. Techsol Engineers, (For Rotarex brand)#94, 4th Floor, 2nd Cross, MLA Layout, R.T. Nagar, Bengaluru 560032,Karnataka State, India.;Mobile: 08861200084/ 5/ 6/ 7Fax: 080 23535285,Email: [email protected]; Website: www.techsolengineers.com



Landing Valves& First-Aid Fire Hose Reel

1. New Age Fire Protection Industries,4, ChampaklalUdyogBhavan, Sion East,Mumbai-400022.Phone: 022- 2407 7421 / 4351 1500, Fax: 022-24074229 / 2407Email: [email protected], Website: www.newagefireprotection.com

2. Zenith Fire Services (India) Pvt. Ltd.,15, Vadhani Industrial Estate, Opp. Shreyas Cinema,LBS Marg, Ghatkopar (West), Mumbai 400086.Phone: 022-25000054, 25002591, 25000805, Fax: 25002253Email: [email protected], Website: www.zenithfire.comContact person: Dipesh C. Shah

3. Eversafe Protection234, Blue Rose Ind. Estate,Near C.C.I., W.E. Highway,Borivali (E), Mumbai - 400 066Phone : +91-22-2854 0715, Fax : +91-22-2854 1863Email : [email protected]

4. Chandrakant& Co,89, New Unique Industrial Estate, 2nd Floor, Dr. R.P. Road, Mulund (West),P.O. Box – 7774,Mumbai 400080Phone: 022-25618502, Fax: 022-25645092Email: [email protected], Website: www.queenfire.net

5. Rohit Fire & Safety Equipments,6-6-35/1, Near Petrol Pump, Kavadiguda,Secunderabad – Telangana – 500 080Phone: 040 27535096, Mobile: 9440894392/9440407747, Fax: 040-27535469Email: [email protected] person: T.V. Shivakumar

6. Safex Fire Services,No. 17, Ormes Road,Kilpauk, Chennai – 600 010Phone: 044-26411855, Mobile: 9840070298, Fax: 044-26427580Email: [email protected], Website: www.safexfire.comContact person: pradippaul

7. Usha Fire Safety Equipments (P) Ltd,Plot No. 180/10a, Lake Area, Uttangudi Post,Near Meenakshi Hospital, Madurai 625 107Phone: 0452-4219125, Mobile: 9894367510, Fax: 0452-4219124.Email: [email protected], Website: www.ushafire.comContact person: A. Padmavathy

8. Ghosh Engineering Industries46B/1, ReshiBankimSarani, P.O. Serampore, DIST. Hooghly,W.B. - 712201Mobile: 09433734355



Filters

1. FiltechPharmalabPvt Ltd, Star Metal Compound, L.B.S. Marg, Vikhroli,Mumbai-400 083, Maharashtra State, India.Phone: 022 5782859; Fax:022 5785329; Email:[email protected]

2. Filtration Engineers India Pvt Ltd, Plot, W-62, R-Block, Plot No. 3T.T.C Industrial area, MIDC Rabale, Navi Mumbai – 400071, MaharashtraPhone: 022 27608501/27693111; Email: [email protected], [email protected]

3. Pall India Pvt Ltd, 6th Floor,Sumer Plaza, CTS 419,MarolMaroshi road, Andheri (East),Mumbai-400 059; Phone:02267995555Fax: 022 67995556;

Pall India Pvt Ltd, No. 1, Sarakki IndustrialLayout, Ring Road, J.P. Nagar, 6th Phase,Bengalure 560 078,Karnataka State, India.Phone: 080 40164139, 40164100Fax: 080 41489454

4. Puronics System, J-11 PanchaNagendra Temple Road, J.C. Nagar,Mahalakshmipuram Post, Bengaluru 560 086, Karnataka State, India.Phone: 080 3496735; Fax:080 3496735; Email: [email protected]

5. UltraFilters (India) Pvt Ltd,BasavaNivas, 29/2, K.H. Road,Bengaluru 560 027,Karnataka State,India.; Phone: 080 22220159,22293050Fax: 080 22225508Email:

[email protected];

UltraFilters (India) Pvt Ltd, Plot No. 70,Bommasandra Industrial Area,AnekalTaluk, Bengaluru-560099,Karnataka State, IndiaPhone: 080 27832051, 27832491,27833273; Fax: 0091 80 27832470Email: [email protected]

6. Gujarat OtofiltPlot No : 3712 | 3714, Phase : Iv, B/H. New Nirma,G.I.D.C. Estate, Vatva, Ahmedabad – 382 445,Gujarat – India.Phone No : 079-25841602, 25841164 , 25842719, Fax No : 079-25842719,Email : [email protected] | [email protected] | [email protected],

7. M/s. Bhatia Engineering Company

6, DSIDC Complex,Jhilmil Industrial Area,Delhi - 110095.

Mobile : +91-9717866220, Email: [email protected]



Water Spray Nozzles, Sprinklers

1. HD Fire Protect LtdC-3/6, Nandanvan Industrial Estate,LBS Marg,Thane - 400604, IndiaPhone: +(91) 22 25826958, 25826793Fax : +(91) 22 25812524, 67969049Email : [email protected]

2. Tyco Fire Protection ProductsTyco Centre Of Excellence,C-602, RMZ Centennial,Kundalahalli Main Road,Whitefield, Bangalore - 560048Tel: +91-80-4052 7063Fax: +91-80-4052 7200

3. Viking Corporation, Bangalore# 2, 1st Floor, 33rd Main Ashtalakshmi Layout,Behind Inchara Hotel,JP Nagar 6th Phase, Bangalore-560078Phone:+(91)-9886177078Website: www.vikingcorp.com

4. New Age Fire Protection Industries,4, ChampaklalUdyogBhavan, Sion East,Mumbai-400022.Phone: 022- 2407 7421 / 4351 1500, Fax: 022-24074229 / 2407Email: [email protected], Website: www.newagefireprotection.com

5. Vijay Fire Protection Systems Ltd.,23, Kamdar Nagar,Nungambakkam,Chennai-600034

6. Steelage Industries Ltd.,(Minimax Division),15, Moores Road,Chennai-600006

7. Nitin Industries,89, Vadhani Estate,2nd Floor, OppShreyas,LBS Marg, Ghatkopar (W),Mumbai-400086



Pressure Gauge

1. ASHCROFT India Pvt. Ltd, Plot 2306, G.I.D.C Chhatral, Ta.Kalol, Dist:Gandhinagar, Chhatral – 382729Phone: 02764 233681/82/83, Fax: 02764 233440; Mobile: 09396912525Email : [email protected], Web: www.ashcroftindia.com

2. Baumer Technologies India Pvt Ltd,Door No. CP-29/2, 1st Floor,Razaak Garden Main Road,Arumbakkam, Chennai-600016,Tamil Nadu State, India.;Phone: 044 2363337;Fax: 044 23633372,Mobile: 09380283372;Email: [email protected];Website: www.baumer.com

Baumer Technologies India Pvt Ltd8/B, 8th Floor, 32, Corporate Avenue, MahalIndustrial Estate,Near Paper Box, Off Mahakali Caves Road,Andheri (East), Mumbai 400093,Maharashtra State, India.; Phone: 02261274000Fax: 022 26873613Email: [email protected]: www.baumer.com

3. Budenberg Gauge Pvt Ltd, 299-300, 2nd Main road, Nehru Nagar,Old Mahabalipuram Road, Chennai-600096, Tamil Nadu State, India.Phone: 044 24541074 , Mobile: 09841006074; Fax: 044 24541075Email:[email protected], sales@@budenberg-gauge.inWebsite: www.budenberg-gauge.in

4. Swagelok Chennai, A-6, 2nd Floor, Palani Towers, # 65, Venkatanarayana Road,T. Nagar, Chennai-600017, Tamil Nadu state, India.Phone: 044 45502005; Mobile: 09789990639; Fax: 044 45502009Email: [email protected]; Website: www.swagelok.com

5. Wika Instruments India Pvt LtdPlot No. 40, Gat No. 94+100,High Cliff Industrial Estate,Village Kesnand, Pune 412 207,Maharashtra State.

Wika Instruments India Pvt LtdReal Towers,51/52, Royapettah High Road,Chennai-600 004.



Steel Pipes

1. Maharashtra Seamless Ltd, D.P. Jindal Group, Pipe Nagar, N.H. 17, B.K.G. Road,Sukeli Village 402126, Raigad District, Maharashtra State, India.Phone: 02194 238511, 222010; Fax: 02194 238513Email: [email protected]

2. Nuclear Fuel Complex, Dept of Atomic Energy, Govt of India, ECIL P.O,Hyderabad 500062,Andhra Pradesh State, India.;Phone: 040 7121239, 7120151 Fax: 040 7121209

3. Prakash Steelage Ltd, 701, Mahalaxmi Chambers, Near Mahalaxmi Temple, Dr.Bhulabhai Desai Road, Mumbai 400026,Maharashtra State, India.Phone: 022 66134500; Fax: 022 23526576;Email: [email protected]; Website: www.prakashsteelage.com

4. Ratnamani Metals & Tubes Ltd, Survey No. 769, Ahmedabad - Mehsana Highway,Indrad Village, Nr. Chhatral G.I.D.C, Chhatral 382729,KadiTaluk, Mehsana District, Gujarat State, India.Phone: 02764 232254, 232263; Fax: 02764 234105

5. RemiEdelstahlTubulars Ltd, (Formerly Rajendra Mechanical Industries Ltd), REMIHouse, 11, CAMA Industrial Estate, Near WalBhat Lane, Goregaon (E), Mumbai400063, Maharshtra State, India.;Phone: 022 40589888, Fax: 022 26852335;Email: [email protected]; Website: www.remigroup.com

6. Sandvik Asia Ltd, Flat No. 6, Spurthy Hospital Complex, # 22, First Main, ChocolateFactory Road, Tavarekere, BTM Stage 1, Bengaluru 560029,Phone: 080 26844744; Fax: 080 26844744Email: [email protected]; Website: www.smt.sandvik.com/in

7. Scorodite Stainless (India) Pvt Ltd, E-123/125 & G-126/128, RIICO Industrial Estate,Makhupura, Sanchore 343041,Rajasthan State, India.Phone: 02979 285391, 285392; Fax: 02979 284220Email: [email protected]; Website: www.scorodite.com

8. Steamline Industries Ltd, (Triveni Group of Companies, Pipe division)901/904, 9th Floor, Jagdamba, Commercial Complex A/2, Near Movie Time Theatre,Link Road, Malad (West), Mumbai 400064, Maharashtra State,Phone: 022 40999700; Fax: 022 40999777;Email: [email protected], [email protected];Website: www.steamlineind.com



Pipe Fittings

1. Aravind pipes & fittings Industries Pvt Ltd,4, Bhandari street,1stKumbharwada,[email protected], [email protected]

2. Amforge IndustriesPlot no-C 454, T.T.C Industrial area, MIDC, Turbhe,Pawane, Trubhe-Mahape Road, Navi Mumbai – 400705Tel: 022- 27631358, Fax [email protected], [email protected]

3. Mech-well Fittings Pvt LtdBlock No. 123, Plot No. 6/7,Ravi Industrial Estate,Bileshwarpura,Chhatral 382 729,Kalol (N.G) Taluk, MehsanaDistrict,GujaratPhone: 0091 2764 234059Fax: 0091 2764 [email protected]

4. Sanghvi Forging & Engineering LtdA-8, ParvatiChamber,OppApsaraCinema,Pratap Nagar Road,Vadodara 390 004,Phone: 0091 265 2580644, 2581658Fax: 0091 265 [email protected], [email protected]

5. Kalapurna Steel & Engg CoR.K. Building,No. 3, 8th Khetwadi Lane, Post Box No. 3726,Mumbai 400 004,Phone: 0091 22 23895056, 23895683, 23890740 Fax: 0091 22 23820628Email: [email protected]

6. Metal Forge (India)25, DhanBhavan, 1st Carpenter Street,Mumbai 400 004,Phone: 0091 22 23823937, 23860095, 56363482Fax: 0091 22 [email protected]

7. Echjay Industries LtdEchjay Steels Division,Lalpari Lake Road, Rajkot 360 003,GujaratPhone: 0091 281 387482Fax: 0091 281 387847

8. Tube Products Incorporate, (Prop: Topack Fittings Ltd),748/8, G.I.D.C. Industrial Estate,Makarpura, Vadodara 390 010,Phone: 0091 265 25545211, 22830190Fax: 0091 265 22831031, [email protected]/ [email protected]

9. Metal-Tech EngineersOffice No. 4, 1st Floor, 63/35,4thKumbharwada Lane, Mumbai - 400 004022 - [email protected]



Studs & U-Bolt Clamps

1. Ankit Fasteners,No. 297, Haragadde village, Jigini Industrial Area,Jignihobli, AnekalTaluk,Bengaluru- 562 106,Phone: 0091 80 39817900Fax: 0091 080 23399863, 081 10416898

2. Bharath Engineering,New # 47 (old # 22)MuthumariChettyStreet,Chennai - 600 001

3. Deccan Instruments & Fasteners23 ( old 12/13) PeriannaMaistry Street, P.B. No. 228, ChennaiMobile: +91-9790889962,Fax: 044-25263392Email: deccan_instruments@ yahoo.co.in

4. Fastener Manufacturer Pvt Ltd.4,Mandeville Gardens, Kolkota - 700 019

5. M. Babulal & Co,Shop No. 8, Dr. Desmukh Lane,Opposite Nanubhai Desai Road,Mumbai - 400 004

6. Metal Tech Engineers,151/153 SantSenaMaharajMarge,Saroj Complex, 1st floor,2nd KumbharwadeLane,Mumbai - 400 004

7. Precision Auto Engineers,C-118, phase-V, focal pointLudhiana – 141010, Punjab, India,Phone: 0091 161 2671522, 5010778, 5010779,Fax: 0091 161 5010780,Email: [email protected], [email protected],Website:

8. Shakir Steel & Tools,44, Devar Hall BuildingWestBouleward Road, Trichy – 620008,Phone: 0431 2700379

9. Sky Traders,Sanjay Nagar , MominPura , Sunder Baug Lane KamaniKurla (W) ,Mumbai - 70

10. Multi FastnersPvt Ltd,244/9 G.I.D.C, Vaghodia, Vadodara 391760, Gujarat

11. S.A Bhagat& Co,25 (Old 14), PeriannaMaistry Street, Chennai 600001

12. Unbrako,Deepak fasteners Ltd,EGA, Trade Centre,809, Poonamalle High Road;1st Floor , Office No. 5,Kipauk, Chennai – 600 010Phone: 0091 44 26612389,Fax: 0091 44 26612451Email: [email protected]



Gaskets

1. AEROSPACE ENGINEERS,Survey No. 43/6, 43/8 & 43/9,NH-7, AmmapalayamVillage,Mallur, Salem - 636 203, Tamil NaduPhone: (91) 427 2422 232 / 332Fax: (91) 427 2422 432Email: [email protected]

2. Asian Industrial systems,B-16 Industrial area, Mogappaireast,Chennai - 600 037Phone: 044 26531271,Mobile: 9444189182

3. BHARAT JOINTS & PACKINGS,8, Mettu street, Poonamallee road, Ekkattuthangal Chennai- 600 032,Phone: 91-44-22254588, 22251599Mobile: 944014587,Fax: 91-44-22252126,Email: [email protected]

4. Champion seals (INDIA) Pvt Ltd,15, ParsipanchayatroadAndheri (East),Mumbai - 400 069,Phone: 022 28367311-15, Fax: 022 28208686 / 28367316

5. Dynamic gasket Pvt Ltd,69/1, Reddy street,Athipet,Chennai - 600 058Phone: 044 6258710, Fax: 044 6358821

6. Goodrich Gaskets Pvt.Ltd,40, VelichaivillageNext to: Pasupathyeswarantemple,Opp.road to:PudupakkamAnjaneyartemple,Vandalur, Kelambakkam road, ChennaiPhone: 044 27498022, Mobile: 9380360028, Fax: 044 27498055Email: [email protected], Website: www.goodrichgasket.com

7. IGP Engineers Ltd,P.O Box No. 8674, No. 79, Valmiki streetThiruvanmiyur,Chennai-600 041,Phone: 044 24420608Fax: 044 24405152,Email: [email protected]

8. Madras Industrial Products,268, Royapettai high roadChennai – 14,Phone: 044 24610956, Mobile: 9940664427

9. Mayanak Gaskets Manufacturing Co421, GIDC Estate, Makarpura road, Mumbai - 400 059

10. Rex Sealing & Packing Industries Pvt LtdPlot # M-44, MIDC Industrial Area,Taloja 410208, Raigad District,Maharashtra State, India.,Phone: 0091 22 27401912Fax: 0091 22 27402387, Mobile: 0091 9930626228, 9920044497,Email:[email protected].

11. SPUR CORPORATION,5, Planet Industrial Estate,Subhash Road, Vile Parle (E),Mumbai - 400 057Phone: 022 2611 6111,Fax: 022 2613 1323,Email: [email protected]



Annexure.2.2. QUALITY ASSURANCE PLAN

Table: 1 - QUALITY ASSURANCE PLAN FOR PRESSURE REDUCING DELUGE VALVES

Sl.No.

TestObjecttested

Characteristicsought for

Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord

Pre-Delivery Inspection (PDI)

Test performedby

Testwitnessed by

Recordreviewed by

1. Material test Specimenfrom rawmaterials

Chemicalcompositionand physicalproperties

1 perheatlot

Relevantstandard

Relevantmaterialspecification

Materialcertificate

Manufactureror Third PartyLaboratory

- TPIA,Contractor,

Department,

2. Soundnesstest forcastings(whereverapplicable)

Castings Absence ofdefects

100 % Radiographictest

Relevantstandard

Testcertificate


- TPIA,Contractor,

Department,

3. Dimensionalcheck

Valve Dimensions 100 % Metrology Approveddrawing

Test report Manufacturer TPIA TPIA,Contractor,

Department,4. Hydraulic

shellpressure test

Valve inpartiallyopenposition

Structuralintegrityunder stress

100 % 1.5 timesmaximumrated workingpressure

ASME B16.34 Testcertificate


TPIA TPIA,Contractor,

Department,

5. Hydraulicseat pressuretest

Valve inclosedposition

Structuralintegrity ofseat understress


ANSI-FCI 70 -2 Testcertificate



Department,



Table: 2 - TENTATIVE QUALITY ASSURANCE PLAN FOR FOAM CONCENTRATE TANK

Sl.No.

Component/Operation Characteristics

Type OfInspection/

Check

ReferenceDoc/

AcceptanceStandard

Record

InspectionAuthority

Man

ufac

ture

r

TPI

Depa

rtm

ent

1 Review & Approvalof Designcalculations anddrawings

Design & Drawings Review andapproval

ASME SEC.VIII DIV.1 Design calculations &Fabrication Drawings

QA R & A R & A

2 Raw MaterialsInspection

Material properties MTC of plates ASME SEC.IIPart A & C

Material TestCertificates

QA R R

UT of plates ASME SEC.V UT, IGC Reports QA W R

3 MaterialIdentification

Material Identificationw.r.t MTC

MaterialIdentification

Approved Drawings MaterialIdentification Report

QA W R

4 Machining of all thecomponents

Machining ofComponents, sub-assemblies, andassembly

Dimensional Drawings Inspection Report QA R R

5 WPQR Generation WPQR - ASME SEC.IX Report QA R R

6 WelderQualification

Identification ofWelders

- ASME SEC.IX Report QA W R




Sl.No.


Type OfInspection/

Check

ReferenceDoc/

AcceptanceStandard

Record

InspectionAuthority

Man

ufac

ture

r

TPI

Depa

rtm

ent

7 VesselFabrication

a. Welding ofdifferent sizeplates to getrequired size

Dimensional Weld set

up DP Test after root

run, back gougingand final runs &RT

DrawingDrawingASME SEC VIII DIV.I

Inspection ReportWeld set up report

D P TestX-Ray reportInspection Report

QAQA

QAQAQA

RW

WRR

RR

RRR

b. Shell rolling Dimensional Drawing Inspection Report QA R R

c. Long seam joints Weld set up DP Test after

root run, backgouging and finalruns & RT

DrawingASME SEC VIII DIV.I& ASME SEC.V

Weld Set Up ReportDP Test Report & X-Ray

QAQA

WR

RR

d. RT of all buttweld joints.

DP Test after rootrun, back gougingand final runs DP& RT

ASME SEC VIII DIV.I& ASME SEC.V

RT Test Report QA W

WR

R

8 Ports opening andNozzle weldingwith Shell & dishedends

a. Flange and pipewelding

Dimensional,RT & DP test

DrawingASME SEC VIII DIV.I& ASME SEC.V

Inspection Report DP/X-Ray

QA R R

b. Marking andopening of ports& weld setup

Dimensional Drawing Inspection Report QA W R




Sl.No.


Type OfInspection/

Check

ReferenceDoc/

AcceptanceStandard

Record

InspectionAuthority

Man

ufac

ture

r

TPI

Depa

rtm

ent

c. Welding of allports with vessel

DP Test shall becarried out afterroot run and afterfinal runs

ASME SEC VIII DIV.I& ASME SEC.V

Inspection ReportQA R R

9 Formation ofDished Ends

Dimensional/Incase ofJoint

Dimensional &RT

DrawingsASME SEC VIII DIV.IASME SEC.V Inspection Report

QA

QA

W

R

R

R

10 Welding of dishedends with shell

a. Fit-upb. Welding

DPRT

As per theprocedure

Inspection Report QA WR

RR

11 SupportStructureFabrication

DimensionalDP testing

Dimensional / DPtest

Drawings Inspection Report QA R R

12 Hydrostaticpressure Test

Hydrostatic pressureTest

Observation As per standard Hydrostatic pressureTest

QA W W

13 Leak Test Leak Test Observation _ Leak Test QA W W

14 Final Inspection& Stamping

Visual andDocumentation

Visual, Over allfinishing etc.

Drawings &. PO QA/QC Documents, QA W R

LEGEND

DP : DYE PENETRANT TEST RT : RADIOGRAPHY TEST QA : QUALITY ASSURANCE- by ContractorUT : ULTRASONIC TEST NDT : NON DESTRUCTIVE TEST. R&A : REVIEW AND APPROVALW : WITNESS R : REVIEW MTC : MATERIAL TEST CERTIFICATE



Table: 3 - QUALITY ASSURANCE PLAN FOR MANUAL TOBV & PNEUMATICALLY ACTUATED TOBV

Sl.No. Test Object

testedCharacteristicsought for

Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Test performedby

Testwitnessed by

Recordreviewed by



1 perheatlot

Relevantstandard


Materialcertificate


- TPIA,Contractor,Department




Relevantstandard

Testcertificate



3. Dimensionalcheck


Test report Manufacturer TPIA TPIA,Contractor,Department

4. Hydraulicshellpressure test




BS 6755 Part1/API 598

Testcertificate


TPIA TPIA,Contractor,Department





BS 6755 Part1/API 598

Testcertificate



6. Responsetime test

Valve Response time 100 % Vendor’sstandard

Purchaseorderspecification

Testcertificate



Note: Response time test and Hazardous area certification is applicable for pneumatically operated EP valve



Table: 4 - QUALITY ASSURANCE PLAN FOR MANUAL BUTTERFLY VALVES

Sl.No.

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Test performedby

Testwitnessed by

Recordreviewed by



1 perheatlot

Relevantstandard


Materialcertificate






Relevantstandard

Testcertificate



3. Dimensionalcheck







EN 12266 Part1/ API 598/ISO 5208

Testcertificate







EN 12266 Part1/ API 598/ISO 5208

Testcertificate





Table: 5 - QUALITY ASSURANCE PLAN FOR MANUAL BALL VALVES & PNEUMATICALLY ACTUATED BALL VALVES

Sl.No

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Test performedby

Testwitnessed by

Recordreviewed by



1 perheat/lot

Relevantstandard


Materialcertificate



2. Soundnesstest forcastings


100 % Radiographicor ultrasonictest

Relevantstandard

Testcertificate



3. Dimensionalcheck




Valve inopenposition


100 % API 598 API 598 Testcertificate






100 % API 598 API 598 Testcertificate



6. Fire safetytest

Valve Valve closureunder externalfire

Prototype

API 607/ ISO10497

API 607/ ISO10497

Testcertificate



7. Responsetime test

Valve Response time 100 % Vendor’sstandard

Purchaseorderspecification

Testcertificate

Manufacturer TPIA TPIA,Contractor,Department

Note: Response time test and Hazardous area certification is applicable for pneumatically operated EP valve



Table: 6 - QUALITY ASSURANCE PLAN FOR LANDING VALVES

Sl.No. Test Object

testedCharacteristic

sought forSample

sizeTest

procedureAcceptance

criterionForm ofrecord


Test performedby

Testwitnessed by

Recordreviewed by



1 perheatlot

Relevantstandard


Materialcertificate






Relevantstandard

Testcertificate



3. Dimensionalcheck






100 % IS 5290 IS 5290 Testcertificate






100 % IS 5290 IS 5290 Testcertificate





Table: 7 - QUALITY ASSURANCE PLAN FOR SURGE RELIEF VALVE (SRV) SKID

Sl.No.

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Testperformed by

Testwitnessed by

Recordreviewed by



1 perheatlot

Relevantstandard


Materialcertificate



2. Welding jointtest(whereverapplicable)

Buttweldingjoints

Absence ofdefects


ASME, SectionIX

Testcertificate

Manufacturer - TPIA,Contractor,Department

Socketweldingjoints

Absence ofsurfacedefects

100 % Dye penetranttest

Relevantstandard

Testcertificate

Manufacturer -


Body andcover ofSRV &ball valve

No defects 100% Radiographictest

Relevantstandard

Testcertificate

Manufacturer

-

TPIA,Contractor,Department

4. Dimensionalcheck







ASME B16.34/API 598

Testcertificate







ANSI-FCI 70 -2/ API 598

Testcertificate



Note: Response time test, Hazardous area certification and calibration certificates of instruments are applicable.



Table: 8 - QUALITY ASSURANCE PLAN FOR PRESSURE REDUCING VALVE

Sl.No.

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Test performedby

Testwitnessed by

Recordreviewed by



1 perheatlot

Relevantstandard


Materialcertificate


- TPIA,Contractor,

Department,




Relevantstandard

Testcertificate


- TPIA,Contractor,

Department,

3. Dimensionalcheck


Test report Manufacturer TPIA TPIA,Contractor,

Department,4. Hydraulic

shellpressure test




ASME B16.34 Testcertificate



Department,





ANSI-FCI 70 -2 Testcertificate



Department,



Table: 9 - QUALITY ASSURANCE PLAN FOR FILTERS

Sl.No

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Testperformed by

Testwitnessed

by

Recordreviewed by



1 perlot

Relevantstandard


Materialcertificate


-TPIA,

Contractor,Department,



100 % RadiographicTest

E446 Level 3ASME B16.34

Testcertificate

Manufactureror Third PartyLaboratory -

TPIA,Contractor,

Department,

3. Dimensionalcheck

Filter Dimensions 100 % Metrology Approveddrawing

Dimensionalreport

Manufacturer

TPIATPIA,



Filter Structuralintegrity understress

100 % Section VIII,Division 1,ASME

Section VIII,Division 1,ASME

Testcertificate


TPIATPIA,


5. Degree offiltration test

Filterelement

Degree offiltration

100 % Microscopicexaminationof mesh

Relevantstandard

Compliancecertificate


TPIATPIA,




Table: 10 - QUALITY ASSURANCE PLAN FOR PRESSURE GAUGES

Sl.No

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Testperformed by

Testwitnessed by

Recordreviewed by



1 perlot

Relevantstandard


Materialcertificate


- TPIA,Contractor,

Department,

2. Calibration Pressuregauge

Accuracy 100 % IS 3624(Min. 10readings inascending &descendingorder for eachgauge)

IS 3624 Calibrationcertificate

Manufacturer TPIA TPIA,Contractor,

Department,



Table: 11 - QUALITY ASSURANCE PLAN FOR CARBON STEEL & STAINLESS STEEL PIPES

Sl.No.

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Testperformed by

Testwitnessed by

Recordreviewed by

1. Visualexamination

Pipes OD & ID freefrom corrosion,pitting &surfaceirregularities

100% Visualexamination

Free fromDent &surfaceirregularities

Inspectionreport

Manufacturer TPIA ManufacturerTPIA,


2. Dimensionalcheck

Pipes Dimensions 100 % Metrology ASME B36.10

Inspectionreport

Manufacturer TPIA TPIA,Contractor,

Department,3. Chemical

analysisSpecimenfrom pipes

Chemicalcomposition

1 perheat

ASTM A 751 Respectivepipestandards

Materialcertificate


- TPIA,Contractor,

Department,

4. Mechanicaltest

Specimenfrom pipes

Mechanicalproperties

1 Perlot

ASTM A 370 Respectivepipestandards

Materialcertificate

Manufactureror PartyLaboratory


Department,

5. Ultra-sonictest

Pipes ofsize ≥ DN25

Internal flawdetection

100 % ASTM E 213 ASTM E 213 Testcertificate



Department,

6. Eddy currenttest

Pipes ofsize ≤ DN20

Internal flawdetection

100 % ASTM E 426 ASTM E 426 Testcertificate



Department,

7. Flatteningtest

Specimenfrom pipes

Ductility andsoundness

5% ASTM A 530 ASTM A 530/Respectivepipestandard

Testcertificate


TPIA TPIA,Contractor,Department,



Table: 11 - QUALITY ASSURANCE PLAN FOR CARBON STEEL & STAINLESS STEEL PIPES

Sl.No.

TestObjecttested


Samplesize

Testprocedure

Acceptancecriterion

Form ofrecord


Testperformed by

Testwitnessed by

Recordreviewed by

8. Bend Test Specimenfrom pipes

Ductility andsoundness

5% RelevantStandard

Respectivepipestandard

Testcertificate



9. InterGranularCorrosiontest(SS Pipes)

Specimenfrom pipes

Susceptibility tocorrosion

1 perlot

ASTM A 262Practice A/ E


Testcertificate





Table: 12 - QUALITY ASSURANCE PLAN FOR CARBON STEEL & STAINLESS PIPE FITTINGS AND FLANGES

Sl.No Test Object

testedCharacteristic

sought forSample

sizeTest

procedureAcceptance

criterionForm ofrecord


Testperformed by

Testwitnessed by

Recordreviewed by


Pipefittings

OD & ID freefrom corrosion,pitting &surfaceirregularities

100 % Visualexamination

Free fromDent &surfaceirregularities

Inspectionreport

Manufacturer TPIA ManufacturerTPIA,Contractor,Department,

2. Dimensionalcheck

Pipefittings

Dimensions 100 % Metrology Relevantstandard

Inspectionreport

Manufacturer TPIA TPIA,Contractor,Department,

3. Chemicalanalysis

Specimenfrom pipefittings andflanges

Chemicalcomposition

1 perheat

ASTM A 751 Relevantstandard

Materialcertificate


- TPIA,Contractor,Department,

4. Mechanicaltest (Forging)



1 perlot

ASTM A 370 Relevantstandard

Materialcertificate



5. InterGranularCorrosiontest(SS Fittings)


Susceptibility tocorrosion

1 perlot



Testcertificate





Table: 13 - QUALITY ASSURANCE PLAN FOR FASTENERS (STUDS, U-BOLT CLAMPS, FOUNDATION BOLTS INCLUDING NUTS, WASHERS)

Sl. No Test Object testedCharacteristic

sought forSample

sizeTest procedure

Acceptancecriterion

Form ofrecord


Test performedby

Test witnessedby

Recordreviewed by


Stud Bolts,Foundationbolts, U Bolts,Nuts, Washers

SurfaceFinish

100 % Visualexamination

No Dent &surfaceirregularities

Inspectionreport

Manufacturer TPIA ManufacturerTPIA,Contractor,Department,

2. Dimensionalcheck

Stud Bolts,Foundationbolts, U Bolts,Nuts, Washers

Dimensions 100 % Metrology Relevantstandard

Inspectionreport

Manufacturer TPIA TPIA,Contractor,Department,

3. Chemicalanalysis

Specimen fromStud Bolts,Foundationbolts, U Bolts,Nuts, Washers

Chemicalcomposition

1 persize

Relevantstandard

Relevantstandard

Materialtestcertificate


- TPIA,Contractor,Department,

4. Mechanicaltest

Specimen fromStud Bolts,Foundationbolts, U Bolts


1 persize

Relevantstandard

Relevantstandard




5. Proof loadtest

Specimen fromNuts

Loadingcapacity

1 persize

Relevantstandard

Relevantstandard

Testcertificate



6. Hardnesstest

Specimen fromStud Bolts, UBolts,Foundationbolts, Nuts.

Hardness 1 persize

Relevantstandard

Relevantstandard




Volume 2 Technical Specifications and Scope of Work · In-Line Balanced Pressure (I LBP) Foam...

Documents

Transcript of Volume 2 Technical Specifications and Scope of Work · In-Line Balanced Pressure (I LBP) Foam...