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Transcript of (VOLUME - II) - ISRO · P&I DIAGRAM FOR WATER BASED FIRE ... installation of fire protection...
1
Ref No.: IPRC/S&FS/ISF-RFP/02
REQUEST FOR PROPOSAL (RFP)
FOR
WATER BASED FIRE PROTECTION SYSTEM
OF
ISROSENE STORAGE FACILITY (ISF)
FOR
SEMI CRYOGENIC PROJECT
((VVOOLL UUMM EE -- II II ))
SAFETY & FIRE SERVICES
ISRO PROPULSION COMPLEX
MAHENDRAGIRI - 627133
2
Contents
1 INTRODUCTION 5
2 LAYOUT OF WATER BASED FIRE PROTECTION SYSTEM 8
2.1 DELUGE VALVES SHED 8
2.2 FOAM SKID SHED 8
2.3 FIRE HYDRANTS 8
3 DESCRIPITION OF WATER BASED FIRE PROTECTION SYSTEM 9
3.1 MEDIUM VELOCITY WATER SPRAY SYSTEM OPERATED BY DELUGE VALVE 9
3.2 INLINE BALANCED PRESSURE FOAM PROPORTIONING SYSTEM 9
3.3 FIRE HYDRANT SYSTEM 9
4 SCOPE OF WORK BY CONTRACTOR 10
4.1 DESIGN REVIEW 10
4.2 DETAILED ENGINEERING 10
4.3 PURCHASE OF MATERIALS 11
4.4 SUPPLY OF SPARES 11
4.5 FABRICATION 11
4.6 PIPE BENDING 12
4.7 WELDING 12
4.8 TESTING 12
4.9 CLEANING 12
4.10 PAINTING 13
4.11 ERECTION AND INSTALLATION 13
4.12 FASTENERS & GASKETS 13
4.13 STRUCTURAL WORKS 14
4.14 CIVIL WORKS 15
4.15 COATING AND WRAPPING OF UNDERGROUND PIPES 15
4.16 ELECTRICAL WORKS 16
4.17 POWER BODY EARTHING 16
4.18 COMMISSIONING 16
5 SCOPE OF WORK BY DEPARTMENT 17
5.1 PROCESS DESIGN 17
5.2 EQUIPMENT LAYOUT 17
5.3 SERVICES DURING ERECTION AND COMMISSIONING 17
5.4 INSTRUMENTATION SYSTEM 17
5.5 ELECTRICAL SYSTEM 17
5.6 INSPECTION OF WORK AT DEPARTMENT’S SITE 17
3
6 SPECIFICATIONS OF THE SYSTEMS 18
6.1 DELUGE VALVE 18
6.2 INLINE BALANCED PRESSURE FOAM PROPORTIONING SYSTEM 20
6.2.1 FOAM CONCENTRATE TANK 20
6.2.2 FOAM CONCENTRATE PUMP 22
6.2.3 INLINE BALANCE PRESSURE FOAM PROPORTIONER 23
6.2.4 FOAM - WATER SPRINKLER 23
6.2.5 LOW LEVEL FOAM-WATER DISCHARGE DEVICE 24
6.2.6 FOAM CONCENTRATE 24
6.3 MANUAL VALVE - TRIPLE OFFSET BUTTERFLY VALVE (TOBV) 25
6.4 MANUAL VALVE - GATE VALVE 28
6.5 MANUAL VALVE - BALL VALVE 30
6.6 MANUAL VALVE – NEEDLE VALVE (3 WAY 2 PORT MANIFOLD VALVE) 32
6.7 PNEUMATICALLY ACTUATED BALL VALVES 33
6.8 LANDING VALVES 35
6.9 FILTER - Y TYPE 37
6.10 WATER SPRAY NOZZLES 39
6.11 SPRINKLERS 40
6.12 PRESSURE GAUGES 41
6.13 PIPES 42
6.14 PIPE FITTINGS AND FLANGES 44
7 SAFETY, QUALITY CONTROL AND INSPECTION 49
7.1 SAFETY 49
7.2 QUALITY CONTROL 49
7.3 SCOPE OF THIRD PARTY INSPECTION 50
8 PHASES OF WORK 51
9 DOCUMENTATION 51
10 INSTRUCTIONS TO BIDDERS 51
11 PRICES AND PAYMENT TERMS 51
12 EXECUTION SCHEDULE 51
13 WARRANTY 51
14 GENERAL CONDITIONS 51
ANNEXURE -1: MEMORANDUM OF UNDERTAKING 52
15 ANNEXURE -2: List of Essential Spares (One Set of Essential Spare Parts for
Individual Units)
53
16 ANNEXURE -3: VENDOR LIST 54
4
ANNEXURE -4: DRAWINGS 60
LOCATIONS OF FIRE FIGHTING SYSTEMS FOR ISF 60
P&I DIAGRAM FOR WATER BASED FIRE PROTECTION SYSTEM FOR ISF 61
FIRE HOSE CABIN 62
ANNEXURE -5: QUALITY ASSURANCE PLAN 63
TABLE: 1 - QUALITY ASSURANCE PLAN FOR DELUGE VALVES 63
TABLE: 2 - QUALITY ASSURANCE PLAN FOR FOAM CONCENTRATE TANK 64
TABLE: 3 - QUALITY ASSURANCE PLAN FOR MANUAL TOBV 68
TABLE: 4 - QUALITY ASSURANCE PLAN FOR MANUAL GATE VALVES 69
TABLE: 5 - QUALITY ASSURANCE PLAN FOR MANUAL BALL VALVES & PNEUMATICALLY ACTUATED BALL VALVES
70
TABLE: 6 - QUALITY ASSURANCE PLAN FOR FILTERS 70
TABLE: 7 - QUALITY ASSURANCE PLAN FOR PRESSURE GAUGES 70
TABLE: 8 - QUALITY ASSURANCE PLAN FOR LANDING VALVES 71
TABLE: 9 - QUALITY ASSURANCE PLAN FOR CARBON STEEL PIPES 72
TABLE: 10- QUALITY ASSURANCE PLAN FOR PIPE FITTINGS AND FLANGES 73
TABLE: 11- QUALITY ASSURANCE PLAN FOR STUDS & U-BOLT CLAMPS 74
5
1 INTRODUCTION
Isrosene propellant storage facility (ISF) is designed to store and supply Isrosene at
ambient temperature to user facility at ISRO Propulsion Complex(IPRC)for testing the
Semi Cryogenic Engine. The maximum storage capacity is 500 m3considering an ullage
volume of about 15%. Isrosene Storage facility comes under Static and Mobile Pressure
Vessels Rules (SMPVR) of Petroleum and Explosives Safety Organization (PESO).The
civil works, inhabited & intraline distances, PESO approvals, safety systems and other
design requirements are planned for 5 storage tanks (3 present + 2 futures) of total storage
capacity of 500 m3.
Isrosene, refined form of Kerosene is chemically stable and reacts only under strong
oxidising conditions. The density of Isrosene is 800kg/m3 and flash point is 333K. It
comes under petroleum class B and hazard group I of Ammunition and Explosives Safety
Standard (AESS). Isrosene is highly flammable and volatile liquid. The NFPA’s
flammability hazard rating for Kerosene is 2. The major potential hazard involving
Isrosene at storage and its handling is FIRE hazard. To prevent any inadvertent personnel
and property loss, installation of fire protection systems such as deluge system, foam-
water system and hydrant system is essential at Isrosene storage facility.
This Request for Proposal (RFP) describes with requirements for realizing the water
based fire protection systems at Isrosene Storage facility.
The design of the system has been done by the department. The Process and
Instrumentation Diagram (P&ID) along with sizes of the fluid circuits is given in this
document. Brief scope of Engineering, Procurement and Construction (EPC) works to
be carried out by the Contractor comprises the following.
• Review of design work done by the Department.
• Detailed engineering
• Procurement and supply of materials such as equipments, flow components,
gauges/indicators, pipes, pipe fittings, and associated accessories like gasket, ‘U’ bolt
clamps etc including shop fabrication, testing and inspection at manufacturer’s site.
• Transportation and storage of materials at Department’s site.
• Site Fabrication, erection, testing and inspection at Department’s site.
• Commissioning.
6
Quotation shall be submitted on two bid basis viz. Technical & Commercial bid and
price bid. Quotations that are satisfying our technical specifications and commercial terms
& conditions only will be eligible for opening the price bid.
A pre bid meeting will be arranged to the interested potential Contractors wherein the
scope of contract and features & criticality of the facility will be described. Also a site
visit will be arranged to enable the bidders to assess the location of proposed facility.
The lead time of the project is 15 months from the date of awarding of contract. As this
project is of national interest and has to be completed within the scheduled period, the
bidders are advised to take utmost care in studying the quantum of works and plan
adequate & suitable resources to complete the project within the stipulated period.
Documents on “Design Report on Safety Systems at Isrosene Bulk Storage Facility”
along with P&ID and equipment layout of the facility will be supplied upon award of
contract. These documents form basis for carrying out Engineering, Procurement and
Construction(EPC) works to be carried out by the Contractor.
Some of the key words used in this document are defined as follows:
• “Department” shall mean and include the President of India acting through the
Director, IPRC and any representative(s) of the Department duly authorized on
his/her behalf.
• “Contractor ” shall mean the individual or firm or company whether incorporated or
not, chosen by the Department among the bidders to this tender enquiry, undertaking
the works and shall include the legal personal representatives of such individuals or
the permitted assignee of such individual or firm(s) or company.
• “Site” shall mean the land or other places at IPRC, Mahendragiri on which work is to
be executed under the Contract, which may be allotted by the Department for the
purpose of carrying out the work.
• “Equipment” shall mean Foam Storage tank, Foam Pump, which are to be erected in
ISF for water based fire protection system.
• “Materials” shall mean all the items required for realizing and forming part of the
ISF including raw materials, semi-finished products & subassemblies, which are
manufactured by the Contractor or their sub- Contractors or bought out from their
7
sub-vendors, such as equipments, flow components, pipes, pipe fittings, instruments,
etc.
• “Specifications” shall mean collectively all technical specifications, terms and
conditions contained in this document which shall be considered to realize the
Isrosene Storage Facility.
• “SCP” shall mean Semi Cryogenic Project
• “ ISF” shall mean Isrosene Storage Facility
• “S&FS” shall mean Safety & Fire Service
• “RFP” shall mean Request for Proposal.
� Volume I for Isrosene Storage Facility
� Volume II for Water Based Fire Protection System for ISF
Note:
For location, climatic condition, layout of facility and description of Isrosene storage
facility, refer section 2 and 3 of ‘REQUEST FOR PROPOSAL (RFP) OF ISROSENE
STORAGE FACILITY (ISF) FOR SEMI CRYOGENIC PROJECT (Volume-I)’.
.
8
2 LAYOUT OF WATER BASED FIRE PROTECTION SYSTEM
The tentative locations for fire hydrants, sheds for deluge valves and shed for foam skid in
Isrosene Storage Facility are shown in the drawing no
S&FS/PSCFS/ISF/LAYOUT/01/R0.
2.1 Deluge Valves Shed
Two numbers of DN 350 deluge valves shall be positioned in the deluge valves shed
at the tentative location shown in the layout drawing. Contractor shall propose the
area required for positioning the deluge valves, design and construct the deluge valve
shed. In deluge valves shed, in upstream of deluge valves, DN 350 filters, DN 350
TOBV manual valves and in downstream of deluge valves, DN 250 TOBV manual
valves and DN 250 EP valves shall be accommodated. The area shall include space
for access and to carry maintenance work. Suitable structural platforms with
necessary access shall also be planned for operation of deluge valve. Suitable
drainage arrangement shall be made to drain the water from drain point of deluge
valve and storm water.
2.2 Foam Skid Shed
Foam skid, consisting of 5m3 foam Concentrate tank, foam pump, foam
proportionaters and other flow components shall be positioned in the foam skid shed
at the tentative location shown in the layout drawing. Also one number of DN 200
deluge valve with flow components such as filter, manual valve and EP valve shall
be positioned in the foam skid shed. The area shall include space for access and to
carry maintenance work. Suitable structural platforms with necessary access shall
also be planned for operation of foam system and deluge valve. Suitable drainage
arrangement shall be made to drain the water from drain point of foam
propotionating system, deluge valve and storm water.
2.3 Fire Hydrants
Fire hydrants shall be installed in the locations shown in the layout drawing. Fire
hydrant outlet shall be situated 1 meter above the finished ground / floor level. Fire
hydrant stand pipe shall be provided with PCC at the base at least 1000 mm x 1000
mm. Each fire hydrant shall be provided with fire hose cabin at distance of 1500 mm
from hydrant stand pipe. 1000 mm width paved pathways shall be provided to
approach fire hydrants and fire hose cabins.
9
3 DESCRIPITION OF WATER BASED FIRE PROTECTION SYSTEM
The Process and Instrumentation Diagram for water based fire protection system of
Isrosene Storage Facility is shown in Drawing no S&FS/PSCFS/ISF/P&ID/02/R0.
The water based fire protection system consists of
• Medium Velocity Water Spray System Operated by Deluge Valve
• Inline Balanced Pressure Foam Proportioning System
• Fire Hydrant System
3.1 Medium Velocity Water Spray System Operated by Deluge Valve
Medium Velocity Water Spray System operated by Deluge Valve is planned for
protecting Isrosene storage tanks and road tankers from any external fire. Two
deluge valves will be protecting storage tanks (3 present and 2 future) and a drain
tank in storage area and one deluge valve for protecting road tankers in transfer bay.
Water spray nozzles shall be provided to protect the surface area of storage tanks and
road tankers. Sprinklers (Quartzoid bulb – Temperature rating 68oC) shall be
provided around the areas to be protected for detecting the fire and actuating the
deluge valve.
3.2 Inline Balanced Pressure Foam Proportioning System
3% Aqueous Film Forming Foam (AFFF) concentrate mixed with 97% water to
make foam solution (Foam-Water) is planned for quenching the fire. For making and
dispensing foam solution at the right ratio for different flow rates, Inline Balanced
Pressure Foam Proportioning System is planned. For quenching fire at the storage
tanks, drain tanks and road tankers, foam-water spray nozzles are planned above the
tanks & tankers. For storage tank dike and transfer bay dike, low level discharge
devices placed at suitable intervals are planned.
3.3 Fire Hydrant System
Single outlet fire hydrants are planned for Isrosene storage facility and command
room. The water supply lines to fire hydrants in storage area shall be connected in a
form of a loop. The water line shall be extended from storage area to tanker parking
area and command room.
10
4 SCOPE OF WORK BY CONTRACTOR
The scope of work to be done by the Contractor for the realization of water based fire
protection system at ISF is given in this Section. The bidder shall submit a complete
quotation for the entire works mentioned herein.
4.1 Process Design Review
Process Design Review is similar to that of Volume I of this document.
4.2 Detailed Engineering
Based on the approved design evolved during design review, the Contractor shall
carry out detailed engineering, which shall comprise the following:
a. Preparation of the detailed layout (top view) drawings (indicating skeletal
dimensions and to scale) of the pipelines of the fire protection fluid circuits
shown in the P&IDs for entire storage in a single drawing legibly. The isometric
drawings and other fabrication drawing shall be prepared by using AutoCAD
based software only.
b. Estimation of pressure drop based on the pipeline layout and isometric drawings.
c. Designing of In-line Balanced Pressure Foam Proportioning system for the
designed flow rate. It includes design, fabrication, procurement, installation,
testing and commissioning of foam concentrate storage tank, inter connecting
pipes, flow components, foam pump and terminating electrical/ instrumentation
connections with pump controller.
d. Preparation of sizing calculations of water spray nozzles, foam solution
sprinklers, foam proportionater, foam solution discharge device for dikes and
drawings for spray nozzle coverage details.
e. Preparation of the detailed Quality Assurance Plan (QAP) for the materials such
as pipes, pipe fittings, flow components, instruments, etc, fabrication, erection
and commissioning. The sample format of QAP is given inAnnexure-5.
f. Preparation of detailed procedure and acceptance criteria for fabrication, erection
and commissioning.
g. Preparation of the purchase specification of the materials such as equipments,
flow components, instruments, pipes, pipe fittings, etc.
h. Preparation of the list of spares. The guidelines for selection of spares are given
in Section 4.4
11
i. Preparation of static earthing scheme for foam tank and power earthing for foam
pump motor.
j. Preparation ofexecution plan and safety plan to be followed during erection &
commissioning phase.
The detailed engineering documents as per Section 9.3 of volume I shall be
submitted to Department in advance for perusal. The date of Detailed Engineering
Review (DER) meeting shall be mutually agreed upon. Contractor shall organize the
detailed engineering review meeting either at their office/factory or at IPRC, in
which the Department’s representative(s) will participate. Upon review, necessary
modifications/changes, if any required shall be executed by the Contractor.
Modifications/changes shall be dealt as per Section 14.8 of volume I.
4.3 Purchase of Materials
All the materials such as equipments, flow components, instruments, pipes, pipe
fittings, etc are to be purchased by the Contractor. The general specifications of the
systems are given in Section 6. The detailed purchase specifications for the
individual items to be purchased shall be made by the Contractor. The purchase
specifications of such items and the sub-vendors from whom such items are to be
purchased are subject to review and approval by the Department.
4.4 Supply of Spares
a. Spare parts of flow components: For the parts used in the flow components, the
Contractor shall supply one set of essential spare parts for individual units (like
seat insert, body gasket, gland packing, plug stem assembly etc for valves) and
cost shall be included in the individual basic item. The list of essential spares
to be supplied along with flow components shall be provided as per Annexure-2.
b. Spares and consumables for erection and commissioning: Consumables (like
gaskets, lubricants, grease, PTFE tapes, etc) required/ used during erection and
commissioning shall be supplied by the Contractor. It is the responsibility of the
Contractor to account the required quantity till the completion of commissioning.
Cost for these spares shall not be quoted separately.
4.5 Fabrication
Fabrication is similar to that of Volume I of this document.
12
4.6 Pipe Bending
Pipe bends is similar to that of Volume I of this document.
4.7 Welding
Carbon Steel (CS) pipelines welding shall be performed by Shielded Metal Arc
Welding (SMAW) with suitable electrodes and welding rods. Any welding of SS
pipelines shall be performed by Gas-purged Tungsten Arc Welding (GTAW) with
Gaseous Argon (99.995 % purity) as the purge medium. The welding processes shall
comply with the requirements of ASME Section IX.
All the welding should be done only by qualified welders for both pipelines and
structural works. The welding procedure qualification and welder’s performance
qualification shall be done as per ASME Section IX.
4.8 Testing
The following tests shall be performed after fabrication of pipelines and wherever
applicable:
a. Dye penetrant test: All the socket weld joints shall be subjected to Dye Penetrant
Test (DPT) at the root and final passes. All the butt and mitre welded joints shall
be subjected to DPT at the root pass. The cost of DPT is to be included with the
cost of respective welding as provided in price format in Section 15.2 of VolumeI.
b. Radiographic test: 10% CS and SS butt welded joints shall be subject to radio-
graphic test (RT) to 2-2T sensitivity. Generally, the RT shall be done with X-rays.
Alternatively, the gamma rays may be used in locations where the joint is
inaccessible to X-ray equipments. All the radiographic films shall be submitted to
the Department for verification along with joint identification numbers marked on
the films. The selection of the joints to be subjected to RT will be done by
Department representatives.
c. Hydro test: All the fabricated pipe-lines shall be subjected to pressure test with
hydraulic medium at 1.5 times the MAWP.
4.9 Cleaning
a. Cleaning shall be done by wire brush in such as way that the slag is fully removed
and the weld seam is clearly visible.
b. All weld spatters shall be finish ground by hand grinding machine without
reduction in thickness to the parent material.
13
4.10 Painting
All the pipelines, equipments and flow components shall be painted with two coats
of zinc rich primer. Above the primer coating, two coats of enamel paint shall be
applied. The colour scheme shall be provided by the Department upon award of the
contract. All the pipelines, flow components and instruments shall be provided with
identification numbers/ tag numbers.
All the structural materials shall be painted in grey colour, hand rails in yellow
colour and toe guards in black.
4.11 Erection and Installation
Contractor shall carryout all the erections involving foam tank, foam pump, pipelines
and flow components at Department’s site. The other conditions shall be similar to
that of Volume I of this document.
4.12 Fasteners & Gaskets
a. Studs: Material of full threaded Studs shall conform to ASTM A193 GR.B7and
hexagonal nut shall conform to ASTM A194 GR.2H. The dimension of studs
and nuts shall conform to IS 1367. Flat washers shall suit to corresponding stud
size. One set shall contain a stud, two nuts and two washers.
Sl.No Stud Size Length (mm) No. of Studs (Sets)
1. M 12 70 50
2. M 16 90 300
3. M 20 110 300
4. M 22 115 500
5. M 24 130 200
6. M 32 175 160
b. U-Bolt Clamp: Material for U-bolt clamps and nuts shall be of carbon steel and
conform to IS 1367. It shall be of galvanized finish. Flat washers shall suit to
corresponding U-bolt clamp. One set shall contain a U-Bolt, two nuts and two
washers.
14
Sl.No Pipe Size (DN) U-Bolt Clamp Size No. of Clamps (Sets)
1. 15 M8 150
2. 20 M8 150
3. 40 M10 50
4. 65 M12 50
5. 80 M16 50
6. 100 M16 50
7. 150 M20 100
8. 200 M20 50
9. 250 M20 40
10. 350 M24 10
11. 600 M24 5
c. Gaskets: Compressed Asbestos Fiber (CAF) non metallic gaskets shall be used
for flange joints and it shall conform to IS 2712 grade W/3. The gasket shall be
suitable to ASME B16.5, 150 class flanges. Approximate quantity required is
500kg.
4.13 Structural Works
The scope includes design, supply of materials, fabrication, assembly and erection of
all types of structures. The structural works consists of shed for deluge valves and
foam skid at the tentative locations shown in Drawing no.
S&FS/PSCFS/ISF/LAYOUT/01/R0. Contractor shall determine and propose the area
required for positioning the deluge valves and foam skid. The area shall include
space for access and to carryout maintenance work. Suitable structural platforms
with necessary access shall also be planned for operation of deluge valve. Other
structural work involves fabrication of pipeline supports using channels, I-beams,
angles and structural plates. The Contractor shall quote for structural works on per
kg basis in the price bid. Payment will be made for the actual quantity of work
executed. The approximate weight arrived at is 36 tons.
15
4.14 Civil Works
Contractor shall perform detailed engineering for the foundations such as foundation
pockets, forces & moments acting on the foundation, etc of foam concentrate storage
tank, foam pump, deluge valves shed, foam skid shed and for any other pipe supports
and structural supports. The equipment layout showing such fine details shall be
made by the Contractor. The scope of civil works includes
a. Breaking of already laid Plain Cement Concrete (PCC)/ Reinforced Cement
Concrete (RCC) pavements and excavation of earth for laying underground
pipes, anchor blocks, pedestals for deluge valve shed, foam skid shed, foam
concentrate tank, foam pump, pipe supports and structural platforms.
b. Filling the earth after laying the underground pipes.
c. Grouting of equipments, pipe supports, structural works by PCC/ RCC, PCC/
RCC pavement of the excavated areas, PCC pavement around hose cabins and
fire hydrants.
d. Construction of hose cabins using brick masonry and RCC slabs as show in
Drawing no. S&FS/PSCFS/ISF/HOSE CABIN/03/R0.
e. Breaking and making holes across walls for laying pipelines.
f. Plastering the wall surfaces of fire hose cabins, applying two coats of white
washing and two coats of cement based paint (Fire red shade).
All the materials such as steel reinforcement rods, binding wires, brick, cement,
sand, gravel, etc shall be arranged by the Contractor. The composition of concrete
shall be as follows:
a. PCC – Cement : Fine aggregate: Coarse aggregate (20mm) = 1:2:4
b. RCC – Cement : Fine aggregate: Coarse aggregate (20mm) = 1:1.5:3
4.15 Coating and Wrapping of Underground Pipes
a. Underground pipes shall be coated with the synthetic primer, type B conforming
to IS 9912.
b. Underground pipes shall be wrapped by 4mm thick coal tar based anticorrosion
tape conforming to IS 15337.
c. Underground pipes coating and wrapping shall be done according to code of
practice IS 10221.
• The pipe surface shall be degreased and the rusts shall be cleaned by wire brush
prior to application of primer. Priming shall be done within 4 hours of
16
completion of cleaning.
• The primer shall be applied either by brush or spray and be allowed to become
touch dry prior to wrapping the tape.
• Before wrapping the coal tar based anticorrosion tape to the pipe, the primer-
coated pipe shall be gently heated by a run of LPG torch or suitable heat source.
The tape shall be wrapped either by spiral or circumferential method to the pipe
and there shall be a minimum of 12.5 mm overlap per single wrap.
• Over the weld joints, after necessary inspections, the procedure for coating and
wrapping shall be similar to that of a bare pipe. Overlap on each side of weld
joint shall be a minimum of 50 mm.
• In wrapping application, care shall be taken such that there are no air pockets or
bubbles beneath tape and tape shall be in intimate contact with the primed steel.
4.16 Electrical Works
The electrical works shall be similar to that of Volume I of this document.
4.17 Power Body Earthing
Power body earthing shall be similar to that of Volume I of this document.
4.18 Commissioning
Commissioning activity shall be similar to that of Volume I of this document.
17
5 SCOPE OF WORK BY DEPARTMENT
5.1 Process Design
The design of the system has been done by the Department. In this document, the
following drawings along with the sizes of the fluid circuits are given:
� Process and Instrumentation Diagram (P&ID) S&FS/PSCFS/ISF/P&ID/02/R0
The specification of the system, along with the list of flow components &
instruments, are given in detail in Section 6. These details are considered adequate
for price estimation. However, these sizes are subject to changes based on mutual
agreement between the Department and the Contractor during design review and
detailed engineering review. Upon award of the contract, the Department will furnish
the design document along with tentative piping layout for review by the Contractor.
5.2 Equipment Layout
The location of shed for deluge valve shed and foam skid is given in
S&FS/PSCFS/ISF/LAYOUT/01/R0. The details are explained in Section 2.
Based on this location and the P&ID, the Contractor shall prepare the pipeline layout
& isometric drawings and derive the lengths of the pipe-lines and pipe fittings
required to connect between the various inter-faces as per the P&ID.
5.3 Services during Erection and Commissioning
During construction and commissioning, the services provided by the Department
shall be similar to that of Volume I of this document.
5.4 Instrumentation System
The instrumentation systems shall be similar to that of Volume I of this document.
5.5 Electrical System
The electrical system shall be similar to that of Volume I of this document.
5.6 Inspection of work at Department’s site
Inspection shall be similar to that of Volume I of this document.
18
6 SPECIFICATIONS OF THE SYSTEMS
6.1 Deluge Valve
General
Nominal size : DN 350 DN 200
Quantity (Nos.) : Two One
Tag numbers : KVD 9121; KVD 9122 KVD 9123
Mounting Type : Horizontal Mounting
Fluid medium : Water
Working temperature range : 300 K to 323 K
MAWP : 1 MPa
Permissible Leakage across Body and Seat
: Bubble tight as per API 598
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 8M
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.
Accessories to be included per deluge valve
:
a. Pressure Gauges - 1 no.; Dial: 4”;Range: 0 - 20 kg/cm2.
b. Water Motor Gong
c. Release Valve (Manual actuation)
d. Strainer - Y Type
e. Non-Return Valve
f. Flow Control Device
g. 2 Way Solenoid Valve - 1 no.
h. Water Flow Switch - 1 no.
Weather proof IP66 &
Explosion Proof Gr. II B
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per
Annexure – 2.
MOC- SS 304/ 304L/316/316L
19
Tests:
I. Material test certificates: The material test certificates, detailing the physical and
chemical properties of the principal pressure–bearing parts shall be provided.
II. Soundness test for castings: All the castings shall be subject to soundness test with radio-
graphic or ultra-sonic technique for flaw detection.
III. Hydraulic shell pressure test: The valve in partially open position shall be subjected to
pressure test with Water (with suitable corrosion inhibitor) at 1.5 times the maximum rated
working pressure of the particular pressure rating class of the valve. 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 to pressure
test with Water (with suitable corrosion inhibitor) at 1.1 times the maximum rated working
pressure of the particular pressure rating class of the valve. The test procedure and
acceptance criteria shall be as per API 598.
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 number for
each valve, nominal size, pressure rating class, material of construction etc. shall be
legibly and indelibly engraved on the body of the valves.
VII. Painting: Two coats of epoxy primer and two coats of fire red shade shall be applied on
the valve body.
VIII. Calibration Certificates: For pressure gauges and water flow switch, calibration
certificates shall be provided.
20
6.2 Inline Balanced Pressure Foam Proportioning System
In-line Balanced Pressure Foam Proportioning system consist of foam skid comprising
5m3 stainless steel foam concentrate tank, positive displacement pump with flame proof
motor and pump controller, foam proportionaters with suitable sizes, interconnecting
pipes, flow components, pressure gauges, foam-water spray sprinklers and low level
discharge device for dikes. All interconnecting pipes between foam concentrate tank, foam
pump and foam proportionaters shall be SS 304L/ 316L. In-line Balanced Pressure Foam
Proportioning system shall be designed and installed according to relevant NFPA
standards.
6.2.1 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 : 5 m3
Tag numbers : FTK 9001
Mounting Type : Horizontal Mounting
Fluid Medium : Aqueous Film FormingFoam Concentrate
MOC : SS 304L/316L
MAWP : 0.15 MPa
No. of Nozzles : 6 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 Arm arrangement
Accessories to be Included : Level gauge (sight glass) with isolation valves
: Ladder
: Lifting lugs
Codes &Standards
Design : ASME Boiler and Pressure Vessel Code Section VIII Div.1 (Consider only the liquid head elevation for design).
Pipe Flanges And Flanged Fittings
: ASME B16.5
Nozzle pipes : ASME 36.19M
Wind load : IS: 875 (part 3)
Seismic load : IS: 1893
21
1. The contractor shall prepare the design calculation, general arrangement drawing,
fabrication drawings and Quality Assurance Plan (QAP) and it shall be submitted to the
department for approval.
2. Seismic load (zone 3 as per IS: 1893) and wind load (operating wind speed 120 km/hr &
survival wind speed 200 km/hr considering 3 sec gust) shall also be considered during
design of tank.
3. Welding of vessel shall be carried out by GTAW process and shall be performed only by
welders qualified under section IX of the ASME Boiler and Pressure Vessel Code, using
procedures mentioned under Section IX. Welding procedures must be approved and
welder must be qualified by TPI agency.
4. All butt welds shall be full penetration welds and shall be 100% radiographed (X-ray, 2-2T
sensitivity).
5. Saddle supports have to be designed for maximum weight of the tank, i.e., filling test
weight.
6. The vessel shall be offered for inspection to department and Third Party Inspection
Agency. Scope of inspection & test plan by TPI agency shall include approval of the
design calculation and fabrication drawings prepared by the contractor, review of material
test/UT test certificates, witness of DP test, review of radiographic films, witness of filling
test, final dimensional check including check up of internal and external attachments,
Examine final documents and as built drawings and countersigning the same, issuing of all
relevant certificates and final release note.
7. Three numbers of production master file shall be submitted by the fabricator along with
the supply. It shall contain
a. Introduction
b. Approved design calculations
c. Approved drawings
d. Third party inspection certificates (all certificates covers in their scope of inspection)
e. Final release note by third party inspection agency
f. Facsimile of stamping
g. Guarantee certificate
22
6.2.2 Foam Concentrate Pump
Operating Conditions
Fluid Medium : Foam Concentrate
Specific Gravity : 1 to 1.12
Viscosity 0.1 kg/m.s
Flow Rate : 150 lpm
Suction Pressure : 0.1 MPa
Discharge Pressure : 0.9 MPa
Pump
Type : Positive Displacement Pump
MOC : SS 304/304L/316/316L for all metallic parts
Suction Pipe Size : Size shall be based on detailed engineering
Discharge Pipe Size : Size shall be based on detailed engineering
End Connections : Flanged (Raised Face) as per ASME B 16.5
Pump Controller Functions
(Minimum Requirements) : Emergency Start Pushbutton, Remote Start Terminal
Connection, Remote Pump Operating Contact, Pressure/Flow Switch Starting Contact, Low Foam Concentrate Level Alarm, Phase Failure / Phase Reversal Alarm
Drive
Type : 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/ IIB as per IS2148
Codes & Standards
Selection, Installation and Operation
: NFPA 20
Approvals
Listing : UL
Note: Rated Input, Rated Output, Speed in RPM, Vibration level should be provided by
Pump Supplier.
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per
Annexure – 2.
23
6.2.3 Inline Balance Pressure Foam Proportioner
General
Type : Inline Balance Pressure Foam Proportioner with Manual Bypass
Quantity : 5 nos.
MAWP : 1 MPa
MOC : SS 304/304L/316/316L
Flow Rate : 4460 lpm - Storage Dike
1040 lpm - Road Tanker Dike
360 lpm - Storage Tank
160 lpm – Road Tanker
130 lpm – Drain Tank Dike
Type Of Foam Concentrate : AFFF 3%
Approvals
Listing : UL
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per
Annexure – 2.
6.2.4 Foam - Water Sprinkler
General
Type : Foam - Water Sprinkler
Quantity : Fifty nos.
(Actual quantity shall vary based on detailed engineering).
Mounting Style : Pendant Type
Discharge Co-efficient, K : Not less than 42 lpm/bar½at 0.2 MPa
(K-Factor shall vary based on detailed engineering).
Fluid Medium : Foam - Water
MAWP : 1 MPa
End Connection : Threaded ½ ” NPT (Male)
Material of Construction
Body, Deflector, Agitator : Bronze/ Brass/ SS
Finish : Natural Bronze/ SS
Approvals
Listing : UL
24
6.2.5 Low Level Foam-Water Discharge Device
General
Type : Type II discharge device - Foam Maker and Pourer
Quantity* : Ten nos. for storage dike
Five nos. for road tanker dike
Flow Rate (lpm)* : 413 per pourer 185 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
Listing : UL
*Quantity and Flow rate shall vary based on detailed engineering
6.2.6 Foam Concentrate
General
Type : Aqueous Film Forming Foam Concentrate 3%
Quantity : 5000 Liters
Approvals
Listing : UL
25
6.3 Manual Valve - Triple Offset Butterfly Valve (TOBV)
General:
Nominal size :
As mentioned in table 6.3 Quantity (Nos.) :
Tag numbers :
Type : Triple Offset Butterfly Valve- Short type
Actuation : Manual - Gear Operated
Fluid medium : Water
Working temperature range : 300 K to 323 K
MAWP : 1 MPa
Permissible Leakage across Body and Seat
: Bubble-tight as per API 598
End connections : Flanged (Raised Face) As per ASME B 16.5
Pressure Rating Class : 150#
Material of Construction:
Body& Disc : ASTM A 216 Gr.WCB
Integral Seat (hard faced) : CoCr alloy Gr.21
Shaft : ASTM A479 Gr.410
Seat Seal : UNS 31803 + Graphite
Bearing : SS 316
Bolts & Nuts : A 193 Gr. B7 & A 194 Gr. 2H
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
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per
Annexure – 2.
26
Tests:
I. Material test certificates: The material test certificates, detailing the physical and
chemical properties of the principal pressure–bearing parts shall be provided.
II. Soundness test for castings: All the castings shall be subject to soundness test with radio-
graphic or ultra-sonic technique for flaw detection.
III. Hydraulic shell pressure test: The valve in partially open position shall be subjected to
pressure test with Water (with suitable corrosion inhibitor) at 1.5 times the maximum rated
working pressure of the particular pressure rating class of the valve. 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 to pressure
test with Water (with suitable corrosion inhibitor) at 1.1 times the maximum rated working
pressure of the particular pressure rating class of the valve. The test procedure and
acceptance criteria shall be as per API 598.
V. Cleaning: All the interior flow surfaces of the valve shall be cleaned and the ends shall be
blanked off by dust-tight plastic caps.
VI. Marking: All the valves are assigned tag numbers for identification. The tag number for
each valve, nominal size, pressure rating class, material of construction etc. shall be
legibly and indelibly engraved on the body of the valves.
VII. Painting: Two coats of epoxy primer and two coats of fire red shade shall be applied on
the valve body.
27
Table 6.3 - Triple Offset Butterfly Valve
Sl. No Tag No Size (DN) Quantity (Nos.) Medium
1. KVM 9121 DN 600 01 Water
2. KVM 9123 DN 350 02 Water
3. KVM 9130
4. KVM 9124
DN 250 05 Water
5. KVM 9126
6. KVM 9128
7. KVM 9131
8. KVM 9133
9. KVM 9136
DN 200 04
Water
10. KVM 9146 Foam - Water
11. KVM 9148 Foam - Water
12. KVM 9161 Foam - Water
13. KVM 9137
DN 150 03
Water
14. KVM 9139 Water
15. KVM 9141 Water
28
6.4 Manual Valve - Gate Valve
General:
Nominal size :
As mentioned in table 6.4 Quantity (Nos.) :
Tag numbers :
Fluid medium :
Type : Gate – Stem Rising
Actuation : Manual
Working temperature range : 300 K to 323 K
MAWP : 1 MPa
Permissible Leakage across Body and Seat
: Bubble-tight as per API 598
End connections : Flanged (Raised Face) As per ASME B 16.5
Pressure Rating Class : 150#
Material of Construction:
Body : ASTM A 216 Gr.WCB
Disc : ASTM A 217 Gr. CA15
Stem : ASTM A182 Gr. F6a
Body Seat Ring : ASTM A 105 + HF
Back Seat : 13% Cr, Balance Steel
Hand Wheel : Steel
Bolts & Nuts : A 193 Gr. B7 & A 194 Gr. 2H
Codes & Standards:
Design code : ASME B 16.34/ API 600
Face to Face Dimension : ASME B 16.10
Hydraulic Test - Shell & Seat : API 598
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per
Annexure – 2.
29
Tests:
I. Material test certificates: The material test certificates, detailing the physical and
chemical properties of the principal pressure–bearing parts shall be provided.
II. Soundness test for castings: All the castings shall be subject to soundness test with radio-
graphic or ultra-sonic technique for flaw detection.
III. Hydraulic shell pressure test: The valve in partially open position shall be subjected to
pressure test with Water (with suitable corrosion inhibitor) at 1.5 times the maximum rated
working pressure of the particular pressure rating class of the valve. 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 to pressure
test with Water (with suitable corrosion inhibitor) at 1.1 times the maximum rated working
pressure of the particular pressure rating class of the valve. The test procedure and
acceptance criteria shall be as per API 598.
V. Cleaning: All the interior flow surfaces of the valve shall be cleaned and the ends shall be
blanked off by dust-tight plastic caps.
VI. Marking: All the valves are assigned tag numbers for identification. The tag number for
each valve, nominal size, pressure rating class, material of construction etc. shall be
legibly and indelibly engraved on the body of the valves.
VII. Painting: Two coats of epoxy primer and two coats of fire red shade shall be applied on
the valve body.
Table 6.4- Gate Valve
Sl. No Tag No Size (DN) Quantity (Nos.) Medium
1. KVM 9169 DN 100 01 Foam - Water
2. KVM 9135
DN 65 06
Water
3. KVM 9151 Foam - Water
4. KVM 9153 Foam - Water
5. KVM 9155 Foam - Water
6. KVM 9157 Foam - Water
7. KVM 9159 Foam - Water
8. KVM 9163
DN 40 03
Foam - Water
9. KVM 9165 Foam - Water
10. KVM 9167 Foam - Water
30
6.5 Manual Valve - Ball Valve
General:
Nominal size :
As mentioned in table 6.5 Quantity (Nos.) :
Tag numbers :
Fluid medium :
Type : Ball
Style of Construction : • With full port (standard bore) and inline end connections
• Single piece construction
Actuation : Manually Operated
Working temperature range : 300 K to 323 K
MAWP : 1 MPa
Permissible Leakage across Body and Seat
: Bubble-tight as per API 598
Breather Hole : A breather hole shall be provided on any one side of the ball.
End connections : Threaded Ends NPT (F) as per ASME B 1.20.1
Pressure Rating Class : 150#
Material of Construction:
Body& End Piece :
Same as Volume I
Ball, Stem, Gland :
Body Seat :
Stem :
Body Primary Seal :
Body Secondary Seal :
Stem Primary Seal :
Stem Secondary Seal :
Lever :
Bolts & Nuts :
Codes & Standards:
Design Standard : API 6D
Testing Code : API 598
Tests: Test shall be performed as mentioned in Volume I
31
Table 6.5 - Ball Valve
Sl. No Tag No Size (DN) Quantity (Nos.) Fluid Medium Port Way Actuation
1. KVM 9142
DN 25 04
Water Two Way Manual
2. KVM 9147 Water Two Way Manual
3. KVM 9150 Foam - Water Two Way Manual
4. KVM 9162 Foam - Water Two Way Manual
5. KVM 9152
DN 15 09
Foam - Water Two Way Manual
6. KVM 9154 Foam - Water Two Way Manual
7. KVM 9156 Foam - Water Two Way Manual
8. KVM 9158 Foam - Water Two Way Manual
9. KVM 9160 Foam - Water Two Way Manual
10. KVM 9164 Foam - Water Two Way Manual
11. KVM 9166 Foam - Water Two Way Manual
12. KVM 9168 Foam - Water Two Way Manual
13. KVM 9170 Foam - Water Two Way Manual
32
6.6 Manual Valve –Needle Valve (3 Way 2 Port Manifold Valve)
General:
Nominal size : DN 15
Quantity (Nos.) : Thirteen
Tag numbers : KVM 9122,KVM 9122(a), KVM 9125, KVM 9127,
KVM 9129, KVM 9132,KVM 9134, KVM 9138,
KVM 9140,KVM 9143,KVM 9144,
KVM 9149, KVM 9149(a)
Fluid medium : Water
Port Way : 3 Way 2 Port Manifold Valve
Type : Needle
Working temperature range : 300 K to 323 K
MAWP : 1 MPa
Pressure Rating Class : 6000 psi
End connections : Threaded Ends NPT (F) as per ASME B 1.20.1
Style of Construction:
Body Pattern :
Same as Volume I
Stem :
Stem seal :
Bonnet :
Plug :
Seat :
Flow direction :
Port opening :
Material of Construction:
Body :
Same as Volume I Disc, Stem, Seat :
Gland Packing :
Bolts & Nuts :
Codes & Standards:
Design Standard :
Same as Volume I
Inspection and testing code :
Permissible leakage rate across body
:
Permissible leakage rate across seat
:
Tests: Test shall be performed as mentioned in Volume I
33
6.7 Pneumatically Actuated Ball Valves
The pneumatic actuated valve shall comprise valve, actuator, status switches and solenoid valve.
(Note: Solenoid valves shall be provided by department)
Valve:
Nominal size :
As mentioned in table 6.7 Quantity (Nos.) :
Tag numbers :
Fluid medium :
Type : Ball
Style of Construction :
• With full port (standard bore) and inline end connections
• Single piece construction for ball valves of size ≤ DN40
• 2-piece construction for ball valves of size ≥ DN50
Actuation : Pneumatically Operated
Working temperature range : 300 K to 323 K
MAWP : 1 MPa
Permissible Leakage across Body and Seat
: Bubble-tight as per API 598
End connections : Flanged (Raised Face) As per ASME B 16.5
Pressure Rating Class : 150#
Material of Construction:
Body : ASTM A 216 Gr.WCB
Other Specifications : Same as Volume I
Codes & Standards:
Design Standard : Same as Volume I
Testing Code :
Actuator:
Response time : Not less than 5 seconds
Other Specifications : Same as Volume I
Status Switch:
Specifications : Same as Volume I
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per Annexure –
2.
34
Note: Testing and other conditions shall be same as mentioned in Volume I
Table 6.7–Pneumatically Actuated Ball Valve
Sl. No Tag No Size (DN) Quantity (Nos.) Fluid Medium Normal Position
1. KVP 9121
DN 250 05
Water Normally Open
2. KVP 9122 Water Normally Open
3. KVP 9123 Water Normally Open
4. KVP 9124 Water Normally Open
5. KVP 9125 Water Normally Open
6. KVP 9129 DN 200 02
Water Normally Closed
7. KVP 9135 Foam - Water Normally Closed
8. KVP 9127 DN 150 02
Water Normally Open
9. KVP 9128 Water Normally Open
10. KVP 9139 DN 100 01 Foam - Water Normally Closed
11. KVP 9126
DN 65 06
Water Normally Open
12. KVP 9130 Foam - Water Normally Closed
13. KVP 9131 Foam - Water Normally Closed
14. KVP 9132 Foam - Water Normally Closed
15. KVP 9133 Foam - Water Normally Closed
16. KVP 9134 Foam - Water Normally Closed
17. KVP 9136
DN 40 03
Foam - Water Normally Closed
18. KVM 9137 Foam - Water Normally Closed
19. KVM 9138 Foam - Water Normally Closed
35
6.8 Landing Valves
General:
Type : Type A - Single outlet conforming to IS 5290
Quantity (Nos.) : Ten
Tag numbers : FWH 1 to FWH 10
Fluid medium : Water
Working temperature range : 300 K to 323 K
MAWP : 1 MPa
Permissible Leakage across Body and Seat
: Zero Leakage
End connections : Flanged as per ASME B 16.5
Pressure Rating Class : 150#
Material of Construction:
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 or Leather conforming to IS 518
Gland Packing : Asbestos conforming to IS 4687
Instantaneous Female Outlet : 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
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per
Annexure – 2.
36
Tests:
I. Material test certificates: The material test certificates, detailing the physical and
chemical properties of the principal pressure–bearing parts shall be provided.
II. Water tightness test for valve: The stop valve shall be fully closed by screwing down the
spindle. A hydrostatic pressure of 1.4MPa shall then be applied to each valve 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 a hydrostatic
pressure of 2.1MPa with the valve open and outlet closed for a period of 2½ minutes.
When so tested, it shall not fail or show any leakage either through the valve body or
through the gland of the spindle.
IV. Cleaning: All the interior flow surfaces of the valve shall be cleaned and the ends shall be
blanked off by dust-tight plastic caps.
V. Finishing: All parts shall be of good finish, clear of burrs and sharp edges. The outside of
instantaneous outlet shall be highly polished.
VI. Marking : All the landing valves are assigned with tag numbers for identification. On the
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 legibly and
indelibly engraved.
VII. Painting: Two coats of epoxy primer and two coats of fire red shade shall be applied on
the valve top. The hand wheel shall be painted black.
37
6.9 Filter - Y Type
General
Size : DN 350 DN 200
Quantity : Two nos. Two nos.
Tag Numbers : KST 9121 KST 9122 KST 9123 KST 9124
Flow rate (lpm) : 14,540 10,168 4,139 4,358
Fineness of Filtration : ≤ 500 µ (absolute)
Fluid Medium : Water
Working Temperature Range : 300 K to 323 K
MAWP : 1 MPa (g)
Permissible Pressure Drop : 0.05 MPa at clean condition
Permissible leakage rate across the body (external)
: No leakage
Diameter and length of filter element cartridge
: To be specified by the contractor in the GA drawing with the relevant calculations for filtration area and pressure drop.
End connection : Flanged Raised Face as per ANSI B 16.5
Pressure Rating Class : 150#
Style of Construction
Body : Y - Type with access to replace the filter element cartridge without removing the filter body.
Filter Element : Wire mesh type, supported on perforated cartridge.
Material of Construction
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
Essential Spares:
One set of essential spare parts for individual units shall be specified and supplied as per Annexure – 2.
38
Tests:
I. Material test certificates: The material test certificates, detailing the physical and
chemical properties of the principal pressure–bearing parts shall be provided.
II. Soundness test for castings: All the castings shall be subject to soundness test with radio-
graphic or ultra-sonic technique for flaw detection.
III. Hydraulic shell pressure test: The filter upon final assembly shall be subjected to
pressure test with Water (with suitable corrosion inhibitor) at 1.5 times the maximum
allowable working pressure.
IV. Degree of filtration test: Filter element cartridge shall be subjected to “micron rating” test
by bubble point method as per ARP 901 standard. Sample mesh shall be subjected to
microscopic examination to evaluate minimum and maximum pore size of the filter
element in Govt. approved laboratory.
V. Cleaning: All the interior flow surfaces of the filter shall be cleaned and the ends shall be
blanked off by dust-tight plastic caps.
VI. Marking : All the filters are assigned tag numbers for identification. The tag number for
each filter, nominal size, MAWP, fineness of filtration (absolute) etc, shall be legibly and
indelibly engraved on the body of the filters.
VII. Painting: Two coats of epoxy primer and two coats of fire red shade shall be applied on
the filter body.
39
6.10 Water Spray Nozzles
General
Type : Medium Velocity Water Spray Nozzles
Quantity : Four Hundred nos.
(Actual quantity shall vary based on detailed engineering).
Mounting Style : Pendant Type
Discharge Co-efficient, K : Not less than 26 lpm/bar½at 0.8 MPa
(K-Factor shall vary based on detailed engineering).
Spray Angle : 110o
Fluid Medium : Water
MAWP : 1 MPa
End Connection : Threaded ½ ” NPT (Male)
Material of Construction
Body : Bronze/ Brass/ Copper
Deflector : Bronze/ Brass / Copper
Finish : Chrome Plated
Approvals
Listing : UL
40
6.11 Sprinklers
General
Type : Bulb Type Sprinklers
Quantity : Two Hundred nos.
(Actual quantity shall vary based on detailed engineering).
Mounting Style : Pendant Type
Discharge Co-efficient, K : Not less than 70 lpm/bar½at 0.14 MPa
Coverage : Standard Coverage
Temperature Rating of Bulb : 68oC ± 3 oC
Temperature Response : Standard Response - 5 mm Glass Bulb
Service Medium : Water
MAWP : 1 MPa
End Connection : Threaded ½ ” NPT (Male)
Material of Construction
Body : Bronze/ Brass/ Copper
Deflector : Bronze/ Brass / Copper
Finish : Chrome Plated
Approvals
Listing : UL
41
6.12 Pressure Gauges
General
Type : Bourdon Type Gauge
Quantity : Eleven nos.
Tag Number : KPL 9122, KPL 9125, KPL 9127, KPL 9129,
KPL 9132,KPL 9134, KPL 9138, KPL 9140,
KPL 9143, KPL 9144, KPL 9149,
Measuring Range : 0 – 2 MPa
Service Medium : Water
Working Temperature Range : 300 K to 323 K
Other Specifications : Same as Volume I
Tests: Test shall be performed as mentioned in Volume I
42
6.13 Pipes
Type Seamless pipes Welded Pipes
Material
ASTM A 53 Gr.B/ ASTM A 106 Gr.B/ API 5L Gr.B
ASTM A 53 Gr.B/ ASTM A 135 Gr.B/ ASTM A 139 Gr.B/ API 5L Gr.B
Nominal pipe size & Schedule
DN 15 to DN 200; Schedule 10 for ≥ DN 65 Schedule 40 for ≤ DN 40
DN 250 to DN 600; Schedule 10
As per P&IDs and Table 6.13
Length & Size Based on the equipment layout and P&ID, contractor shall prepare isometric drawings and estimate the actual quantity.
(Approximate length is given in Table 6.14)
Dimensional standard ASME B 36.10M
Table: 6.13 - Pipes
Sl.No Pipe Size Schedule Number Pipe Type Quantity (m)
1. DN 600 10
Welded
25
2. DN 350 10 50
3. DN 250 10 300
4. DN 200 10
Seamless
400
5. DN 150 10 600
6. DN 100 10 200
7. DN 80 10 50
8. DN 65 10 120
9. DN 40 40 100
10. DN 20 40 200
11. DN 15 40 200
43
Tests
1. Visual examination: All pipes shall be visually examined for workmen-like finish against any scratches, dents 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 detailed chemical analysis as per ASTM A 751.
4. Mechanical tests: One specimen from each heat lot shall be subject to tests for mechanical properties as ASTM A 370.
5. Hydraulic pressure test: All pipes shall be hydraulically pressure-tested with Water as per ASTM A 530.
6. 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 to flattening test as per ASTM A 530 in 2 steps to prove ductility and soundness.
7. Bend test: For pipe DN 50 and under, a sufficient length of pipe shall be bent cold through 90° around a cylindrical mandrel, the diameter of which is twelve times the outside diameter (as shown in ASME B 36.10M) of the pipe, without developing cracks.
8. Cleanliness: The ends shall be blanked off by dust-tight plastic caps.
9. Marking : The pipes shall be marked as per ASTM A 700
10. Inspection : All the pipes should be inspected as per Section 4.7
44
6.14 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
actual quantity.
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 6.14.1 to 6.14.7 )
Material for fittings � Butt welded fittings: ASTM A 234 WPB
� Socket welded fittings: ASTM A 105
� Flanges: ASTM A 105
Standard for
dimensions
� Butt welded fittings: ASME B 16.9
� Socket welded fittings: ASME B 16.11
� Flanges: ASME B 16.5
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 scratches, dents, surface irregularities, etc.
2. Dimensional check: All pipe fittings and flanges shall be checked for dimensions as per the standard.
3. Chemical analysis: One specimen from each heat lot shall be subjected to detailed chemical analysis as per ASTM A 751.
4. Mechanical tests: One specimen from each heat lot shall be subjected to mechanical test to verify mechanical properties as per ASTM A 370.
5. Marking: The nominal size, pressure rating class, material, heat number, manufacturer’s name, etc shall be indelibly marked on the pipe fittings and flanges
45
Table: 6.14.1 - Fittings - 90o Elbow
Size (mm) Pressure
Rating Class/ Schedule
Material Dimension Standard
End Connection
Quantity in Nos.
350 10 ASTM A 234 WPB
Welded ASME B16.9
Butt Weld
16
250 10 ASTM A 234 WPB
Welded ASME B16.9 35
200 10 ASTM A 234 WPB
Seamless ASME B16.9 20
150 10 ASTM A 234 WPB
Seamless ASME B16.9 12
100 10 ASTM A 234 WPB
Seamless ASME B16.9 22
80 10 ASTM A 234 WPB
Seamless ASME B16.9 10
65 3000# ASTM A 105 ASME B16.11
Socket Weld
10
40 3000# ASTM A 105 ASME B16.11 5
20 3000# ASTM A 105 ASME B16.11 25
15 3000# ASTM A 105 ASME B16.11 25
Table: 6.14.2 - Fittings - Eccentric Reducers
Size (mm) Pressure
Rating Class/ Schedule
Material Standard End
Connection Quantity in Nos.
350 x 250 10 ASTM A 234 WPB
Welded ASME B16.9
Butt Weld
5
350 x 200 10 ASTM A 234 WPB
Welded ASME B16.9 2
350 x 150 10 ASTM A 234 WPB
Welded ASME B16.9 2
200 x 150 10 ASTM A 234 WPB
Seamless ASME B16.9 2
200 x 100 10 ASTM A 234 WPB
Seamless ASME B16.9 5
150 x 100 10 ASTM A 234 WPB
Seamless ASME B16.9 3
150 x 65 10 ASTM A 234 WPB
Seamless ASME B16.9 3
100 x 40 10 ASTM A 234 WPB
Seamless ASME B16.9 5
46
Table: 6.14.3 - Fittings - Equal Tee
Size (mm) Pressure
Rating Class/ Schedule
Material Standard End
Connection Quantity in Nos.
600 10 ASTM A 234 WPB
Welded ASME B16.9
Butt Weld
1
350 10 ASTM A 234 WPB
Welded ASME B16.9 2
250 10 ASTM A 234 WPB
Welded ASME B16.9 15
200 10 ASTM A 234 WPB
Seamless ASME B16.9 6
150 10 ASTM A 234 WPB
Seamless ASME B16.9 10
100 10 ASTM A 234 WPB
Seamless ASME B16.9 10
80 10 ASTM A 234 WPB
Seamless ASME B16.9 5
65 3000# ASTM A 105 ASME B16.11
Socket Weld
6
40 3000# ASTM A 105 ASME B16.11 8
20 3000# ASTM A 105 ASME B16.11 100
15 3000# ASTM A 105 ASME B16.11 100
Table: 6.14.4 - Fittings - Un-Equal Tee
Size (mm) Pressure
Rating Class/ Schedule
Material Standard End
Connection Quantity in Nos.
350 x 250 10 ASTM A 234 WPB
Welded ASME B16.9
Butt Weld
4
350 x 200 10 ASTM A 234 WPB
Welded ASME B16.9 3
250 x 100 10 ASTM A 234 WPB
Welded ASME B16.9 10
200 x 150 10 ASTM A 234 WPB
Seamless ASME B16.9 6
200 x 100 10 ASTM A 234 WPB
Seamless ASME B16.9 10
150 x 80 10 ASTM A 234 WPB
Seamless ASME B16.9 10
150 x 65 10 ASTM A 234 WPB
Seamless ASME B16.9 3
100 x 40 10 ASTM A 234 WPB
Seamless ASME B16.9 5
47
Table: 6.14.5 - Fittings - End Cap
Size (mm) Pressure
Rating Class/ Schedule
Material Standard End
Connection Quantity in Nos.
350 10 ASTM A 234 WPB
Welded ASME B16.9
Butt Weld
2
200 10 ASTM A 234 WPB
Seamless ASME B16.9 2
100 10 ASTM A 234 WPB
Seamless ASME B16.9 20
65 3000# ASTM A 105 ASME B16.11
Socket Weld
10
40 3000# ASTM A 105 ASME B16.11 10
20 3000# ASTM A 105 ASME B16.11 20
15 3000# ASTM A 105 ASME B16.11 20
Table: 6.14.6 - Fittings - Coupling and Half Coupling
Size (mm) Pressure Rating Class
Material Standard End Connection
Quantity in Nos.
Coupling - DN 20 3000 # ASTM A 105 ASME B16.11 Socket Weld
50
Coupling - DN 15 3000 # ASTM A 105 ASME B16.11 50
Coupling - DN 15 3000 # ASTM A 105 ASME B16.11 NPTF 50
Half Coupling - DN 20 3000 # ASTM A 105 ASME B16.11 NPTF
100
Half Coupling - DN 15 3000 # ASTM A 105 ASME B16.11 500
48
Table: 6.14.7 - Flanges - SORF
Size (mm) Pressure Rating Class
Material Standard Flange Type
Quantity in Nos.
600 150# ASTM A 105 ASME B16.5
SORF
8
350 150# ASTM A 105 ASME B16.5 16
250 150# ASTM A 105 ASME B16.5 40
200 150# ASTM A 105 ASME B16.5 20
150 150# ASTM A 105 ASME B16.5 20
100 150# ASTM A 105 ASME B16.5 20
80 150# ASTM A 105 ASME B16.5 30
65 150# ASTM A 105 ASME B16.5 10
40 150# ASTM A 105 ASME B16.5 10
49
7 SAFETY, QUALITY CONTROL AND INSPECTION
7.1 SAFETY
The conditions for safety shall be similar to that of Volume I of this document.
7.2 QUALITY CONTROL
The overall tentative quality assurance plans are given in Annexure-5. The detailed
QAP for individual subsystem is to be prepared by the Contractor during Detailed
Engineering.
Material Selection & Standards
The steel structures shall be fabricated using standard rolled steel sections such as
channels, I-beams, angles, plates and rods. Wherever the structural members are
subjected to heavy loads and dimensional stability is required, the structures shall be
stress-relieved.
The following standards are used for component design, material selection and
fabrication. However, the equivalent standards/ codes in force in the country of the
manufacturer are also acceptable at the discretion of the Department.
50
Sl No. Description Standard/ Code
1. Deluge Valve Manufacturer’s standard& UL/ FM Approval
2. Foam Concentrate Tank ASME Section VIII Division 1
3. Inline Balanced Pressure Foam Proportioning System
NFPA 11/ NFPA 16/ NFPA 20/ UL Listing
4. Triple Offset Butterfly Valve API 609/ ASME B16.34/ API 598
5. Butterfly Valve API 609/ EN 593/ API 598
6. Gate Valve API 600/ ASME B16.34
7. Ball valves API 6D/ API 598
8. Needle Valve ASME B16.34/ API 6D/ API 598/ BS EN ISO 15761/ BS EN 12266
9. EP Valves Manufacturer’s standard
10. Landing Valve IS 5290
11. Filters Manufacturer’s standard
12. Pressure gauges IS 3624
13. Sprinklers Manufacturer’s standard/ UL Listing
14. Water spray nozzles Manufacturer’s standard/ UL Listing
15. CS pipes ASME B36.10/ ASTM A53 Gr.B/ A106 Gr.B/ A135 Gr.B/ A53 Gr.B/ API 5L Gr.B
16. Butt welded fittings ASME B16.9/ ASTM A234 WPB
17. Socket welded/ threaded fittings
ASME B16.11/ ASTM A105
18. Flanges ASME B16.5/ ASTM A105
19. Bolts, Nuts and Washers ASTM A 193 Gr.B7, A 194 Gr.2H
20. CAF Gaskets IS 2712 Gr.W3/ ASME B16.21
21. Coating & Wrapping Material IS 9912/ IS 10221/ IS 15337
22. Hydraulic pressure test of pipelines
ASTM A 530
23. Pickling & passivation ASTM A 380
24. NDT ASME Section V
25. Welding ASME Section IX, AWS
26. Radiography ASTM E 94
7.3 SCOPE OF INSPECTION
Scope of inspection shall be similar to that of Volume I of this document.
51
8 PHASES OF WORK
The overall scope of work is divided into 5 as defined in Volume I of this document.
9 DOCUMENTATION
Scope of documentation requirements is similar to that of Volume I of this document.
10 INSTRUCTIONS TO BIDDERS
Instruction to bidders is similar to that of Volume I of this document.
11 PRICES AND PAYMENT TERMS
Prices and payment terms are similar to that of Volume I of this document.
12 EXECUTION SCHEDULE Execution schedule is similar to that of Volume I of this document.
13 WARRANTY
Warranty terms are similar to that of Volume I of this document.
14 GENERAL CONDITIONS
General conditions are similar to that of Volume I of this document.
52
Annexure-1
MEMORANDUM OF UNDERTAKING
Memorandum of undertaking shall be similar to that of Volume I of this document.
53
Annexure-2
15 List of Essential Spares (One Set of Essential Spare Parts for Individual Units)
Sl. No Name of the Item Size Name of Essential Spares (To be Specified by Contractor)
Quantity
1 Deluge Valve DN 350 2 Sets
DN 200 1 Set
2 Foam Skid Suitable Size
1 Set
3
Triple Offset Butterfly Valve
DN 600 1 Set
DN 350 2 Sets
DN 250 5 Sets
DN 200 4 Sets
DN 150 3 Sets
4
Gate Valve
DN 100 1 Set
DN 65 6 Sets
DN 40 3 Sets
5
Pneumatically Actuated Ball Valves
DN 250 5 Sets
DN 200 2 Sets
DN 150 2 Sets
DN 100 1 Set
DN 65 6 Sets
DN 40 3 Sets
6 Landing Valve DN 80 10 Sets
7 Filters – Y type DN 350 2 Sets
DN 200 2 Sets
54
Annexure-3
16 VENDOR LIST
16.1. Foam Skid
1. Tyco Fire Protection Products Tyco Centre Of Excellence, C-602, RMZ Centennial, Kundalahalli Main Road, Whitefield, Bangalore - 560048 Tel: +91-80-4052 7063, Fax: +91-80-4052 7200
2. Viking Corporation, Bangalore # 2, 1st Floor, 33rd Main Ashtalakshmi Layout, Behind Inchara Hotel,JP Nagar 6th Phase, Bangalore-560078 Phone:+(91)-9886177078 Website: www.vikingcorp.com
3. HD Fire Protect Ltd C-3/6, Nandanvan Industrial Estate, LBS Marg,Thane - 400604, India Phone: +(91) 22 25826958, 25826793, Fax : +(91) 22 25812524, 67969049 Email : [email protected]
4. Fire Safety Devices Pvt. Ltd. B-4, Second Floor, Rama Palace Commercial Complex Sector 20 B, Near Ajronda Modh, Faridabad - 121 007 (Haryana) India Phone: +91-129-2288196/7/8,Fax: +91-129-2288700 E-mail: [email protected], Website: www.fcfsd.com
16.2. Deluge Valve
1. Darling Muesco (India) Pvt. Ltd. Plot No. 97 A, Phase-1 G.I.D.C. Vatva, Ahmedabad - 382 445, Gujarat (India) Phone: +91 79 2583 2578, +91 79 2589 3791 & 92, Fax: +91 79 2583 4392 Email: [email protected]
2. HD Fire Protect Ltd C-3/6, Nandanvan Industrial Estate,LBS Marg, Thane - 400604, India Phone: +(91) 22 25826958, 25826793, Fax : +(91) 22 25812524, 67969049 Email : [email protected]
3. M/s. Tyco Fire Protection Products Tyco Centre Of Excellence, C-602, RMZ Centennial, Kundalahalli Main Road, Whitefield, Bangalore - 560048 Tel: +91-80-4052 7063, Fax: +91-80-4052 7200
4. M/s. Viking Corporation, Bangalore # 2, 1st Floor, 33rd Main Ashtalakshmi Layout, Behind Inchara Hotel,JP Nagar 6th Phase, Bangalore-560078 Phone:+(91)-9886177078 Website: www.vikingcorp.com
55
16.3, 16.4: Ball valves (Manual & EP operated)
Vendor list shall be similar to that of Volume I of this document.
16.5, 16.6: Triple Offset Butterfly Valve
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: 08220746444 Email: [email protected]; Website: www.velan.com
2. L&T Valves Ltd, Mount Poonamallee Road, Post Bag 976, Manappakkam, Chennai-600089, Tamil Nadu State, India. Phone: 044 22498265, 22498268; Fax: 044 22492764 Email: [email protected], [email protected] Website: www.lntvalves.com
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, 22323112 Email: [email protected];
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, 22430939 Fax: 044-22433402 Email: [email protected]
Weir BDK Valves, A Unit of Weir India Pvt Ltd, 47/48, Gokul Road, Hubli 580030, Karnataka State, India. Phone: 0836-4248222 Fax: 0836-4248484 Email: [email protected] Website: www.weirgroup.com
5. Xomox Sanmar Ltd - Pacific Valves Division, 89/2, Vadugapatti Village, Viralimalai 621316, Pudukottai District, Tamil Nadu State, India. Phone: 0091 4339 220252, Fax: 0091 4339 220371 Email: [email protected] Website: www.sanmargroup.com
56
16.7: Gate Valve
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: 08220746444 Email: [email protected]; Website: www.velan.com
2. Ampo Valves India Pvt Ltd, S.F. No. 420, 6th Cross, Thaneer Pandal, V.K. Road, Peelamedu, Coimbatore-641004, Tamil Nadu State, India. Phone: 0422-4640900; Mobile: 09003802498, 9003802498, 7708027722 Fax: 0422-4640999; Email: [email protected], [email protected], [email protected]; Website: www.ampo.com
3. L&T Valves Ltd, Mount Poonamallee Road, Post Bag 976, Manappakkam, Chennai-600089, Tamil Nadu State, India. Phone: 044 22498265, 22498268; Fax: 044 22492764 Email: [email protected], [email protected] Website: www.lntvalves.com
4. 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, 22323112 Email: [email protected];
5. 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, 22430939 Fax: 044-22433402 Email: [email protected]
Weir BDK Valves, A Unit of Weir India Pvt Ltd, 47/48, Gokul Road, Hubli 580030, Karnataka State, India. Phone: 0836-4248222 Fax: 0836-4248484 Email: [email protected] Website: www.weirgroup.com
6. Xomox Sanmar Ltd - Pacific Valves Division, 89/2, Vadugapatti Village, Viralimalai 621316, Pudukottai District,Tamil Nadu State, India. Phone: 0091 4339 220252,Fax: 0091 4339 220371 Email: [email protected]: www.sanmargroup.com
7. Fouress Engineering (India) Ltd, Plot No. 2, Phase II, Peenya Industrial Area, Bengaluru 560058,Karnataka State, India. Phone: 0091 80 8395734, 8395494, Fax: 0091 80 8395176
8. Intervalve (India) Ltd, 212/2, Hadapsar, Off Soli Poonawala Road, Pune 411028,Maharashtra State, India. Phone: 0091 20 6993900, 6993904, Fax: 0091 20 6993921 Email: [email protected], Website: www.poonawalagroup.com
57
16.8: Needle Valves
Vendor list shall be similar to that of Volume I of this document.
16.9:Landing Valves
1. New Age Fire Protection Industries, 4, Champaklal Udyog Bhavan, Sion East, Mumbai-400022. Phone: 022- 2407 7421 / 4351 1500, Fax: 022-24074229 / 2407 Email: [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: 25002253 Email: [email protected], Website: www.zenithfire.com Contact person: Dipesh C. Shah
3. Eversafe Protection 234, Blue Rose Ind. Estate, Near C.C.I., W.E. Highway,Borivali (E), Mumbai - 400 066 Phone : +91-22-2854 0715, Fax : +91-22-2854 1863 Email : [email protected]
4. Chandrakant & Co, 89, New Unique Industrial Estate, 2nd Floor, Dr. R.P. Road, Mulund (West), P.O. Box – 7774,Mumbai 400080 Phone: 022-25618502, Fax: 022-25645092 Email: [email protected], Website: www.queenfire.net
5. Rohit Fire & Safety Equipments, 6-6-35/1, Near Petrol Pump, Kavadiguda, Secunderabad – Telangana – 500 080 Phone: 040 27535096, Mobile: 9440894392/9440407747, Fax: 040-27535469 Email: [email protected] Contact person: T.V. Shivakumar
6. Safex Fire Services, No. 17, Ormes Road, Kilpauk, Chennai – 600 010 Phone: 044-26411855, Mobile: 9840070298, Fax: 044-26427580 Email: [email protected], Website: www.safexfire.com Contact person: pradip paul
7. Usha Fire Safety Equipments (P) Ltd, Plot No. 180/10a, Lake Area, Uttangudi Post, Near Meenakshi Hospital, Madurai 625 107 Phone: 0452-4219125, Mobile: 9894367510, Fax: 0452-4219124. Email: [email protected], Website: www.ushafire.com Contact person: A. Padmavathy
8. Ghosh Engineering Industries
46B/1, Reshi Bankim Sarani, P.O. Serampore, DIST. Hooghly,
W.B. - 712201
Mobile: 09433734355
58
16.10: Filters
Vendor list shall be similar to that of Volume I of this document.
16.11& 16.12Water Spray Nozzles, Sprinklers
1. HD Fire Protect Ltd C-3/6, Nandanvan Industrial Estate, LBS Marg, Thane - 400604, India Phone: +(91) 22 25826958, 25826793 Fax : +(91) 22 25812524, 67969049 Email : [email protected]
2. Tyco Fire Protection Products Tyco Centre Of Excellence, C-602, RMZ Centennial, Kundalahalli Main Road, Whitefield, Bangalore - 560048 Tel: +91-80-4052 7063 Fax: +91-80-4052 7200
3. Viking Corporation, Bangalore # 2, 1st Floor, 33rd Main Ashtalakshmi Layout, Behind Inchara Hotel, JP Nagar 6th Phase, Bangalore-560078 Phone:+(91)-9886177078 Website: www.vikingcorp.com
4. New Age Fire Protection Industries, 4, Champaklal Udyog Bhavan, Sion East, Mumbai-400022. Phone: 022- 2407 7421 / 4351 1500, Fax: 022-24074229 / 2407 Email: [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, Opp Shreyas, LBS Marg, Ghatkopar (W), Mumbai-400086
59
16.13: Pressure Gauge
Vendor list shall be similar to that of Volume I of this document.
16.14: Pipes
Vendor list shall be similar to that of Volume I of this document.
16.15: Pipe Fittings
Vendor list shall be similar to that of Volume I of this document.
16.16: Studs & U-Bolt Clamps
Vendor list shall be similar to that of Volume I of this document.
16.17: Gaskets
Vendor list shall be similar to that of Volume I of this document.
63
Annexure –5
Table: 1 - QUALITY ASSURANCE PLAN FOR DELUGE VALVES
Sl.No.
Test
Object
tested
Characteristic
sought for
Sam
ple
size
Test
procedure
Acceptance
criterion
Form of
record
Pre-Delivery Inspection (PDI)
Test
performed
by
Test
witnessed
by
Record
reviewed
by
1.
M
ater
ial t
est
Spe
cim
en
from
raw
m
ater
ials
Che
mic
al
com
posi
tion
and
phys
ical
pr
oper
ties
1 pe
r he
at lo
t R
elev
ant
stan
dard
R
elev
ant
mat
eria
l sp
ecifi
catio
n
Mat
eria
l ce
rtifi
cate
V
endo
r or
T
hird
par
ty
labo
rato
ry
- V
endo
r,
TP
IA,
Pur
chas
er
2.
S
ound
ness
te
st fo
r ca
stin
gs
(whe
reve
r ap
plic
able
)
Cas
tings
A
bsen
ce o
f de
fect
s 10
0 %
R
adio
grap
hic
test
R
elev
ant
stan
dard
T
est
cert
ifica
te
Ven
dor
- T
PIA
, P
urch
aser
3.
D
imen
sion
al
chec
k V
alve
D
imen
sion
s 10
0 %
M
etro
logy
R
elev
ant
stan
dard
/ P
urch
aser
-ap
prov
ed
draw
ing
Tes
t re
port
V
endo
r -
TP
IA,
Pur
chas
er
4.
H
ydra
ulic
sh
ell
pres
sure
te
st
Val
ve in
pa
rtia
lly
open
po
sitio
n
Str
uctu
ral
inte
grity
und
er
stre
ss
100
%
1.5
times
m
axim
um
rate
d w
orki
ng
pres
sure
AP
I 598
T
est
cert
ifica
te
Ven
dor
TP
IA
Pur
chas
er
5.
H
ydra
ulic
se
at
pres
sure
te
st
Val
ve in
cl
osed
po
sitio
n
Str
uctu
ral
inte
grity
of s
eat
unde
r st
ress
100
%
1.1
times
m
axim
um
rate
d w
orki
ng
pres
sure
AP
I 598
T
est
cert
ifica
te
Ven
dor
TP
IA
Pur
chas
er
6.
R
evie
w o
f F
inal
D
ocum
ents
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
App
rove
d D
raw
ings
or
spec
she
et
or D
ata
shee
t
Tes
t C
ertif
icat
e V
endo
r -
TP
IA,
Pur
chas
er
64
Table: 2 - TENTATIVE QUALITY ASSURANCE PLAN FOR FOAM CONCENTRATE TANK
Sl.
No.
CO
MP
ON
EN
T/
OP
ER
AT
ION
C
HA
RA
CT
ER
IST
ICS
TY
PE
OF
INS
PE
CT
ION
/
CH
EC
K
RE
FE
RE
NC
E
DO
C/
AC
CE
PT
AN
CE
ST
D
RE
CO
RD
INS
PE
CT
ION
AU
TH
OR
ITY
MANUFACTURER
TPI
DEPARTMENT
1 R
evie
w &
App
rova
l of
Des
ign
calc
ulat
ions
and
dr
awin
gs
Des
ign
& D
raw
ings
R
evie
w a
nd a
ppro
val
AS
ME
SE
C.V
III
DIV
.1
Des
ign
calc
ulat
ions
&
Fab
ricat
ion
Dra
win
gs
QA
R
&
A
R &
A
2 R
aw M
ater
ials
In
spec
tion
Mat
eria
l pro
pert
ies
MT
C o
f pla
tes
AS
ME
SE
C.II
Par
t A &
C
Mat
eria
l Tes
t C
ertif
icat
es
QA
R
R
UT
of p
late
s
AS
ME
SE
C.V
U
T, I
GC
Rep
orts
Q
A
R
R
3 M
ater
ial
Iden
tific
atio
n M
ater
ial I
dent
ifica
tion
w.r
.t M
TC
M
ater
ial
Iden
tific
atio
n
App
rove
d D
raw
ings
M
ater
ial
Iden
tific
atio
n R
epor
t Q
A
W
R
4 M
achi
ning
of a
ll th
e co
mpo
nent
s
Mac
hini
ng o
f Com
pone
nts,
su
b as
sem
blie
s, a
nd
asse
mbl
y
Dim
ensi
onal
D
raw
ings
In
spec
tion
Rep
ort
QA
R
R
5 W
PQ
R G
ener
atio
n W
PQ
R
- A
SM
E S
EC
.IX
Rep
ort
QA
R
R
6 W
elde
r Q
ualif
icat
ion
Iden
tific
atio
n of
Wel
ders
-
AS
ME
SE
C.IX
R
epor
t Q
A
W
R
65
Table: 2 - TENTATIVE QUALITY ASSURANCE PLAN FOR FOAM CONCENTRATE TANK
Sl.
No.
CO
MP
ON
EN
T/
OP
ER
AT
ION
C
HA
RA
CT
ER
IST
ICS
TY
PE
OF
INS
PE
CT
ION
/
CH
EC
K
RE
FE
RE
NC
E
DO
C/
AC
CE
PT
AN
CE
ST
D
RE
CO
RD
INS
PE
CT
ION
AU
TH
OR
ITY
MANUFACTURER
TPI
DEPARTMENT
7 V
esse
l
Fab
ricat
ion
a. W
eldi
ng o
f d
iffer
ent
size
pla
tes
to g
et
requ
ired
size
● D
imen
sion
al
● W
eld
set
up
● D
P T
est a
fter
root
run
, ba
ck g
ougi
ng a
nd fi
nal
runs
& R
T
Dra
win
g
Dra
win
g
AS
ME
SE
C V
III D
IV.I
Insp
ectio
n R
epor
t
Wel
d se
t up
repo
rt
D P
Tes
t &
X-R
ay
repo
rt
Insp
ectio
n R
epor
t
QA
QA
QA
QA
R
W
R R
R
R
R R
b. S
hell
rolli
ng
Dim
ensi
onal
D
raw
ing
Insp
ectio
n R
epor
t Q
A
R
R
c. L
ong
seam
join
ts
• W
eld
set u
p
• D
P T
est
afte
r ro
ot
run,
bac
k go
ugin
g an
d fin
al r
uns
& R
T
Dra
win
g
AS
ME
SE
C V
III D
IV.I
& A
SM
E S
EC
.V
Wel
d S
et U
p R
epor
t
DP
Tes
t Rep
ort &
X
-Ray
QA
QA
W
R
R
R
d. R
T o
f all
butt
wel
d jo
ints
. D
P T
est
afte
r ro
ot r
un,
back
gou
ging
and
fina
l ru
ns &
RT
AS
ME
SE
C V
III D
IV.I
& A
SM
E S
EC
.V
RT
Tes
t Rep
ort
QA
R
R
66
Table: 2 - TENTATIVE QUALITY ASSURANCE PLAN FOR FOAM CONCENTRATE TANK
Sl.
No.
CO
MP
ON
EN
T/
OP
ER
AT
ION
C
HA
RA
CT
ER
IST
ICS
TY
PE
OF
INS
PE
CT
ION
/
CH
EC
K
RE
FE
RE
NC
E
DO
C/
AC
CE
PT
AN
CE
ST
D
RE
CO
RD
INS
PE
CT
ION
AU
TH
OR
ITY
MANUFACTURER
TPI
DEPARTMENT
8
Por
ts o
peni
ng a
nd
Noz
zle
wel
ding
w
ith S
hell
& d
ishe
d en
ds
a. F
lang
e an
d pi
pe
wel
ding
D
imen
sion
al,
R
T &
DP
test
D
raw
ing
AS
ME
SE
C V
III D
IV.I
& A
SM
E S
EC
.V
Insp
ectio
n R
epor
t D
P /X
-Ray
Q
A
R
R
b. M
arki
ng a
nd o
peni
ng
of p
orts
& w
eld
setu
p D
imen
sion
al
Dra
win
g
Insp
ectio
n R
epor
t Q
A
W
R
c. W
eldi
ng o
f all
port
s w
ith v
esse
l D
P T
est s
hall
be c
arrie
d ou
t aft
er r
oot r
un a
nd
afte
r fin
al r
uns
AS
ME
SE
C V
III D
IV.I
& A
SM
E S
EC
.V
Insp
ectio
n R
epor
t
QA
R
R
9
For
mat
ion
of
Dis
hed
End
s D
imen
sion
al/In
case
of
Join
t D
imen
sion
al &
RT
D
raw
ings
AS
ME
SE
C V
III D
IV.I
AS
ME
SE
C.V
Insp
ectio
n R
epor
t
QA
QA
W R
R R
10
Wel
ding
of d
ishe
d en
ds w
ith s
hell
a. F
it-up
b.
Wel
ding
R
T
As
per
the
proc
edur
e In
spec
tion
Rep
ort
QA
R
R
67
Table: 2 - TENTATIVE QUALITY ASSURANCE PLAN FOR FOAM CONCENTRATE TANK
Sl.
No.
CO
MP
ON
EN
T/
OP
ER
AT
ION
C
HA
RA
CT
ER
IST
ICS
TY
PE
OF
INS
PE
CT
ION
/
CH
EC
K
RE
FE
RE
NC
E
DO
C/
AC
CE
PT
AN
CE
ST
D
RE
CO
RD
INS
PE
CT
ION
AU
TH
OR
ITY
MANUFACTURER
TPI
DEPARTMENT
11
Sup
port
Str
uctu
re
Fab
ricat
ion
Dim
ensi
onal
DP
tes
ting
Dim
ensi
onal
/ D
P t
est
Dra
win
gs
Insp
ectio
n R
epor
t Q
A
R
R
12
Hyd
rost
atic
pr
essu
re T
est
Hyd
rost
atic
pre
ssur
e T
est
Obs
erva
tion
As
per
stan
dard
H
ydro
stat
ic
pres
sure
Tes
t Q
A
W
W
13
Leak
Tes
t Le
ak T
est
Obs
erva
tion
_ Le
ak T
est
QA
W
R
14
Fin
al In
spec
tion
& S
tam
ping
Vis
ual a
nd D
ocum
enta
tion
Vis
ual,
Ove
r al
l fin
ishi
ng
etc.
D
raw
ings
&.
PO
Q
A/Q
C D
ocum
ents
,
QA
W
W
LEGEND
DP
: DY
E P
EN
ET
RA
NT
TE
ST
R
T: R
AD
IOG
RA
PH
Y T
ES
T
UT
: ULT
RA
SO
NIC
TE
ST
Q
A: Q
UA
LIT
Y A
SS
UR
AN
CE
- by
Con
trac
tor
R &
A: R
EV
IEW
AN
D A
PP
RO
VA
L
W
: WIT
NE
SS
R
: RE
VIE
W
N
DT
: NO
N D
ES
TR
UC
TIV
E T
ES
T.
MT
C: M
AT
ER
IAL
TE
ST
CE
RT
IFIC
AT
E
68
Table: 3 - QUALITY ASSURANCE PLAN FOR MANUAL TOBV
Sl.No.
Test
Object
tested
Characteristic
sought for
Sam
ple
size
Test
procedure
Acceptance
criterion
Form of
record
Pre-Delivery Inspection (PDI)
Test
performed
by
Test
witnessed
by
Record
reviewed
by
1.
M
ater
ial t
est
Spe
cim
en
from
raw
m
ater
ials
Che
mic
al
com
posi
tion
and
phys
ical
pr
oper
ties
1 pe
r he
at lo
t R
elev
ant
stan
dard
R
elev
ant
mat
eria
l sp
ecifi
catio
n
Mat
eria
l ce
rtifi
cate
V
endo
r or
T
hird
par
ty
labo
rato
ry
- V
endo
r,
TP
IA,
Pur
chas
er
2.
S
ound
ness
te
st fo
r ca
stin
gs
(whe
reve
r ap
plic
able
)
Cas
tings
A
bsen
ce o
f de
fect
s 10
0 %
R
adio
grap
hic
test
R
elev
ant
stan
dard
T
est
cert
ifica
te
Ven
dor
- T
PIA
, P
urch
aser
3.
D
imen
sion
al
chec
k V
alve
D
imen
sion
s 10
0 %
M
etro
logy
R
elev
ant
stan
dard
/ P
urch
aser
-ap
prov
ed
draw
ing
Tes
t re
port
V
endo
r -
TP
IA,
Pur
chas
er
4.
H
ydra
ulic
sh
ell
pres
sure
te
st
Val
ve in
pa
rtia
lly
open
po
sitio
n
Str
uctu
ral
inte
grity
und
er
stre
ss
100
%
1.5
times
m
axim
um
rate
d w
orki
ng
pres
sure
BS
675
5 P
art 1
/ A
PI 5
98
Tes
t ce
rtifi
cate
V
endo
r T
PIA
P
urch
aser
5.
H
ydra
ulic
se
at
pres
sure
te
st
Val
ve in
cl
osed
po
sitio
n
Str
uctu
ral
inte
grity
of s
eat
unde
r st
ress
100
%
1.1
times
m
axim
um
rate
d w
orki
ng
pres
sure
BS
675
5 P
art 1
/ A
PI 5
98
Tes
t ce
rtifi
cate
V
endo
r T
PIA
P
urch
aser
6.
R
evie
w o
f F
inal
D
ocum
ents
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
App
rove
d D
raw
ings
or
spec
she
et
or D
ata
shee
t
Tes
t C
ertif
icat
e V
endo
r -
TP
IA,
Pur
chas
er
69
Table: 4 - QUALITY ASSURANCE PLAN FOR MANUAL GATE VALVES
Sl.No.
Test
Object
tested
Characteristic
sought for
Sam
ple
size
Test
procedure
Acceptance
criterion
Form of
record
Pre-Delivery Inspection (PDI)
Test
performed
by
Test
witnessed
by
Record
reviewed
by
1.
M
ater
ial t
est
Spe
cim
en
from
raw
m
ater
ials
Che
mic
al
com
posi
tion
and
phys
ical
pr
oper
ties
1 pe
r he
at lo
t R
elev
ant
stan
dard
R
elev
ant
mat
eria
l sp
ecifi
catio
n
Mat
eria
l ce
rtifi
cate
V
endo
r or
T
hird
par
ty
labo
rato
ry
- V
endo
r,
TP
IA,
Pur
chas
er
2.
S
ound
ness
te
st fo
r ca
stin
gs
(whe
reve
r ap
plic
able
)
Cas
tings
A
bsen
ce o
f de
fect
s 10
0 %
R
adio
grap
hic
test
R
elev
ant
stan
dard
T
est
cert
ifica
te
Ven
dor
- T
PIA
, P
urch
aser
3.
D
imen
sion
al
chec
k V
alve
D
imen
sion
s 10
0 %
M
etro
logy
R
elev
ant
stan
dard
/ P
urch
aser
-ap
prov
ed
draw
ing
Tes
t re
port
V
endo
r -
TP
IA,
Pur
chas
er
4.
H
ydra
ulic
sh
ell
pres
sure
te
st
Val
ve in
pa
rtia
lly
open
po
sitio
n
Str
uctu
ral
inte
grity
und
er
stre
ss
100
%
1.5
times
m
axim
um
rate
d w
orki
ng
pres
sure
BS
675
5 P
art 1
/ A
PI 5
98
Tes
t ce
rtifi
cate
V
endo
r T
PIA
P
urch
aser
5.
H
ydra
ulic
se
at
pres
sure
te
st
Val
ve in
cl
osed
po
sitio
n
Str
uctu
ral
inte
grity
of s
eat
unde
r st
ress
100
%
1.1
times
m
axim
um
rate
d w
orki
ng
pres
sure
BS
675
5 P
art 1
/ A
PI 5
98
Tes
t ce
rtifi
cate
V
endo
r T
PIA
P
urch
aser
6.
R
evie
w o
f F
inal
D
ocum
ents
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
App
rove
d D
raw
ings
or
spec
she
et
or D
ata
shee
t
Tes
t C
ertif
icat
e V
endo
r -
TP
IA,
Pur
chas
er
70
Table: 5 - QUALITY ASSURANCE PLAN FOR MANUAL BALL VALVES & PNEUMATICALLY ACTUATED BALL VALVES
QA
P s
hall
be s
imila
r to
that
of V
olum
e I o
f thi
s do
cum
ent.
Table: 6 - QUALITY ASSURANCE PLAN FOR FILTERS
QA
P s
hall
be s
imila
r to
that
of V
olum
e I o
f thi
s do
cum
ent.
Table: 7 - QUALITY ASSURANCE PLAN FOR PRESSURE GAUGES
QA
P s
hall
be s
imila
r to
that
of V
olum
e I o
f thi
s do
cum
ent.
71
Table: 8 - QUALITY ASSURANCE PLAN FOR LANDING VALVES
Sl.No.
Test
Object
tested
Characteristic
sought for
Sam
ple
size
Test
procedure
Acceptance
criterion
Form of
record
Pre-Delivery Inspection (PDI)
Test
performed
by
Test
witnessed
by
Record
reviewed
by
1.
Mat
eria
l tes
t S
peci
men
fr
om r
aw
mat
eria
ls
Che
mic
al
com
posi
tion
and
phys
ical
pr
oper
ties
1 pe
r he
at lo
t R
elev
ant
stan
dard
R
elev
ant
mat
eria
l sp
ecifi
catio
n
Mat
eria
l ce
rtifi
cate
V
endo
r or
T
hird
par
ty
labo
rato
ry
- V
endo
r,
TP
IA,
Pur
chas
er
2.
Sou
ndne
ss
test
for
cast
ings
(w
here
ver
appl
icab
le)
Cas
tings
A
bsen
ce o
f de
fect
s 10
0 %
R
adio
grap
hic
test
R
elev
ant
stan
dard
T
est
cert
ifica
te
Ven
dor
- T
PIA
, P
urch
aser
3.
Dim
ensi
onal
ch
eck
Val
ve
Dim
ensi
ons
100
%
Met
rolo
gy
Rel
evan
t st
anda
rd/
Pur
chas
er-
appr
oved
dr
awin
g
Tes
t re
port
V
endo
r -
TP
IA,
Pur
chas
er
4.
Hyd
raul
ic
shel
l pr
essu
re
test
Val
ve in
pa
rtia
lly
open
po
sitio
n
Str
uctu
ral
inte
grity
und
er
stre
ss
100
%
Rel
evan
t st
anda
rd
IS 5
290
Tes
t ce
rtifi
cate
V
endo
r T
PIA
P
urch
aser
5.
Hyd
raul
ic
seat
pr
essu
re
test
Val
ve in
cl
osed
po
sitio
n
Str
uctu
ral
inte
grity
of s
eat
unde
r st
ress
100
%
Rel
evan
t st
anda
rd
IS 5
290
Tes
t ce
rtifi
cate
V
endo
r T
PIA
P
urch
aser
6.
Rev
iew
of
Fin
al
Doc
umen
ts
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
100
%
App
rove
d D
raw
ings
or
spec
she
et o
r D
ata
shee
t
App
rove
d D
raw
ings
or
spec
she
et
or D
ata
shee
t
Tes
t C
ertif
icat
e V
endo
r -
TP
IA,
Pur
chas
er
72
Table: 9 - QUALITY ASSURANCE PLAN FOR CARBON STEEL PIPES
Sl.No.
Test
Object
tested
Characteristi
c sought for
Sam
pl
e size
Test
procedure Acceptance
criterion
Form of
record
Pre-Delivery Inspection (PDI)
Test
performed by
Test
witnessed
by
Record
reviewed by
1.
V
isua
l
exam
inat
ion
Pip
es
Sur
face
fini
sh
100%
V
isua
l
exam
inat
io
n
Wor
kmen
shi
p lik
e fin
ish
Insp
ectio
n
repo
rt
Man
ufac
ture
r
Qua
lity
Con
trol
(QC
) T
PIA
TP
I D
epar
tmen
t
2.
C
hem
ical
anal
ysis
Spe
cim
en
from
pip
es
Che
mic
al
com
posi
tion
1 pe
r
heat
AS
TM
A
751
AS
TM
A 3
12
Mat
eria
l
cert
ifica
te
Man
ufac
ture
r or
Thi
rd p
arty
labo
rato
ry
M
anuf
actu
rer,
TP
I,
Dep
artm
ent
3.
M
echa
nica
l
test
Spe
cim
en
from
pip
es
Mec
hani
cal
prop
ertie
s
1 P
er
lot
AS
TM
A
370
AS
TM
A 3
12
Mat
eria
l
cert
ifica
te
Man
ufac
ture
r or
Thi
rd p
arty
labo
rato
ry
M
anuf
actu
rer,
TP
I,
Dep
artm
ent
4.
P
ress
ure
test
Pip
es
Str
uctu
ral
inte
grity
und
er
stre
ss
100%
A
ST
M A
530
AS
TM
A 5
30
Tes
t
cert
ifica
te
Man
ufac
ture
r
TP
I,
Dep
artm
ent
5.
F
latte
ning
test
Spe
cim
en
from
pip
es
Duc
tility
and
soun
dnes
s
5%
AS
TM
A
530
AS
TM
A 5
30
Tes
t
cert
ifica
te
Man
ufac
ture
r V
endo
r,
TP
IA
TP
I,
Dep
artm
ent
6.
B
end
Tes
t S
peci
men
from
pip
es
Duc
tility
and
soun
dnes
s
5%
Rel
evan
t
Sta
ndar
d
Rel
evan
t
Sta
ndar
d
Tes
t
cert
ifica
te
Man
ufac
ture
r V
endo
r,
TP
IA
TP
I,
Dep
artm
ent
73
Table: 10 - QUALITY ASSURANCE PLAN FOR PIPE FITTINGS AND FLANGES
S N
o T
est
Obj
ect
test
ed
Cha
ract
eris
tic
soug
ht fo
r S
ampl
e si
ze
Tes
t pr
oced
ure
Acc
epta
nce
crite
rion
For
m o
f re
cord
P
re-D
eliv
ery
Insp
ectio
n (P
DI)
Tes
t per
form
ed
by
Tes
t w
itnes
sed
by
Rec
ord
revi
ewed
by
1.
Vis
ual
exam
inat
ion
Pip
e fit
tings
S
urfa
ce
prop
ertie
s 10
0 %
V
isua
l ex
amin
atio
n
No
scra
tch,
de
nt, s
urfa
ce
irreg
ular
ity,
etc
Insp
ectio
n re
port
V
endo
r -
TP
IA,
Pur
chas
er
2.
Dim
ensi
onal
ch
eck
Pip
e fit
tings
D
imen
sion
s
100
%
Met
rolo
gy
Rel
evan
t st
anda
rd
Insp
ectio
n re
port
V
endo
r -
TP
IA,
Pur
chas
er
3.
Che
mic
al
anal
ysis
S
peci
men
fr
om p
ipe
fittin
gs
and
flang
es
Che
mic
al
com
posi
tion
1 pe
r he
at
AS
TM
A
751
Rel
evan
t st
anda
rd
Mat
eria
l ce
rtifi
cate
V
endo
r or
Thi
rd
part
y la
bora
tory
-
TP
IA,
Pur
chas
er
4.
Mec
hani
cal
test
S
peci
men
fr
om p
ipe
fittin
gs
and
flang
es
Mec
hani
cal
prop
ertie
s 1
per
lot
AS
TM
A
370
Rel
evan
t st
anda
rd
Mat
eria
l ce
rtifi
cate
V
endo
r or
Thi
rd
part
y la
bora
tory
-
TP
IA,
Pur
chas
er
74
Table: 11 - QUALITY ASSURANCE PLAN FOR STUDS & U-BOLT CLAMPS
Sl N
o T
est
Obj
ect t
este
d C
hara
cter
istic
so
ught
for
Sam
ple
size
T
est p
roce
dure
A
ccep
tanc
e cr
iterio
n F
orm
of r
ecor
d P
re-D
eliv
ery
Insp
ectio
n (P
DI)
Tes
t pe
rfor
med
by
Tes
t w
itnes
sed
by
Rec
ord
revi
ewed
by
1.
Vis
ual
exam
inat
ion
Stu
d B
olts
, U
Bol
ts, N
uts,
W
ashe
rs
Sur
face
F
inis
h 10
0 %
V
isua
l exa
min
atio
n
No
scra
tch,
de
nt, s
urfa
ce
irreg
ular
ity,
etc
Insp
ectio
n re
port
Ven
dor
Ven
dor’s
QC
In
spec
tor
Ven
dor’s
Q
C
Insp
ecto
r P
urch
aser
2.
Dim
ensi
onal
ch
eck
Stu
d B
olts
, U
Bol
ts, N
uts,
W
ashe
rs
Dim
ensi
ons
100
%
Met
rolo
gy
Rel
evan
t st
anda
rd
Insp
ectio
n re
port
Ven
dor
Ven
dor’s
QC
In
spec
tor
Ven
dor’s
Q
C
Insp
ecto
r P
urch
aser
3.
Che
mic
al
anal
ysis
Spe
cim
en fr
om
Stu
d B
olts
, U
Bol
ts, N
uts,
W
ashe
rs
Che
mic
al
com
posi
tion
1 pe
r si
ze
Rel
evan
t sta
ndar
d R
elev
ant
stan
dard
M
ater
ial t
est
cert
ifica
te
Ven
dor
or
Thi
rd p
arty
la
bora
tory
-
Ven
dor’s
Q
C
Insp
ecto
r P
urch
aser
4.
Mec
hani
cal
test
Spe
cim
en fr
om
Stu
d B
olts
, U
Bol
ts
Mec
hani
cal
prop
ertie
s 1
per
size
R
elev
ant s
tand
ard
Rel
evan
t st
anda
rd
Mat
eria
l tes
t ce
rtifi
cate
Ven
dor
or
Thi
rd p
arty
la
bora
tory
-
Ven
dor’s
Q
C
Insp
ecto
r P
urch
aser
5.
Pro
of lo
ad
test
S
peci
men
from
N
uts
Load
ing
capa
city
1
per
size
R
elev
ant s
tand
ard
Rel
evan
t st
anda
rd
Tes
t cer
tific
ate
Ven
dor
or
Thi
rd p
arty
la
bora
tory
-
Ven
dor’s
Q
C
Insp
ecto
r P
urch
aser
6.
Har
dnes
s te
st S
peci
men
from
S
tud
Bol
ts, U
B
olts
, Nut
s.
Har
dnes
s 1
per
size
R
elev
ant s
tand
ard
Rel
evan
t st
anda
rd
Mat
eria
l tes
t ce
rtifi
cate
Ven
dor
or
Thi
rd p
arty
la
bora
tory
-
Ven
dor’s
Q
C
Insp
ecto
r P
urch
aser