Tender for Centrifugal Pumps HP

VISAKH MARKETING INSTALLATION RESITEMENT

PROJECT –WHITE OIL TERMINAL

Doc No: 254624-400-SP-MEC-003 Rev: A of 12

P:\Andheri\IndiaProject\254624 HPCL- White Oil Terminal\Procurement\Mechanical\Centrifugal

Pumps_API\Working\Mechanical\24.06.09\Spec for Centrifugal Pumps - API.doc

SPECIFICATION

FOR

CENTRIFUGAL PUMPS - API

Mott MacDonald Consultants (India) Pvt. Ltd.

Kothari House, CTS No. 185

Off Andheri - Kurla Road

Andheri (East)

Mumbai 400 059

Hindustan Petroleum Corporation Ltd

Viskaha Dispatch Station

VR-ATP Area, Naval Base Post

Visakhapatnam - 530 014

Andhra Pradesh






List of Content Page No

1 General 4

2 Reference 4

2.1 Codes Regulations and Standards 4

3 Selection of ‘Bought-Out’ Items and the Use of Vendor’s Suppliers 4

4 Vendor’s Experience Qualification 4

5 Precedence 5

6 Design 5

6.1 General 5

6.2 Amendments/Supplements to API std. 610, 10th Edition 5

6.3 Definition of Terms (Addition) 5

7 Inspection and Certification 9

7.1 Inspection Class 9

7.2 Extent of Inspection and NDE 10

7.3 Inspection Procedure and Sequence 11

7.4 Welding & Repair 11

7.5 Material Certification 12

8 General 12

8.1 General Requirements 12

8.2 Spares 12

8.3 Special Tools 12

9 Painting and Coating 12






1 General

1.1 This Specification covers the minimum technical requirements for API 610 Tenth Edition

centrifugal pumps supplied against all requisitions to which this Specification is attached. The

pumps covered by this Specification shall be designed, manufactured and tested in accordance

with API Standard 610, Tenth Edition, “Centrifugal Pumps for General Refinery Service”

October 2004 as modified in this Specification.

1.2 Compliance with this specification does not relieve the vendor from meeting the requirements

of the ultimate user or his nominated representative when stipulated in the material

requisition.

1.3 It is incumbent on the vendor to comply with all legislation applicable to the project in which

this specification is applied.

2 Reference

In addition to the specifications referred to in the material requisition the following

specifications together with codes, standards, specifications, drawings and documents referred

to therein shall apply:

2.1 Codes Regulations and Standards

API 610 10th Edition Centrifugal Pumps for Petroleum, Chemical and Gas Industries

API 682 3rd Edition Pumps – Shaft Sealing Systems for Centrifugal and Rotary Pumps

ISO 9906: 2000 Acceptance Tests for Centrifugal, Mixed flow and or Hydraulic

Institute Axial pumps.

ANSI/HI 1.6-2000 Centrifugal Pump Tests

3 Selection of ‘Bought-Out’ Items and the Use of Vendor’s Suppliers

3.1 Details of, and the proposed vendor of all items which are not part of vendor’s own

manufacture, and any intent to use suppliers of vendor to partly or wholly manufacture any

part of the equipment or its ancillaries shall be disclosed to the purchaser in the vendor’s bid.

This requirement does not apply to standard fasteners and bulk items such as pipe and pipe

fittings.

3.2 Alternatively, the purchaser may, at any time prior to award, nominate suppliers of vendor

from whom certain items shall be obtained. The vendor shall advise prior to issue of purchase

order the consequences of any such nomination. The vendor as a minimum shall advise

manufacturer of seal, motor and coupling.

3.3 After the placement of the order, the vendor shall not substitute any of the agreed suppliers of

vendor without the purchaser’s prior approval.

4 Vendor’s Experience Qualification

All pumps and ancillaries shall be selected from the vendor’s established product range.

Prototypes shall not be offered by the vendor. Pumps shall be purchased only from vendor’s

who can demonstrate successful operation of at least two similar units for a minimum of three






years in a comparable service, in a similar climate region which must be performing

satisfactorily.

5 Precedence

In the event of conflict, actual or implied, among documents relating to an enquiry or order,

the following order of precedence shall govern:-

• Material requisition for quotation or purchase order and variations thereto

• Data sheets and drawings

• This specification

• Relevant Design Standard.

• Other specifications and standards referenced to in this specification

• Other national and international standards

6 Design

6.1 General

All centrifugal pumps, drivers and all ancillaries shall conform to the requirements of API

Standard 610, Tenth Edition, and as amended by the comments in Section 6.2.

6.2 Amendments/Supplements to API std. 610, 10th Edition

Following are the additions, decisions and modifications to the corresponding paragraph

numbers of API 610, Tenth Edition:

Any bullet paragraph not addressed in this Specification will either be covered in the pump

datasheet or deemed to be not required if referred to in the API as ‘when specified’.

Amendments/Supplements to API std. 610, 10th Edition

PARAGRAPH No.

6.3 Definition of Terms (Addition)

3.60 New - ‘Addition’

adds the requirement following this term to the referenced API Standard requirement. An

addition does not change the API Standards requirement.

3.61 New - ‘Modification’

changes the API Standard requirement to that which follows the term. All parts of the API

Standard requirement that are not addressed remain applicable.

3.62 New - ‘Decision’

Provides direction for choices, which are specified by the API Standard paragraph. Parts of

bulleted paragraphs, which do not require decisions, are fully applicable.






4.3.1 Addition

The VENDOR shall comply with applicable Federal, State or Local codes, regulations,

ordinances, and rules. Unless defined otherwise these shall be those applying to the country or

state where the equipment is to be installed or purchased.

5.1.10 Addition

The Net Positive Suction Head Required (NPSHR) shall be based on water [at a temperature of

less than 65 °C (150 °F)] at the rated flow and rated speed; no reduction or correction factors

shall be applied for other liquids.

The Net Positive Suction Head Available (NPSHA) shall exceed the Net Positive Suction

Head Required (NPSHR) by at least 1 m (3 ft) throughout the range from minimum continuous

stable flow up to and including the rated capacity, and by 0.3 m (1 ft) at 120 % of rated flow. If

the suction pressure at the pump is less than atmospheric, this margin shall be at least 2 m (6

ft).

For liquids containing dissolved gases, to avoid cavitation damage due to vapour-induced flow

path restrictions, NPSHA shall be 1.5 x NPSHR, with a minimum margin of 5 m (15 ft)

between NPSHA and NPSHR.

5.1.11 Addition

The calculation of NPSH shall be based on m3/h not m3/s as defined in Annex A. The suction

specific speed (Nss), calculated at the Best Efficiency Point (BEP) for the maximum impeller

diameter of the casing, shall not exceed 12,000 (rpm, m3/hr, m) or 10,320 (rpm, USGPM, ft).

Pumps offered with suction specific speed > 12,000 (rpm, m3/hr, m) may be accepted subject

to Purchaser’s written approval.

5.1.13 Decision/Addition

Replace the first sentence of this clause by:

For single operation, Pumps shall have stable head/capacity curves which continuously rise by

at least 5 % from rated capacity to shut off.

The use of an orifice to achieve continuous rise to shutoff is not acceptable.

5.1.19 Modification

Cooling water plans shall not be supplied, unless it is required by the seal flush plan or if the

pumping temperature exceeds 200oC (400

oF). Above 200

oC (400

oF) cooling water plans shall

only be applied if recommended by the vendor.

5.3.6 Modification

Dual pressure ratings for any pump configuration are not acceptable.

5.4.3.1 Addition

All auxiliary connections to pressure casing shall be welded and provided with flanged

customer connection at the edge of base plate. Suction and Flange auxiliary connection to have

the same rating as the discharge flange. Seal gland connection may be threaded.






5.4.3.8 Decision

The use of studded connections is specifically excluded.

5.5.2 Addition

Individual nozzles, pump casings and base plates for all pumps shall be capable of

withstanding twice the forces and moments stated in Table 4 of API 610 simultaneously under

all operating conditions. The provisions of Appendix F of API 610 shall not apply.

5.6.3 Decision

The use of collets to retain impellers on shafts is not acceptable.

5.8.1 Modification

Unless otherwise specified, seals and sealing systems shall be furnished in accordance with

API 682 3rd

edition.

To ensure selection of the optimum mechanical seal and seal auxiliary facilities for the duty

specified, the pump manufacturer shall be responsible for the engineering coordination,

installation, and performance of its auxiliary facilities such as circulation, injection, quenching

and cooling, as required for the seal selected by the seal manufacturer.

5.9.2.1 Modification

Paragraph 5.9.2.1 will apply when specified on the datasheet.

When a torsional analysis is performed the Vendor shall furnish a detailed report. This report

will contain sufficient information to allow the Purchaser to undertake independent assessment

of the torsional characteristics of the supplied equipment.

5.9.2.6 Decision

When the torsional analysis has been undertaken this paragraph shall apply.

5.12.2.5 Decision/Addition

Casting repair procedures shall be submitted by the Vendor for approval before any repair

work is carried out.

6.1.3 Addition

Over and above the requirements specified in Table-11, the motor nameplate rating for pumps

under parallel operation or for pump with auto-start operation shall not be less than the max.

BKW indicated on pump data sheet (Power at End of the curve for the rated impeller) or shall

have the specified margin as per this clause whichever is greater. The pump motors shall also

be suitable for start-up under open discharge valve condition.

The motor nameplate rating for applications where the specific gravity of pumped fluid is less

than 1.0 shall either be 100% of the BKW of pump at minimum continuous stable flow with

clean cold water of specific gravity 1.0 or shall have the specified margin as per this clause,

whichever is greater.






Motors shall comply with motor specification attached with requisition. The electric motor

shall be suitable for the electrical area classification specified on the data sheet.

6.2.14 Decision

Paragraphs a) and c) shall apply.

6.2.14c) Addition

Coupling guards shall be non-sparking.

6.3.2 Modification

Drain valves <= 2.0 inch(nb) which due to space limitations necessitate a non-standard or

oversize baseplate can overhang the baseplate edge, but must be shipped loose. However, the

pipe flange must not extend beyond the baseplate.

6.3.3 Decision

This paragraph shall apply.

6.3.6 Decision

Baseplate stiffness test is not required.

6.3.14 Addition

Adjustment alignment screws shall be provided for all components (except the pump) having a

mass of over 75 kg (165 lb) for vertical and both horizontal planes.

6.4.2.2 & 6.4.2.3 Decision/Addition

Provision for bearing vibration and temperature detection monitoring equipment shall be made

for all pumps and drivers with hydrodynamic bearings. Where driver rating is greater than 500

kW, vendor shall provide vibration and temperature sensing elements wired to skid edge

junction box for pump and driver.

6.5.2.9 New

Socket welding of any seal piping is prohibited. All seal harnesses shall be 316L stainless steel

and butt welded.

7.3.3.3 Addition

Pump performance testing shall be undertaken in compliance with ISO 9906: 2000 or

Hydraulic Institute section ANSI/HI 1.6-2000, a minimum of seven points, which will be:

Closed valve (wherever practical, otherwise at minimum thermal flow)

• Minimum stable flow

• Between minimum flow and rated flow or best efficiency point , whichever is the lower

• Rated flow (RF)

• Best efficiency point (BEP)






• Between RF/BEP whichever is the larger, and maximum operating point

• Maximum operating point

One additional point may be required if rated point lies close to BEP resulting in more than

30% of the curve having no measured point.

If a spare rotor or complete inner assembly for multistage pumps is supplied with the pump, it

shall be subject to the same running/performance tests in the pump casing as the main rotor.

API 610 tolerances listed on Table 14 shall apply.

7.3.3.4b) Addition

Bearing temperature shall be measured at all seven points of the performance test, except

closed valve.

7.3.4.4 Addition

Noise level shall not exceed 85 dB(A) @ 1m.

7.4.3.2 Modification

Refer to project painting specification.

8.2.2.3 Decision

Shrink fit impellers shall not be supplied.

8.3.10.5 Decision

This paragraph shall apply.

7 Inspection and Certification

7.1 Inspection Class

7.1.1 For the purpose of inspection and certification, pumps are categorised into four classes (I, II,

III & IV).

7.1.2 The inspection class for the pump shall be determined in accordance with the maximum

discharge pressure and the temperature relationship as shown in the Fig.1 and as modified by

the paragraph 7.1.3.

Maximum discharge pressure shall be defined as: the maximum suction pressure plus the

maximum differential pressure the pump is able to develop when fitted with the furnished

impeller at the specified speed, specific gravity and pumping temperature.

The temperature used in the table shall be defined by consideration of the maximum /

minimum design temperature and selection of that temperature which corresponds with the

more severe inspection class.

Once the inspection class has been identified, the extent of inspection and NDE shall be given

as in Section 7.2. The certification level shall be given in Section 7.5.






0

6 0

7 0

8 0

1 0 0 2 0 0 3 0 0 4 0 0- 4 6- 1 0 0- 1 4 6

M A X I M U M D I S C H A R G E P R E S S U R E

( B a r g )

( s e e P a r a 7 .1 .2 )

M I N I M U M /M A X I M U M O P E R A T I N G T E M P E R A T U R E ( ° C )

( S E E P A R A G R A P H 7 .1 .2 )

1 0

2 0

3 0

4 0

5 0

C L A S S I I I

C L A S S I I

C L A S S I

C L A S S I V C L A S S I I

C L A S S I

Figure 1

7.1.3 The inspection classes in the above figure apply only to pumps with casings fabricated from

the following materials listed in table H1 of API 610 10th edition.

7.2 Extent of Inspection and NDE

7.2.1 Having determined the inspection class, the material inspection requirements are given in

Table 1 and in the accompanying notes. Type of inspection shall be determined by inspection

class and fabrication process.

Fabrication Duty Inspection Class

Process I II III IV

Cast Casing MPI / DPI

+ RT

(Note 2)

MPI / DPI

(Note 2)

MPI / DPI

Machined

surfaces

only

Visual

inspection

Wrought Casing

(Seam welds

only)

MPI / DPI

+ RT/UT

MPI / DPI

Visual

inspection

Visual

inspection

Nozzle

attachment

weld

Pressure

retaining

MPI / DPI

+ RT / UT

MPI/DPI Visual

inspection

Visual

inspection

Butt weld Pressure

retaining

MPI / DPI

+ RT/UT

MPI / DPI Visual

inspection

Visual

inspection

Fillet weld Pressurised

component

MPI / DPI MPI / DPI Visual

inspection

Visual

inspection

All Internals Visual

inspection

Visual

inspection

Visual

inspection

Visual

inspection

TABLE 1






Notes (for Table 1)

1. ‘Wrought’ includes all forgings, plates and tubulars.

2. MPI/DPI of casings to include all exterior and accessible interior surfaces, including

machined surfaces.

3. Radiography of cast casings refers to critical areas, defined as areas of highest stress,

abrupt changes in section, weld ends and at risers gates or feeders. Manufacturers are to

submit, for Purchaser’s approval, details of the critical areas proposed to receive RT.

4. NDE of welds defined in Table 1 above to be 100% of all welds.

5. Pressure retaining; refers to process fluids (including seal plans 52/53)

7.3 Inspection Procedure and Sequence

7.3.1 Surfaces of all castings shall be suitably cleaned by chipping or blasting prior to inspection.

7.3.2 All castings shall be visually examined and proven free from sand, scale, cracks, tears, voids

and other harmful defects. Visual acceptance levels shall be as specified in MSS-SP55.

7.3.3 NDE procedures and acceptance criteria (RT, UT, DPI, MPI) shall be in accordance with API

610 10th Edition section 7.2.2.

7.3.4 MPI shall be used for ferrous materials utilising the wet method. Dry powder shall not be

used. Permanent magnets shall not be used.

7.3.5 MPI/DPI for acceptance shall be performed in the final machined condition.

7.3.6 All NDE shall be performed in the final heat treated condition (not necessarily after stress

relieving) unless agreed otherwise by the Purchaser.

7.4 Welding & Repair

7.4.1 Welding procedures shall be submitted to the purchaser for approval.

7.4.2 The repair of any defect found on castings by plugging penning, use of plaster or cement

compound, or impregnation by plastic materials or similar compounds is prohibited. Repairs

to the pressure boundary shall be by welding only.

7.4.3 After major weld repair all cast casings shall be heat treated or stress relieved as required by

the casting specification, however the purchaser reserves the right to specify solution heat

treatment for repairs to austenitic stainless steel where considered applicable for process or

environmental reasons.

All weld repairs shall be re-examined by appropriate method as defined in Section 7.2.






7.5 Material Certification

Material Certification shall be provided in accordance with Fig. 2 in accordance with BS EN

10204.

PART Inspection Class

I II III IV

Casing

Auxiliary Piping (process &

seal system inc. all pressure

retaining fittings, valves, etc.)

3.1

Impeller

Shaft

Diffusers

Mechanical seals

Pressure bolting 2.2

Sleeves

Throttle bushes

Wear rings

Figure 2

8 General

8.1 General Requirements

Packaging and preservation shall be in accordance with the project requirements as listed in

the material requisition.

8.2 Spares

Vendor shall advise the commissioning and two years operating spares, and complete the

relevant forms as requested in the material requisition, and be not less than that of table 18 of

API 610, Tenth Edition.

8.3 Special Tools

Any special tools required for erection, commissioning or maintenance shall be identified and

supplied with the equipment.

9 Painting and Coating

Painting and coating shall be in accordance with the Project specific Painting specification.


PROJECT – WHITE OIL TERMINAL

Doc No: 254624-400-SP-INT-001 Rev: A Page 1 of 12


Pumps_API\Working\Mechanical\24.06.09\Annexure II- Specifications for Inst Package System.doc

SPECIFICATIONS

FOR

INSTRUMENT & CONTROL SYSTEM

OF

PACKAGE EQUIPMENTS




Andheri (East)

Mumbai 400 059


Visakha Dispatch Station



Andhra Pradesh


PROJECT – WHITE OIL TERMINAL




List of Content Page No

1 Scope of Supply / Services 4

1.1 Temperature 4

1.2 Safety/ Relief valves 5

1.3 Control Panels 5

1.4 Cable Trays 9

1.5 Junction Boxes 10

1.6 Installation for Instruments 12


PROJECT - WHITE OIL TERMINAL




The Supplement Requirements for Instrumentation and Control Package

Equipment

1 Scope of Supply / Services

1.1 Temperature

1) Locally mounted indicators/gauges of process temperatures shall be bimetallic thermometers with 100 mm dial, every-angle heads and stainless steel cases.

2) Temperature sensing elements shall be always mounted in thermo well and all Temperature sensing elements used shall be duplex type.

3) Material for thermowells shall be minimum ANSI type 316 stainless steel (and shall confirm to NACE MR 0103 for sour service), machined from single bar stock in a tapered configuration. Better materials and ratings shall be specified as required by the Piping Material Specification.

4) 3 wire RTD, Pt. 100, shall be used for temperature sensing in Motor bearing / winding applications. The KW rating of the motor shall be the criteria for determining application of temperature sensing in motor. For Equipments having high vibrations RTD's with remote mounted heads shall be provided.

5) Whenever RTDs are provided for motors, they shall supplied completely with rail mounted (inside Junction box) temperature transmitters, 2 wire, loop powered, 24 VDC, 4-20mA, which will be hardwired to OWNER ESD system.

6) Standard thermo well lengths for piping shall be 230mm ( for pipe size ≤ 4” ) or 255 mm ( for pipe size ≥ 6 ). The minimum flange size shall be 2" with pressure rating as per piping class / design pressure. Standard thermowell lengths for pressure vessels shall be 455 mm. Lagging shall be standard length, except where insulation thickness is greater, then lagging shall be 1” longer than thickness of insulation. Refer Annexure-B (Drawing no. 254624-400-INT-5975) for typical Thermowell drawing.

7) Field indicating type transmitters within the sensor termination assembly shall be used to the maximum extent possible.

8) Temperature Transmitter shall be 24 VDC loop powered, 2 wire, with 4 to 20 mA, HART Protocol output signal. The temperature measuring circuit for transmitters for RTD inputs shall be the resistance bridge circuit type.

9) Consideration shall be given to ambient temperature and/or temperature radiation wherever the “in head” transmitter is used. If an “in head” mounting of the transmitter is to be avoided due to this consideration, the transmitter is to be mounted local to the sensor.

10) Calculation shall be provided by vendor for thermowell Vortex shedding resonance (WAKE) frequency to ensure no stress cracking will occur. Wake frequency shall not exceed 80% of the natural frequency of thermowell at maximum fluid velocity.






1.2 Safety/ Relief valves

1) The overpressure protection devices shall be installed to meet the requirements and sizing of safety devices for vessels, piping and equipment in accordance with the ASME Pressure Vessel Code, Section I and VIII, ANSI B31.3, API-RP520 and API-RP521.

2) Safety and relief valves shall be direct spring loaded type. For liquid service

and non-coded duties i.e. thermal relief they can be semi-nozzle with screw connections. Plain closed bonnets shall be specified, with a tapped and plugged vent for easy conversion to balanced type valves. Exposed spring bonnets shall be specified for steam service above 200°C as required by ASME Boiler and Pressure Vessel Code, Section I.

3) Plain lifting levers and gags shall be supplied for safety and relief valves in air,

hot water over 60°C or steam service in accordance with the ASME Boiler and Pressure Vessel Code, Section I and VIII.

4) As a minimum all relief valves shall have carbon steel bodies with stainless

steel trim, but in all cases the material shall conform to the piping specification. When the set pressure is within 10% of the normal working pressure, balanced bellow valve shall be used.

5) Screwed connections shall be supplied on valves with inlets 3/4" and smaller.

Threaded connections on valves shall be ANSI B1.20.1 pipe threaded ends. Flanged connections shall be provided on valves, 1" inlet size or larger. Minimum inlet rating shall be ANSI Class 150. Valve flanges shall match the rating and facing of mating flanges on vessels or piping. Body flanges shall be in accordance with ANSI B16.5 except for the thickness.

6) Where two relief valves are specified in the same service, each shall be sized

to handle the full relieving capacity. 7) Pressure and vacuum relief valves for storage tanks shall normally be of the

weight loaded or pilot operated or balanced bellow type, and sized in accordance with API 620 and API 2000.

1.3 Control Panels

1.3.1 The overpressure protection devices shall be installed to meet theIf the control panel of the package unit is in installed on skid/locally, then panel dimensions shall be guided by the actual requirements, typical dimensions of 2100 mm operational (height) x 1200 mm (width) x 1000 mm (depth) shall be kept in mind while finalising the panel size. In any case, vendor can proceed with panel manufacturing only after approval from the Owner/Consultant. Local control panel/panels shall be totally enclosed cubicles. Panel sizing shall be carried out based on equipment being installed keeping in view the maintenance clearances and easiness.

1.3.2 If the control panel of the package unit is in Instrument Equipment Room/Rack room

(of Control building), then it shall be preferably of size 2100mm (H)x 800mm (B) x 800 mm (W), RITTAL make, front access. Louvers and removable dust filter cartridge to be provided at front bottom of panel for suction of fresh/cold air. Exhaust fan with






louvers to be provided at panel front & rear side. Each shall have PVC document holding tray placed inside the panel.

1.3.3 Local panel location shall be as far as possible in Zone 2 or unclassified area. Local

panel shall be provided with sunshade. Tag nos. for panel shall be as advised by Owner/Consultant.

1.3.4 Local/Control Panel shall be made from 2 mm CRCA sheet from all sides. Angle iron

frame work shall use a minimum section of 50 x 50 x 4 mm angle. The panel shall be treated with seven tank chemical process. The finish shall include sand blasting, grinding, chemical cleaning, surface finishing by suitable filler and two coats of high grade lacquer with wet sanding between coats. Two coats of paint in panel colour Grey RAL 7035 shall be given for non-glossy high stain finish. Each panel shall be finished inside and out in the enclosure. A final coat of paint shall be given at site.

1.3.5 Local/Control Panel shall be provided with a base frame of 100 mm. Removable

hinged doors shall be provided and doors shall be double leaved type with handle and shall be provided with lock and key. Bolts & nuts and other fitting material shall be corrosion resistant material. Adequate illumination shall be provided inside the panel. All light fittings shall be suitable for 240 V, 50 Hz AC

1.3.6 Local Panel shall be designed to meet IP-65 requirements. In addition, panel must be

provided with a rain cum sun shade canopy/shed.

1.3.7 Local Panel layout shall be designed considering ease of operation. No push button or hand switch shall be located below 600 mm.

1.3.8 The Local/Control Panel internal panel layout shall be designed considering proper

approach for instruments, terminals and other accessories for maintenance, easy removal and online calibration. No instrument, terminals, power distribution box etc shall be mounted on the panel side plates inside the panel.

1.3.9 Local control panels located in the hazardous area shall be either purged type or

flameproof EExd. Following shall be followed a) In case pressurized panels are specified the same shall be purged and

pressurized as per NFPA-496 requirements to render space within the panel non hazardous. For panels located in IEC Zone 2 hazardous area type Z purging shall be used with a purge fail alarm in main control room. In case, panels are located in Zone-1, a cut-off switch shall be incorporated to de-energize power automatically from all circuits within the protected enclosure upon failure the purge supply to maintain positive pressure.

b) An alarm shall be provided on local panel and a contact shall be provided for remote annunciation, whenever the panel pressurization falls below 2.5 mm of H2O. A protective device to protect the panel from over pressure must be provided.

c) Panel pressurization with start-up panel purging scheme shall be fully automatic however it shall be started manually from a push button. Solenoid valves and differential pressure switch required for panel purging shall be flameproof, however other items like relays, switches/pushbuttons, timers etc. shall be located in a flameproof housing. Other items like valves, restriction orifice plates, dual filter regulators,






pressure gauges, variable area flow meters etc required for pressurization, shall also be located in the non-pressurized section of the panel.

d) It shall be possible to switch off incoming power to panel from panel front. All such power on/off switches shall be flameproof type. In addition, all those devices and terminals which can not be powered off from on/off switches shall also be located inside flameproof enclosures.

1.3.10 All lamps, status as well as alarm, shall be provided with lamp test facility. One single

lamp test push button shall be used for each panel.

1.3.11 All cable entries to the local/control panel shall be from panel bottom only using cable glands of adequate size. Cable gland plate thickness shall be a minimum of 3 mm cold rolled cold annealed (CRCA) as a minimum. All unused cable entries must be plugged.

1.3.12 Colour Scheme for lamps shall be

a) Status Lamps On/Open/Permissive: Green Off/Close/Emergency: Red

b) Alarms Normal/Pre-trip alarms: White Shutdown alarms: Red

c) Push/Pull buttons On/Open: Green Off/Close: Red Emergency shut-down (ESD): Red (Push-button with cover/

Mushroom PB) 1.3.13 Only one terminal shall be used for one set of termination (i.e. one in and one out)

and for multiple terminations preformed links shall be used. Following colour code shall be used for terminating different signals – a) Grey and blue colour terminals : Signals b) Yellow-green terminals : Earthing

1.3.14 ower terminals shall be covered with 4 mm PVC sheet with Danger sign. Knife edged

fuse terminal shall be used for Digital output

1.3.15 Instrument Cable and individual signal cores shall be fitted with identification ferrules as defined in section 6.20.

1.3.16 Minimum conductor size for internal wiring shall be PVC insulated 1.0 mm2 stranded

tinned copper 300V grade insulation connected with crimped on connectors. All internal cubicle wiring shall run in suitably sized and coloured PVC ducting.

1.3.17 Cables shall be segregated between analogue and digital (alarm/switching) signals.

Intrinsically safe cabling must be segregated from all others. Segregation shall also be maintained between power wiring and instrument wiring

1.3.18 Instrument panel design must be safe, operable, easy to maintain and allow for future

expansion. Local Panels shall be located where instrumentation is visible in relation to main start up and shutdown controls.

1.3.19 Vendor shall provide details of the proposed panel regarding front and rear layout of

equipment and accessories, size, construction and painting for review and approval.






1.3.20 Where a control panel is supplied, it shall be furnished as a complete control system,

including instrumentation and controls piped and wired to headers and terminal blocks.

1.3.21 Pushbuttons and indicating lights shall be installed and wired on control panel for

start-up of all motors associated with driven equipment. Switches on the front of the panel shall be located (or guarded) to prevent accidental operation. The pushbuttons and indications used on local panel shall be suitable for hazardous area classification in which they are installed.

1.3.22 Where PLC/Control systems are employed for the package unit control, PLC make &

vendor shall be as per client’s approved vendor list. The system power supplies, CPU & communication cards shall be redundant. Processor failure must be detected by appropriate processor cross checking or by means of a watchdog timer that times both set and reset transactions from the processor that it is watching. There shall be 20% spare envisaged for I/Os and 20% space for future addition.

1.3.23 PLC system shall be supplied with HMI (Touch Screen / PC based) as per approval

by Owner/Consultant.

1.3.24 The PLC used in the package unit shall have self-diagnostic mechanism for continuously checking for any problems in the hardware. The PLC system shall be supplied with application software and licensed programming software. Memory shall be sized so that after the application program is loaded, 50 percent spare memory is available.

1.3.25 PLC I/O module shall be constructed such that it can be removed or inserted without

disturbing any external wiring. Field wiring shall be directly connected to I/O modules or to external terminal panels. PLC I/O modules shall be capable of being located anywhere in the chassis without regard to the type and voltage levels.

1.3.26 PLC module shall indicate communication fault or any module fault as far as possible.

1.3.27 PLC Outputs shall have load/status indication. Upon failure, all output modules shall

fail to a pre-determined state (to be identified at the time of logic definition). It shall be possible to define the fail-safe state for each channel. Each output signal shall be provided with an individual fuse and a fuse blown indication.

1.3.28 PLC shall restart automatically after power failure. A key locking arrangement at the

CPU shall prevent memory modification unless a key operator has intentionally enabled such a change.

1.3.29 Vendor shall supply potential free contacts from their panel for status / trouble alarm

indications in TAS. The status alarm shall correspond to general alarm condition in the package unit, while the trouble alarm shall correspond to a serious error in the system like card failure, communication failure, power failure etc.

1.3.30 The package unit PLC shall have a provision to accept a trip signal (ESD) from the

Owner safety system. The control panel shall meet the environmental and hazardous area classification listed in the relevant documents.






1.3.31 The control panel shall be subject to a burn-in test of 48 hours continuous powered- up condition. During this time the control panel shall be suitably enclosed to maintain an ambient temperature of 55 ºC around the whole cabinet. All control panels shall be functionally tested using simulated inputs and monitoring output.

1.3.32 Panels shall be provided with lifting lugs. Minimum size of lifting lugs shall be 4 inch.

A drawing pocket inside each panel door shall be provided.

1.3.33 For panel containing pneumatic instruments, a header shall be mounted at or near the bottom of the panel and shall run the full extent of the panel, with a 1/4 inch per foot slope toward the blow-down. At the end opposite the air inlet, a 1/2-inch blow down valve shall be installed.

1.3.34 The header shall provide 1/2-inch take-off connections with shut-off valves for each

instrument requiring an air supply, plus a minimum of 20 percent spare, valve take-offs.

1.3.35 The main header shall contain two master pressure regulators in parallel, complete

with filter, a pressure gauge, and relief valve. The regulators shall be valved so that one may be removed without interruption service to the panel.

1.3.36 Completed panel shall be subject to inspection and testing witnessed by

Owner/Consultant. The Vendor prior to shipment shall correct any faults or deficiencies discovered during testing.

1.3.37 Panel shall be provided with earth studs for connection to the plant earth system,

Separate instrument earth bars shall be included insulated from frame. All metal electrical instrument cases shall be connected to the earth bar using insulated cable. Minimum 6 sq.mm PVC insulated multi-strand copper conductor shall be used for providing panel earthing.

1.3.38 Two laminated nameplates shall be provided on panels, one on front and one on the

back. Panel nameplate engraving details shall be submitted for the review of the Owner/Consultant. The nameplates shall be screwed to the panel.

1.3.39 Louvers and removable dust filter cartridge to be provided at front & back bottom of

panel for suction of fresh/cold air. Exhaust fan with louvers to be provided at panel front & back upper side.

1.3.40 Dust filters shall be of the replaceable or cleanable type, and this action shall be

possible without disturbing the functions of the panel.

1.3.41 Removable hinged doors shall be provided and doors shall be double leaved type with locakable handles. Bolts & nuts and other fitting material shall be corrosion resistant material.

1.4 Cable Trays

1.4.1 The Cable Trays shall of hot dip galvanised carbon steel to BS 2994. The size of the

cable tray shall be 150 mm or 300 mm based on the requirement. Cable trays shall be perforated type.






1.4.2 The following consideration shall be taken for cable trays design and construction:

a. Cable trays shall be provide in lengths of 3000 mm, with width of 100, 150, 300 or as required.

b. The depth of the trays shall be 50, & 75 mm based on the requirement. c. Each cable tray length and each bend and riser shall be supplied with

one complete set of accessories for joining to a like size cable tray or fitting.

d. Each cable tray reducer, tee and crosspiece shall be supplied with one complete set of accessories for each connection face for joining to a like cable tray or fitting.

e. All cable trays shall be provided with tray cover.

1.4.3 Instrument cables shall be run in separate cable tray from power cables. Cables in

adjacent trays shall be spaced to avoid the possibility of electromagnetic interference with instrumentation. Defined below are the minimum distances from instrumentation cables shall be as follows:

Power, lighting and Control Cables Distance from Electronic

Systems Cables in milli-meters

240V or 50A 450

415V or 200A 600

1.5 Junction Boxes

1.5.1 The interface between field instruments and plant control systems(Control system, ESD and Fire & Gas) shall be achieved with separate junction boxes located at the edge of the package unit, Separate junction boxes shall be provided for:

ESD Signals Analogue IS & Proximity type; ESD Signals Analogue Non IS & Proximity type; ESD Signals Digital input & Digital Output IS type; ESD Signals Digital output & Digital output NIS type;

TAS Signals Analogue IS & Proximity type; TAS Signals Analogue Non-IS & Proximity type; TAS Signals Digital input & Digital Output IS type type; TAS Signals Digital IS output & Digital output NIS type

FGS Signals Analogue IS type; FGS Signals Digital input & Digital output type.

Separate junction boxes shall be used for RTD (if applicable).

1.5.2 Junction boxes for all applications shall be rated EEx “e” or EEx “d” or EEx “ia” based

on hazardous area classification according to IEC 60079-7 and weatherproof to IP65 as applicable. Mounting of the box shall be by holes in external lugs or brackets.Junction boxes shall be of Cast Aluminium, Stainless steel (SS 304) or fibre glass with terminals and accessories such as mounting rails, earthing rails, glands etc. An insulated earth bus bar with screw connectors shall be provided for cable screen connections. Additionally a M6 safety earth bolt shall be provided.






1.5.3 Junction boxes shall be limited to a single multi-core cable and all cable cores including screens must be fully terminated.

1.5.4 JB’s shall be designed to have cable entries in the bottom. Unused cable entries must be fitted with certified plugs.

1.5.5 Junction Boxes shall be equipped with the 2.5 mm2 Klippon type Sak 2.5 terminals (Wiedmuller /Phoenix / Wago or equivalent) for instrument signals connection. Terminals in the junction boxes shall be threaded type and shall conform with the classification of the junction boxes.

1.5.6 A minimum of 20% installed spare terminals shall be provided in each junction box and spare cable entries shall be provided.

1.5.7 Provision for wiring shall be such that a minimum of 75 mm of clear space is available between terminals and side of JB.

1.5.8 As far as possible the typical size of the JB’s shall be approximately For 20 terminal JB � 300(L) X 300(W) X 205(D) (for 6 pair & 21core cable) For 30 terminal JB � 300(L) X 300(W) X 205(D) (for 12 pair cable) For 60 terminal JB � 450(L) X 300(W) X 205(D) (for 24 pair cable)

1.5.9 Suitable arrangements shall be provided for earth continuity. The earthing plate shall be brass nickel plated.

1.5.10 Terminals shall be numbered on both sides. Terminal mounted on DIN rails shall have stopper (mounted on DIN rails) on both the ends of terminals.

1.5.11 Terminals, PVC Ducts shall be of blue colour for IS JB, and grey for NIS JB. IS terminals, cables, PVC ducts shall not be mixed with NIS.

1.5.12 Double decker terminal shall not be used. For terminals in JB, a pre-formed link shall be used for looping purpose between adjacent terminals.

1.5.13 Breather drain valve shall be provided.

1.5.14 Single pair cables and multi-pair cables shall be labelled outside the junction boxes. The label installed outside shall be metallic type with identification number engraved.






1.6 Installation for Instruments

1.6.1 The connection type and rating shall be as per the relevant Specification form piping and valve.

1.6.2 All instruments installation shall follow API 551 and comply with the Hook Up drawings.

1.6.3 Process tubing between primary pressure connections and instruments or instrument manifolds shall be 1/2‘’ OD, SS 316 tubes, wall thickness 0.035 inch as a minimum. Double Ferrule Swagelok/Parker type fittings in ASTM 316 stainless steel must be strictly enforced as a minimum. Other materials may be used based on process requirement. Where 1/4” OD connections are required by the instrument or instrument manifold, reducing fitting shall be used at the instrument.

1.6.4 Instrument process tubing shall conform to ASTM A269, type 316 stainless steel, seamless, annealed and pickled.

1.6.5 Air (pneumatic) tubing shall be 1/ 4‘’ OD * 0.035” wall thickness, 316 SS tubes

1.6.6 Tubing fittings shall be 316 stainless steel Swagelok compression type fittings, or Owner/Consultant approved equal. All compression fittings shall be of double ferrule design.

1.6.7 Where 316 stainless steel is deemed unsuitable, the vendor may propose an alternative, with justification, for approval by Owner/Consultant.

1.6.8 Instrument tubing shall be run in steel raceways.

1.6.9 Pressure gauges, transmitters and instrument impulse lines shall have 3 ported block & bleed isolation valves, c/w bleed needle. For differential pressure instrument five valve manifolds shall be used.

1.6.10 Instruments located outside of control panels shall be installed as close as practicable to the process connection and may be surface, yoke, universal 2 inch pipe, or bracket mounted.

1.6.11 Instruments shall not be supported by process piping, handrails or equipment subject to vibration. Instrument supports shall be welded where possible not bolted, to the platform.

1.6.12 Instrument supports shall not be welded on to the equipment, piping, railings and ladders.

1.6.13 Instrument supports shall be located at an elevation where the centre line of the instrument is 1500mm above grade, walkways or platform and within reasonable reach for servicing.


PROJECT WHITE OIL TERMINAL

Doc No: 254624-400-SP-ELE -010 Rev: B Page 1 of 14 ABCABCABCABC

254624-400-SP-ELE -010.doc

abcabcabcabc




Andheri (East)

Mumbai 400 059


Visakha Terminal, Resitement Project



Specification for L.V. Motors in Mechanical Package




254624-400-SP-ELE -010.doc

List of Contents

1. SCOPE .......................................................................................................................................... 4

2. SITE CONDITIONS AND ELECTRICAL SYSTEM DETAILS .......................................... 4

3. TECHNICAL PARTICULARS ................................................................................................. 4

4. CONSTRUCTION....................................................................................................................... 5

5. MISCELLANEOUS ACCESSORIES ....................................................................................... 8

6. PAINTING ................................................................................................................................... 8

7. PERFORMANCE DETAILS ..................................................................................................... 9

8. INSPECTION & TESTING ....................................................................................................... 9

9. STATUTORY APPROVAL ..................................................................................................... 10

10. LIST OF STANDARDS ............................................................................................................ 10

ANNEXURE - I...................................................................................................................................... 12

ANNEXURE - II .................................................................................................................................... 13




254624-400-SP-ELE -010.doc

1. SCOPE

This Specification covers the requirements of Design, Manufacture, Inspection, Testing, packing

and Supply of L.V. Induction Motors for “WHITE OIL Terminal Project” of M/s. HPCL, located at

Visakhapatnam, A.P., India.

This specification shall be read in conjunction with mechanical equipment package specification

(Refer Doc. No. 254624-400-RQ-MEC-001 Rev. C)

2. SITE CONDITIONS AND ELECTRICAL SYSTEM DETAILS

Refer Doc No.: 254624-400-SP-GEN-001 for Environmental conditions

Refer Doc No.: 254624-400-DS-ELE-001 for Electrical System Details

3. TECHNICAL PARTICULARS

3.1 Design Voltage : 415V ±10%

3.2 Frequency : 50 Hz +5%

3.3 Standards : Latest editions of relevant Indian Standards . Refer Cl. No.

10 for list of standards.

3.4 Type of Motor : 3-Ph Squirrel Cage Induction

3.5 Type of Enclosure : Totally enclosed fan cooled (TEFC).

3.6 Design ambient

temperature

: 50°C

3.7 Degree of Protection : IP55 as per IS : 4691 / IS 5571

3.8 Duty : Unless otherwise specified S1 - Continuous duty type in

accordance with IS 12824 and suitable for the Driven

Equipment.

3.9 Type of mounting : As per driven equipment requirement & categorized by IS

2253

3.10 Area Classification : As per the Area Classification indicated in Mechanical

Equipment / package specification.

3.11 Class of Insulation : Fully tropicalised. Class ‘F’ Insulation with Temperature

Rise restricted to Class ‘B’ Insulation.

3.12 Starting Method : L.V. Motors up to and including 15kW rating shall be

suitable for DOL starting. Motors rated above 15kW shall

be suitable for starting with Star-Delta starter.

Motors selected shall provide sufficient starting torque @

80% of rated voltage.




254624-400-SP-ELE -010.doc

VFD & Soft Starter driven L.V. motors shall be designed

accordingly for inverter duty.

Motor including & above 132kW shall be provided with

Soft starters & started on DOL.

3.13 Direction of Rotation : Suitable for Bi-directional Rotation and indicated by means

of double headed arrow.

4. CONSTRUCTION

4.1 Windings

4.1.1 Insulation and bracing

Motors shall be provided with dual coat winding wires with Class F insulation with Class B

temperature rise. The winding shall be tropicalized. The winding shall preferably be vacuum

impregnated. Alternatively the winding shall be suitably varnished, baked and treated with

epoxy gel for operating satisfactorily in humid and corrosive atmospheres.

Winding shall be adequately braced to prevent any relative movement during operation. In this

respect, particular care shall be taken for the stator windings for direct on-line starting squirrel

cage motors. Insulation shall be provided between coils of different phases which lie together.

Core lamination must be capable of withstanding burnout for rewind at 4000C without damage

or loosening.

In case of motors driving equipment with pulsating loads, special care shall be taken for the

joints of rotor bars and end rings to avoid premature failures due to induced fatigue stresses.

4.1.2 Winding Connection

All motors shall be with six terminals and suitable links to connect them in star or in delta except

for motors rated up to and including 2.2 kW which can be provided with three terminals.

All terminals shall be thoroughly insulated from the frame with material resistant to tracking.

The ends of the windings shall be brought out into a terminal box. These shall be terminated by

means of terminals mounted on an insulating base made of non-hygroscopic and non-flammable

material.

4.1.3 Terminal Box




254624-400-SP-ELE -010.doc

a. Terminal box shall be of Cast iron.

b. Six Terminals with shorting links to be provided.

c. To be preferably located on top with side extension box for changing to LHS / RHS at site by

opening only eye bolts. No special skill/tool is required to change the terminal box location at

site.

d. Terminal box can be rotated in steps of 90° in each position to allow cable entry from any

side.

e. The terminal box shall be of robust construction and large enough to facilitate easy

connection of the cables. The terminal box shall be with necessary clearances, creepage

distances between live parts and between live parts to earth considering air insulation and

without any compound filling. Terminal box cover shall be provided with handles to facilitate

easy removal. However, for terminal box covers weighing less than 5 kg., terminal box covers

without handles can be accepted.

f. All flameproof motors shall have ‘Ex-d’ type terminal box.

g. An adequately sized 1 No. earth terminal shall be provided in the motor terminal box.

h. If required one frame size higher terminal box shall be provided from cable termination point

of view.

i. Separate terminal box shall be provided for Space Heaters / Thermistor.

j. Main Terminal box shall be capable of withstanding internal short circuit conditions without

danger to personnel or plant from emission of hot gases or flame or due to excessive

distortion or damage to the terminal enclosure.

k. Equipment and accessories provided shall confirm to the hazardous area classification and the

environmental conditions as specified in the motor data sheet.

4.1.4 Cable Entries

To suit power cables of 1.1 kV grade, XLPE insulated, multi stranded, single/multi core, Copper /

Aluminium conductor (Upto 6 sq.mm Copper), steel/wire armoured, Extruded PVC inner

sheathed & Extruded FRLS PVC outer sheathed Cables confirming to IS 7098 (Part-1).

Cable sizes will be conveyed to successive vendor later.

Motor space heater cables shall be 1.1 kV grade 2C x 4 sq.mm copper conductor, XLPE

insulated, multi stranded, armoured cable, unless otherwise specified.

Cable glands & lugs are excluded from motor vendor’s scope.

4.1.5 Phase Marking

Appropriate phase markings as per IS shall be provided inside the terminal box. The marking

shall be non-removable and indelible.

4.2 Motor Casing and Type of Enclosure

All motors shall be Energy efficient motors EFF1 type.

Motors for use in safe areas shall be industrial type meeting the specified ambient conditions,

starting & operating requirements.




254624-400-SP-ELE -010.doc

Motors for use in hazardous areas (zone-1 or zone-2) shall have type of protection ‘Ex-d’

suitable for gas group IIA/IIB and temperature class T3 (Certified by CMRI Dhanbad) and shall

meet the requirements of applicable Indian standards.

The minimum degree of motor enclosure including terminal boxes and bearing housing shall be

IP 55 as per IS.

Motors for outdoor use shall be suitable for installation and satisfactory operation without any

protective shelter or canopy.

All internal and external metallic parts, which may come into contact with cooling air, shall be

of corrosion resistant material or appropriately treated to resist the corrosive agents which may

be present in the atmosphere. Screws and bolts shall be of rust proof material or protected

against corrosion.

Unless otherwise agreed, motors shall have standard frame sizes for various output ratings as

stipulated in IS.

4.3 Bearing and Lubrication

Motors shall have grease lubricated ball or roller bearings. In all cases, the bearings shall be

chosen to provide a minimum L-10 rating life of 5 years, (40,000 hours) at rated operating

conditions (The L-10 rating life is the number of hours at constant speed that 90% of identical

bearings will complete or exceed before the first evidence of failure).

Unless otherwise specified, the bearings shall be adequate to absorb axial thrust produced by the

motor itself or due to shaft expansion.

In cases such as pumps for hot liquids where the driven equipment operates at high temperatures,

bearings shall be cooled by a shaft mounted fan. This shall ensure efficient ventilation of the

bearing and disperse the heat transmitted from the driven equipment by conduction or

convection.

Bearings shall be capable of grease injection from outside without removal of covers with

motors in the running conditions. The bearing boxes shall be provided with necessary features to

prevent loss of grease or entry of dust / moisture e.g. labyrinth seal. Where grease nipples are

provided, these shall be associated, where necessary, with appropriate located relief devices

which ensure passage of grease through the bearings.

Pre-lubricated sealed bearings may be considered provided a full guarantee is given for 4 to 5

years of trouble-free services without the necessity of re-lubrication.

4.4 Cooling System

All motors shall be self ventilated, fan cooled, fans shall be corrosion resistant or appropriately

protected. They shall be suitable for motor rotation in either direction without affecting the

performance of the motor. If this is not possible for large outputs, it shall be possible to reverse

the fan without affecting the balancing of the motor.

For motors operating in hazardous area, the fans shall be of an anti-static non-sparking material.

4.5 Rotor

The rotor shall be of squirrel cage type, dynamically balanced to provide a low vibration level

and long service life for the bearings. The accepted values of peak to peak vibration amplitudes

for a motor at rated voltage and speed on a machined surface bedplate with the motor levelled




254624-400-SP-ELE -010.doc

and with a half-key or coupling fitted shall not exceed those given in IS. Die cast aluminium

rotors for motors in hazardous areas may be accepted provided the same are type tested and

approved by competent authorities.

4.6 Shaft Extension

Motors shall be provided with a single shaft extension with key-way and full key. Motor shaft

shall be sized to withstand 10 times the rated design torque.

4.7 Lifting Hook

All motors weighing more than 30 kg. shall be provided with lifting hooks of adequate capacity.

4.8 Earthing

Two external Earthing Terminals located preferably on diametrically opposite sides with

necessary nuts & spring washers shall be provided.

5. MISCELLANEOUS ACCESSORIES

5.1 Anti-Condensation Heaters

All motors rated 30 kW & above shall be provided with 240V anti-condensation heaters, sized

and located so as to prevent condensation of moisture during shut-down periods. Motors rated

below 30 kW shall be provided with anti-condensation heaters only if specified in the motor data

sheet. The heaters shall permanently remain ‘ON’ when the motor is not in service and as such

shall not cause damage to the windings.

For motors installed in hazardous atmospheres (zone-1 or zone-2), heaters shall confirm to the

motor classification.

The heater leads shall be brought out to a separate terminal box of the same specification and

grade of protection as the main terminal box.

A warning label with indelible red inscription shall be provided on the motor to indicate that the

heater supply shall be isolated carrying out any work on the motor.

5.2 Name Plates

A stainless steel name plate manufactured from series 300 stainless steel and having information

as per IS shall be provided on each motor.

In addition to the motor rating plate, a separate motor plant equipment number plate (i.e. motor

tag number) shall be fixed in a readily visible position.

Additional information as stipulated in applicable Indian standards shall be included in the name

plate for motors for use in hazardous atmospheres.

5.3 Thermistors

Thermistors shall be provided for motors rated 30 kW & above and all VFD driven motors.

6. PAINTING

Internal and external parts of the casing and all metal parts including the canopy likely to come

in contact with the surrounding air shall be protected with anti-acid paint that will resist the

specified environment conditions. (Ref. Specification for painting : Piping & Equipment Doc.

No. 256324-500-SP-PIP-003).




254624-400-SP-ELE -010.doc

All external surfaces of the motor and its canopy shall be given a coat of French Blue No.

166(IS-5) paint.

Motor base shall be painted with Dark Admiralty Grey No. 632 (IS-5) paint.

7. PERFORMANCE DETAILS

7.1 Starting Current

600% of Full Load Current for DOL driven

300% of Full Load Current for VFD Driven

In particular cases, when the starting current is to be limited or when the starting is with reduced

voltage, care shall be taken such that the design values of torque meets the load requirement.

7.2 Noise

The permissible noise level shall not exceed as stipulated in IS 12065.

7.3 Vibration

Motor Vibration shall be within the limits of IS 12075.

7.4 Starting Time

Starting Time calculations shall be based on operating condition specified on pump data sheet

e.g. Open valve conditions / Closed valve conditions, at No load/Under load, as applicable.

7.5 Re-acceleration

Motors shall be designed for re-acceleration under full load after a momentary loss of voltage

with the residual voltage being 100% and is in phase opposition to the applied voltage.

7.6 Number of sequential starts

At any voltage between 80 % and 100 % rated voltage, motors shall be capable of :

• Three consecutive starts with the motor at maximum ambient temperature

• Two consecutive hot starts or three equally spaced starts with the motor at full load

operating temperature.

Between consecutive starts the motor may be assumed to decelerate under operating conditions.

7.7 Critical speeds

The first actual critical speed of stiff rotors shall not be lower than 125% of the synchronous

speed. For flexible rotors this shall be between 60% and 80% of the synchronous speed, the

second actual critical speed shall be above 125% of the synchronous speed.

8. INSPECTION & TESTING

Routine tests as per IS shall be witnessed by the Purchaser / Owner at Vendor’s Works. Type

Tests certificates to be furnished for each rating / type of motor along with offer.




254624-400-SP-ELE -010.doc

9. STATUTORY APPROVAL

9.1 Motors shall be acceptable to Local Statutory Authorities & certified by CMRI, Dhanbad.

Certificate to be submitted along with offer.

9.2 The motors shall also conform to the provision of Indian Electricity rules and other statutory

regulations currently in force in the country.

10. LIST OF STANDARDS

a) IS 5 – 2004 : Colours for ready mixed paints & enamels

b) IS 325 – 1996 : These Phase Induction Motors.

c) IS 1231 – 1974 : Dimensions of three phase foot mounted induction motors

d) IS 1271 – 1985 : Thermal evaluation and classification of electrical

insulation.

e) IS 2148 – 2004 : Flameproof enclosures of electrical apparatus

f) IS 2253 – 1974 : Designation for type of construction and mounting

arrangement of rotating electrical machines

g) IS 4029 – 1967 : Guide for testing three phase induction motors

h) IS-4691 – 1985 : Specification for Degree of Protection provided by

enclosure for Rotating Machinery.

i) IS 4722 – 2001 : Specification for Rotating Electrical Machine.

j) IS 4728 – 1975 : Terminal Marking and direction of rotation for Rotating

Electrical Machine.

k) IS 4889 – 1968 : Method of Determination of Efficiency of Electrical

Rotating Machinery.

l) IS 5571 - 2000 : Guide for selection of Electrical Equipment for

Hazardous Areas

m) IS 6362 – 1995 : Designation of methods of cooling of rotating electrical

machines

n) IS 7098(Part-1) – 1988 : Crosslinked Polyethylene Insulated PVC Sheathed Cables

(Part-1) for working voltage upto & including 1100V

o) IS 7816 – 1975 : Guide for testing insulation resistance of rotating

machines

p) IS-8223 – 1999 : Dimensions and Output Ratings for foot mounted rotating

Electrical Machines with frame number 355 to 1080.

q) IS 8789 – 1996 : Values of performance characteristics for three phase

induction motors




254624-400-SP-ELE -010.doc

r) IS 12065 – 1987 : Permissible limits of noise level for Rotating Electrical

Machine.

s) IS 12075 – 2007 : Mechanical Vibration of Rotating Electrical Machine.

t) IS 12360 – 1988 : Voltage bands for electrical installation including

preferred voltage & frequency

u) IS 12802 – 1989 : Temperature rise measurement of rotating electrical

machines.

v) IS 12615 – 2004 : Energy Efficient Induction Motors – Three Phase Squirrel

Cage

w) IS 12824 – 1989 : Type of duty & classes of rating assigned to Rotating

Electrical Machine.

x) IS 13408 – 1992 : Code of practice for selection, installation and

maintenance of electrical apparatus for use in potentially

explosive atmospheres

y) IS 13529 – 1992 : Guide on effects of unbalanced voltages on the

performance of three phase cage induction motors

z) IS 13555 – 1993 : Guide for selection & application of three phase induction

motors for different types of driven equipment

aa) IS 14280 - 1995 : Mechanical vibration- Balancing shaft & fitment key

conversion.




254624-400-SP-ELE -010.doc

ANNEXURE - I

Data to be furnished by Mechanical Equipment Vendor along with offer for each Drive.

1. Driven Equipment Number :

2. Driven Equipment Description :

3. kW Rating of Motor :

4. Absorbed kW of Driven Equipment :

5. Motor Voltage :

6. Speed / No. of Poles :

7. Type of Mounting :

8. Drive Transmission :

9. Gas group / Temp. Class of Driven Equipment :

10. Area classification of motor :

11. Speed / Torque Curve for Driven :

Equipment at Motor Speed

12. Driven Equipment GD² at rated speed :

and referred Motor Speed

13. Starting and Running duties required :

for the Driven Equipment

14. Extension of Shaft :

15. Type of Motor :

16. Starting Time and Torque limitation, if any :

17. Starting Duty :

18. Direction of Rotations :

(Looking from Motor End)




254624-400-SP-ELE -010.doc

ANNEXURE - II

Data to be furnished by Motor Vendor along with offer 1. Driven Equipment Number & description :

2. Driven Equipment Type :

3. Duty :

4. Manufacturer :

5. Motor Type :

6. Gas group / Temperature class :

7. Frame Size :

8. Type of Enclosure :

9. Mounting :

10. Insulation Class :

11. Direction of Rotation :

(Looking from Motor End)

12. Output (kW) :

13. Voltage (V) :

14. Speed / No. of Poles :

15. Detail Information as under to be furnished

Current Efficiency PF Speed

i Full Load :

ii. 75% Load :

iii. 50% Load :

iv. No Load :

16. Starting Current and Torque at

Starting Current Torque

i 100% of rated voltage :

ii. 90% of rated voltage :

iii. 80% of rated voltage :

17. Locked rotor current as percentage of FLC :

18. Locked rotor withstand time : Hot (Sec) Cold (Sec)

19. “tE” time (for classified motor) :

20. Locked rotor power factor :

21. Maximum rotor temperature at the end of :

safe stalling

22. Bearing details for driving and non-driving :




254624-400-SP-ELE -010.doc

end bearing DE side NDE side

i. Make

ii. Type

iii. Number

iv. Life of bearing

v. Type of Lubrication

vi. Qty of lubricant in case of re-lubricate :

vii. Duration after which re-lubrication required

23. Type of Rotor :

24. Type of Lubrication :

25. Permissible Starting Duty :

26. Acceleration time under the specified load

Condition (in Seconds)

i. VFD Starting-Assuming starting current :

equal to three times of full load current

ii. VFD Starting-Assuming starting current :

equal to two times of full load current

iii. DOL Starting :

iv. Star-Delta Starting :

27. Provision of Space Heater (Watts / Volts) :

and Thermistors

28. GD² of Motor (Kg. m²) :

29. Weight of Motor (Kg.) :

30. Terminal box type / size :

31. Cable Size and Nos. that can be easily :

terminated in cable box and No. of entries

provided in cable box.

32. Speed Vs Torque, Efficiency, Power factor :

characteristic and starting Characteristic,

current / time curves to be furnished for motor.

33. Thermal withstand characteristic curves :

(Hot as well as cold) to be furnished with

100% and 80% of rated voltage.

34. Motor Thermal Time Constant :

(In Minutes)

35. Maximum allowable negative phase :

Sequence current (For Motors rated above 90 KW)

Sheet 1 of 31

PIPING MATERIAL

Hindustan Petroleum Corporation Ltd Mott MacDonald Consultants (India) Pvt. Ltd.

Visakha Dispatch Station Kothari House, CTS No. 185

VR-ATP Area, Naval Base Post Off Andheri - Kurla Road

Visakhapatnam - 530 014 Andheri (East)

Andhra Pradesh Mumbai - 400 059

SPECIFICATIONS



Doc No:254624-400-SP-PIP-001 Rev: 0


Pumps_API\RETENDERING\Working\Mechanical\254624-400-SP-PIP-001 Rev 0

Sheet 2 of 31

PIPING MATERIAL

Issue and Revision Record:

B

SPECIFICATIONS

SNA

SNA

Client

ReIssued For Approval

Doc No:254624-400-SP-PIP-001 Rev: 0

Originator Checked Approved Description



Rev Date

254624

HINDUSTAN PETROLEUM CORPORATION LTD

MMCI Project No.

A 13/03/2009 HBS SGN/JP

Group Disclaimer

C SNAJSP

Issued For Approval

ReIssued For Approval

27/07/2009 HBS MAW/JP

22/01/2010 SAB

SNA Issued for Execution0 25/03/2010 GVC JSP

"This document has been prepared for the titled project or named part thereof and should not be relied upon or

used for any other project without an independent check being carried out as to its suitability and prior written

authority of Mott MacDonald being obtained. Mott MacDonald accepts no responsibility or liability for the

consequences of this document being used for a purpose other than the purposes for which it was commissioned.

Any person using or relying on the document for such other purpose agrees, and will by such use or reliance be

taken to confirm his agreement, to indemnify Mott MacDonald for all loss or damage resulting therefrom. Mott

MacDonald accepts no responsibility or liability for this document to any party other than the person by whom it

was commissioned.



Document No: 254624-400-SP-PIP-001 Rev. 0

DESCRIPTION : PIPING MATERIAL SPECIFICATION JOB NO : 254624

PROJECT NAME: VISAKH MARKETING INSTALLATION RESITEMENT PROJECT Sheet : 3 OF 31

WHITE OIL TERMINAL

REVISION NUMBER

No of Shts A B C D

1 6

2 4

3 4

4 3

5 3

6 4

7 3

8 1

SR. NO. No of Shts

1 5

Annexure-I

A20A0 28-30

24-27

21 - 23

18 - 20

A09E0

A01G4

SR. NO. DESCRIPTION

General Notes On Piping Specifications

A01G0

PAGE NOS.

A09A2

4 - 9

A09A0 10 - 13

14 - 17

31

PIPING MATERIAL SPECIFICATION

PREPD. BY/DATE

APPRD. BY/DATE

HBS / 13.03.09 HBS/ 27.07.09 SAB/ 22.01.10

CHKD. BY/DATE

REVISION NO. A B C D

SNA / 13.03.09 SNA / 27.07.09 SNA / 22.01.10

SGN / 13.03.09 MAW/JP/ 27.07.09 JSP / 22.01.10

ATTACHMENTS

Piping Material Specification Index 254625-300-SP-PIP-002

DOCUMENT NUMBER



4 OF 31

List of Contents

1 General

2 Pipes

3 Flanges, Spectacle Blinds and Boltings

4 Fittings

5 Gaskets

6 Threads



Doc. No.: 254624-400-SP-PIP-001 Rev: 0

General Notes on Piping Specifications



5 OF 31



Doc. No.: 254624-400-SP-PIP-001 Rev: 0

ALL '0' REVISIONS ARE HIGHLIGHTED IN BOLD



6 OF 31

1

1.1

1.2

2

2.1

2.2

2.3

2.4

2.5

2.6

Pressure class

150# upto & including 24" 26" & larger

2.7

3

3.1

3.2



Doc. No.: 254624-400-SP-PIP-001 Rev: 0

Pipes

Pipe dimensions shall be in accordance with ASME B36.10 for Carbon Steel , ASME B36.19 for stainless

ASME B31.3.& IS 1239 ,IS 3589 & IS 1978 as appixable Only latest editions of standards mentioned

herein shall be referred.

Piping Material Specification sheets for different classes, which are a part of this specifications, show

material to be used. Each specification sheet shall be used within its Pressure/Temperature Range.

General

All materials shall conform to ASTM or API or BS or IS standards as applicable. Design and fabrication

shall conform to American Society of Mechanical Engineers code for Pressure Piping ,”Process Piping”

All distribution/collection headers shall have their dead ends blind flanged.

Above 24” the standard sizes shall be multiple of 2” such that 26”, 28”, 30”, etc. When these sizes are

used on equipments, the connecting piping shall be increased or decreased to standard sizes as close to

equipment as practical.

steel &Alloy Steel pipe and to IS 1239 ,IS 3589 & IS 1978 for CS Pipes as per IS.

Nominal pipe sizes 1 ¼”, 2 ½”, 3 ½”, 5” & 22” shall not be used except where they are required for

Pipes in hydrocarbon services shall be of IS 1978 Yst 240 Electric Welded upto and including 14"

& IS 1978 Yst 240 SAW with 100% Radiography for sizes 16" & above.

connections to mechanical equipment for standard design or where specific velocities must be maintained.

All pipes above sizes 2” shall have bevelled ends. Sizes 1 ½” and below piping shall have plain ends.

Screwed Full Coupling shall be restricted for Instrument connections only (upto 1 ½”).

Except for Galvanised specification, wherein the pipe shall be threaded upto 4" and bevelled for 6" & above

Pipe wall thickness calculations have been based on the following.

class condition line condition

Flanges, Spectacle Blinds and Boltings

Class 150 Flanges (Up to 24” NB excluding 22” NB) shall be in accordance with ASME B16.5

Class 400 flanges shall not be used unless required to match nozzles of standard design equipments

supplied by equipment manufacturers.



7 OF 31

3.3

complete with 2 nuts to facilitate bolt tensioning. Stud bolts shall be threaded full length with two heavy

hexagonal nuts. Length tolerance shall be in accordance with the requirement of table F2 of Annexure F

of ASME B 16.5.

3.4 Smooth finish on flanges shall be 125 Micro-Inch AARH (MAX). Wherever face finish is not mentioned,

it shall be serrated spiral / concentric. In case of RTJ flanges; flange finish shall be extra smooth

3.5 Two jack screws, 180 degrees apart shall be provided in one of the flanges for all Orifice flange

assemblies, and spectacle blind assemblies.

3.6 In place of spectacle blinds for sizes of 14” NB and larger, a pair of spacer and spade may be used for

150# pressure class. These will be purchased as pair / set. Each set will consist of a spacer & spade.

3.7 Permanent hook eye shall be provided on blinds of weight greater than 60 lbs to facilitate changing of rings

3.8 The process of manufacture, heat treatment, chemical and mechanical requirements and marking for all

stud bolts ,m/c bolts, jack screws and nuts shall be in accordance with the codes/standards and

specifications given in the requisition.

3.9 All bolting shall be as per ASME B 18.2.1 for studs and jackscrews and ASME B 18.2.2 for nuts.

3.10 Threads shall be unified (UNC for 1” dia and 8UN for >1” dia ) as per ASME B.1.1 with class 2A fit for

studs and jack screws and class 2B fit for nuts.

3.11 The nuts shall be double chamfered, semi-finished, heavy hexagonal type and shall be made by the hot

forged process and stamped as per respective material specification.

3.12 Heads of jack screws shall be heavy hexagonal type. Jack screw end shall be rounded.

3.13 All austenitic stainless steel bolts, nuts, screws shall be supplied in solution annealed condition unless

specified otherwise in the material specification.

3.14

3.15

3.16

3.17

Flange bolting shall be a fully threaded alloy steel stud bolt with two heavy hex nuts as per the relevant

material standard. All CS stud bolts and nuts shall be hot dip galvanized as per ASTM A153 or



Doc. No.: 254624-400-SP-PIP-001 Rev: 0

Electro galvanised. .Stud bolts shall have full continuous threads & have lengths in accordance with B

Flange bolts shall be tightened evenly and sequentially to impose equal pressure on the gasket and to

avoid distortion or over stressing of equipment.

Unless otherwise specified, ID of weld neck (W.N.) flanges shall match the connecting pipe I.D and its

16.5 with the provision that a minimum of one thread & a maximum of three threads outside each nut &

thickness while bore of socket weld (S.W.) flanges shall match the connecting pipe O.D and its thickness.

When specified as galvanised, the studs, m/c bolts and nuts shall be hot dip zinc coated in accordance

with requirements of class C of ASTM A 153 or Electro galvanised.

Colloidal molybdenum disulphide or other approved lubricant shall be applied to all Flange bolts faces

before the joints are assembled.



8 OF 31

3.18

3.19

3.19.1 The dimensions of spectacle blinds, spacer and blinds shall be as per the ASME B 16.48.

Spectacle blinds/spacers and blind for sizes and ratings not available in ASME B 16.48, shall be supplied

as per manufacturer standard and the design shall be submitted to the company for review and approval.

The corrosion allowance etc. shall be as per the respective piping class.

3.19.2 The hydraulic bolt tensioning shall be applied for bolt diameters of 2” & above in 150 lbs rating.

4 Fittings

4.1 All fittings in process services shall be seamless in construction unless otherwise specified.For utility

and Category-D services, seamless fittings shall be used upto 14" & welded ones for 16" & above.

4.2 All pipe fittings specified as galvanized shall be hot dip galvanized with a minimum of 763 grams of

galvanizing material per square meter of surface area, in accordance with ASTM A153.

4.3 When two dissimilar piping materials are in contact, an insulating gasket kit or sacrificial spool piece of

minimum 600 mm shall be provided.

4.4 All unions 1” and larger shall comply with BS 3799.

4.5 The thickness of reducing fittings shall match the wall thickness of the higher schedule pipe wall.

4.6 Fittings shall have at least the same nominal wall thickness as the pipe to which they attach. Welded

fittings materials shall be compatible with the piping material.

4.7 Fittings 1-½” and smaller shall be socket welded unless otherwise stated.

4.8

4.9

4.10

4.11

4.12

4.13

5

5.1

5.2

material.



Doc. No.: 254624-400-SP-PIP-001 Rev: 0

Changes in directions of piping shall normally be made by, socket welded or butt welded long radius (LR)

elbows in accordance with the Piping Material Specification.

When rating changes occur at flanged joints both the flange shall be of higher rating if they are of same

Fittings 2” and larger shall be butt welded unless otherwise stated.

Gasket materials must be such that the internal fluids shall have no harmful or corrosive effects on them.

All instrument air and fuel gas connections shall be from the top of the header and all water (Liquid)

connections from bottom or centrally, horizontally w. r. t. the header pipe.

Gaskets

Gaskets or seals, when provided for end closure shall be self sealing and suitable for service conditions.



9 OF 31

5.3

5.4 All gaskets shall conform to the codes/standards and specifications given in the requisition. Deviations

if any shall be clearly highlighted in the quotation.

5.5

5.6

5.7 Gaskets

5.7.1 Gaskets for Raised Face flanges shall be non asbestos in accordance with ASME B16.20,

5.8

5.8.1 Non metallic flat gaskets for pipe flanges : ASME B 16.21

5.8.2 Metallic gaskets for piping, double jacket corrugated & spiral wound : ASME B 16.20

5.9

6

6.1

6.2

6.3

6.4

with the requirements of the manufacturer’s standards.



Doc. No.: 254624-400-SP-PIP-001 Rev: 0

The process of manufacture dimensions and tolerances not specified in requisition shall be in accordance

Threads

All pipe threads, coupling and plug threads shall be NPT in accordance with ASME B1.20.1.

Threaded piping is restricted to 4 inch and smaller for any service up to 19.33 kg/cm2g (275 psig) design

pressure. However no such connections are permitted on Hydrocarbon service piping.

Threaded nipples and caps shall be used for instrument connections and hydrostatic vent & drains.

All threaded joints irrespective of pressure and temperature on lines carrying toxic fluid shall be seal

welded with a full strength fillet weld

Asbestos or asbestos containing gaskets shall not be used.

All gaskets shall be supplied as per the following codes:

All spiral wound gaskets shall be supplied with C.S. outer centring ring.



PIPE

FITTINGS

XX

XX

65 65

10.5

REDUCER CONC.

TE0513BBA

RC0531BBA

RC0423BBA

REDUCER ECC.

DESIGN TEMPERATURE (°C)

DESIGN PRESSURE (Kg/cm²g)

RC0529BBA

TE0403BBA

EF0119AAA

RC0529BBA

ASME B36.10

RE0423BBA

EF0513BBA

TE0119AAA

10.5 10.5

IS 1239 (Black), Cont. Welded

3000#

REDUCER CONC.

ASTM A234 Gr WPB, SMLS

3000#

EQUAL TEE

ASTM A105

SCH 40

150#

ASME B16.11

REMARKS

ASME B36.10

SAB / 22.01.10

APPROVAL

B

MAW/JP / 27.07.09SGN / 13-03-2009

BW

SW

BW

BW

BW

BW

HINDUSTAN PETROLEUM CORPORATION LTD.

PIPING CLASS: A09A0

SWD COC FWARW SW FW

254624


PROJECT-WHITE OIL TERMINAL

0

OF 3110

PROJECT NAME

REV. No.

MATERIAL

ASTM A106 GR B, SMLS

SCH. / THK.

RATING

RATING65 65 65

3.53.5

ENDS

ASME B16.9

ASME B16.9

Heavy

ASTM A106 GR B, SMLSSCH 80

6.35 mm

IS 1239-1BE

SCH 40

ASME B36.10

NOTESDIMENSIONAL

STANDARD

1/2"- 1 1/2"EQUAL TEE

PIPE

EL0403BBA ELBOW 90 DEG

PE0302AAA

NE0302EAA

EL0119AAA

NIPPLE

ELBOW 90 DEG

SIZE RANGE (NB)

RE0423BBA

EF0403BBA

1/2"- 1 1/2"

2" - 6"

RC0423BBA

RC0423BBA

1/2"- 1 1/2"

ITEM CODE

SNA / 13-03-2009

JSP / 22.01.10

APPR. BY / DATE

8"- 18"

8"- 18"

REDUCER CONC.

ELBOW 45 DEG

ELBOW 90 DEG

ELBOW 45 DEG

ASTM A105

POE - TOE

SWASTM A105


BWASTM A234 Gr WPB, WELDED

1/2"- 1 1/2"

1/2"- 1 1/2"

BW

6.35 mm

1/2"- 1 1/2"

PESCH 80

IS 3589 Fe 410, ERW BE

CHKD. BY / DATE

16"x( 8" to 14")

A

SCH 40 x SCH 40

REDUCER CONC.

RC0531BBA REDUCER CONC. 18"x( 10" to 16")6.35 mm X 6.35

mm

REDUCING TEE

8"- 18"EQUAL TEE

RC0531BBA

REDUCER CONC.

RC0531BBA

RC0531BBA

12"x( 8" to 10")

8"x( 4" to 6")

3" x 2"

SCH 40 x SCH 40

6.35 mm x SCH 40

6"x( 3" to 4")

6.35 mm X 6.35

mm

6.35 mm x SCH 40

REDUCER CONC.

REDUCER CONC.

REDUCER CONC.

10" x 8"

10"x( 4" to 6")

4"x( 2" to 3")

REDUCER CONC.

6.35 mm x SCH 40 ASTM A234 Gr WPB, WELDED

6.35 mm X 6.35

mm

3000#

ASTM A234 Gr WPB, WELDED

6.35 mm X 6.35

mmASTM A234 Gr WPB, WELDED

6.35 mm x SCH 40


PREP. BY / DATE HBS / 27.07.09

REDUCER ECC. SCH 40 x SCH 40

REVISION

4"x( 2" to 3")

HBS / 13-03-2009

ISSUED FOR

12" x 6"REDUCER CONC.

3" x 2"

COMMENTS

14"x( 8" to 12")6.35 mm X 6.35

mmREDUCER CONC.

RC0531BBA

PIPEPE0112BCA

PE0213BAA

TR0119AAA

RC0531BBA

EL0513BBA

2" - 6"


SERVICERAW WATER, SERVICE WATER, FILTERED WATER , STROM WATER DRAIN, CONTINUOUS OIL

CONTAMINATION DRAIN, FIRE WATER

CLIENT :SHEET NO. :

SPECIFICATION NUMBER

254624-400-SP-PIP-001

1.6 mm

PR :20kg/cm²g,

TEMP: 38°C

CORROSION ALLOWANCE

GOVERNING DESIGN

CONDITION

PROJECT No.


TYPE

PIPE 8"- 18"

2" - 6"

2" - 6"

ELBOW 45 DEG

SERVICE CODE

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASTM A234 Gr WPB, WELDED6.35 mm

ASME B16.9

SCH 40 x SCH 40


BW

BW

BW


SW

SCH 40 x SCH 40

6.35 mm

3000#

ASME B16.11

ASME B16.9

BW

BW

BW

ASME B16.11

ASME B16.9

ASME B16.9

ASME B16.9

SCH 40

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

D

BW

BW

ASME B16.9


BW

BW

ASTM A105 SW





ASTM A234 Gr WPB, WELDED BW

C


R = 1.5D

R = 1.5D

R = 1.5D

R = 1.5D

ASME B16.11

ASME B16.9

14" x 6"

SNA / 22.01.10SNA / 27.07.09


APPROVAL

BW ASME B16.9

ASTM A234 Gr WPB, WELDED BW ASME B16.9

P:\Andheri\IndiaProject\254624 HPCL- White Oil Terminal\Procurement\Mechanical\Centrifugal Pumps_API\RETENDERING\Working\Mechanical\254624-400-SP-PIP-001 Rev 0

FLANGES

BLINDS

GASKETS

REDUCER ECC.

REDUCER ECC.

RE0529BBA

RE0529BBA

RE0531BBA

REV. No.

BW

SHEET NO. :

BW

BW

BW

MATERIAL

BW

BWASTM A234 Gr WPB, WELDED





DIMENSIONAL

STANDARD

31

PROJECT NAME

254624-400-SP-PIP-001

PROJECT No.

11 OF

ASTM A105

6.35 mm X 6.35 mm

6.35 mm X 6.35

mm

6.35 mm X 6.35

mm

6.35 mm x SCH 4012" x 6"

3"x(1/2" to 1 1/2")

SCH 40 x SCH 80

6.35 mm x SCH 40

SCH 40 x SCH 80

SCH 40 x SCH 80

ASTM A105


ASTM A105

12"x( 8" to 10")

2"x(1/2" to 1 1/2")

REDUCER ECC.

REDUCER CONC. 14"x( 8" to 12")

REDUCER CONC. 16"x( 8" to 14")

REDUCER CONC.

SE0124DAA

SE0124DAA

COUPLING RED

COUPLING FULLFC0119AAA

RK0119AAA

HC0119AAA

SWAGE ECC.

COUPLING HALF

10"x( 4" to 6")REDUCER ECC.

TYPE SCH. / THK.

RATING

8"x( 4" to 6") 6.35 mm x SCH 40

6.35 mm x SCH 40

REDUCER ECC.

6"x( 3" to 4")

ITEM CODE

RE0423BBA

PIPING CLASS: A09A0


ASTM A234 Gr WPB, SMLSSCH 40 x SCH 40

RE0531BBA

REDUCER ECC.

10" x 8"

CLIENT :

SIZE RANGE(NB) NOTES

6.35 mm X 6.35

mm

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9



254624

ASME B16.9

ASME B16.9

ASME B16.9

REMARKS

0

ASME B16.11

MSS-SP-95



ASME B16.9

MSS-SP-95

BW

ASME B16.9

MSS-SP-95

ASME B16.48RF

CP0513BBA

CAP

PG0120CCA PLUG

CP0403BBA

RF

ASME B16.48

ASME B16.48

ASME B16.9

ASME B16.5

SA140AAASPADE FINISH 125-250

µIn AARH

SE0124DAA

BLIND FLANGE ,FINISH

125- 250 µIn AARH, RFFB0140AAA

RE0531BBA

SC0124DAA

SC0124DAA

RE0531BBA

RE0531BBA

RE0531BBA

RE0531BBA

SC0124DAA

RF150#

150#

ASME B16.21

ASTM A105

FT0140AAA

FS0140AAA

FP0140AAA

ASME B16.5

ASME B16.5

ASME B16.5

FP0140AAA

150#

SW ASME B16.11

MSS-SP-95

ASME B16.11

ASME B16.5

ASME B16.11

ASME B16.9

RF

RF

RF

ASME B16.11

SW

MSS-SP-95

BW

ENDS


SW

LEB-SEP

MSS-SP-95LEB-SEP

SW

LEB-SEP

SCRF

LEB-SEP

LEB-SEP

BW

LEB-SEP

BW

RF

NBR, 3 mm, Flat ring to suit RF Flange150#

3000#

3000#

SCH 40 x SCH 80


150#

150# ASTM A105

150#

ASTM A105

ASTM A105

ASTM A105

ASTM A105

ASTM A105

ASTM A105

SWAGE CONC.

3"x(1/2" to 1 1/2")

SWAGE CONC.

SWAGE ECC.

SWAGE ECC.

2"x(1/2" to 1 1/2")

4"x(1/2" to 1 1/2")

SCH 40

SWAGE CONC.

SCH 40 x SCH 80

4"x(1/2" to 1 1/2")

1/2"- 1 1/2"

3000#1/2"- 1 1/2"

CAP 3000#

2" - 18"SORF : FiINISH 125-250

µInAARH

6.35 mm

150# SWRF : FINISH 125-250

µIn AARH

2000#

8"- 18"CAP

14" - 18"

14" - 18"

1/2" - 12"

1/2" - 18"

SPACER: FINISH 125-

250 µIn AARH

SPECTACLE BLIND, RF

, 125-250 µIn AARH

1/2"- 1 1/2"

SB0140AAA

GK0202ABA

SR140AAA

GASKET

1/2"- 1 1/2"

SCH 40 x SCH 80

14" x 6"

ASTM A105


ASTM A105

ASTM A105

ASTM A105

ASTM A105

ASTM A105

ASTM A105

CP0119CAA

2" - 18"

COMPANION FLANGE

WITH TWO NOS. TAPPED

HOLES

1/2"- 1 1/2"

1/2" - 1 1/2"

1/2"- 1 1/2"

2" - 6"

COMPANION FLANGE


HOLES

ASTM A234 Gr WPB, WELDED BW

BW ASME B16.9REDUCER CONC. 18"x( 10" to 16")6.35 mm X 6.35

mmASTM A234 Gr WPB, WELDED

150# ASTM A105 RF

1/2" - 18"


FASTENERS

VALVES

SPECIAL PARTS

VCC1755

PROJECT No.

API 602 10

SW

RFASME B 18.2.1/

ASME B 18.2.2

SW

API 600

254624

0

31

API 600

SW BS EN ISO 17292

BS 1873

SW

API 609,

Category 'A'

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

API 609,

Category 'A'

DOUBLE FLANGED,

ASME B16.5 , 125-250

µIn AARH

DOUBLE FLANGED,

ASME B16.5 , 125-250

µIn AARH

BS 1868 10

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

10

10

BS EN ISO 15761

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

BS EN ISO 15761

10

10

9, 10

Reduced Bore,

Extended Stem Reqd.BS EN ISO 17292 9, 10

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

BS EN ISO 17292

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH2" - 6"

BALL VALVE 2" - 6"

150#BALL VALVE

NOTE 7: PIPE WALL THICKNESS CALCULATIONS ARE BASED ON THE RATED TEMP. & PRESSURE CONDITION ( CLASS CONDITION ) .

NOTE 4: FORGINGS SHALL BE ACCEPTABLE IN LIEU OF PLATE MATERIAL FOR BLIND FLANGES AND SPACER & BLINDS.

Body ASTM A216 Gr.,WCB Ball : SS304 &

Seat : RTFEVBC1429-X


Seat : RTFE

150#

Body ASTM A216 Gr. WCB, SS 316

VBC8212Body ASTM A105 ; Ball : SS304 & Seat :

RTFE

2" - 12"

Body ASTM A105 ; 13% CR Trim

150#

Body ASTM A216 Gr. WCB, 13% CR Trim

8"-12"

HIGH PERFORMANCE

TRIPLE OFFSET

BUTTERFLY VALVE

VCC8221

VFC1629

1/2" - 1 1/2"

2" - 18"

1/2" - 1 1/2"

2" - 18"VGC1421

GLOBE VALVE

VFC1629-X

SPECIAL PARTS

LIFT CHECK VALVE

VGC8211 GATE VALVE

HIGH PERFORMANCE

TRIPLE OFFSET

BUTTERFLY VALVE

GLOBE VALVEVRC8211

VBC1429

BALL VALVE

SWING CHECK VALVE

VRC1411

1/2" - 1 1/2"

VCC1411

GATE VALVE

1/2" - 1 1/2"

VGC1421-L GATE VALVE 2" - 18"

800#

150#

150#

800#

NOTE 9: THESE TAGS ARE NOT AS PER VALVE TAGGING PHILOSOPHY TO TAKE CARE OF THE FLANGE FACING BEING DIFFERENT FROM THE HYDROCARBON SPEC.

NOTE 8: REFER TABLE-1 OF ANNEXURE-І FOR PRESSURE CLASS: 150# BOLTING TABLE



12SHEET NO. :

150# 8

OF


254624-400-SP-PIP-001

Reduced Bore

10

9, 10

Reduced Bore

9, 10 Extended Stem Reqd.

NOTE 2: REFER "GENERAL NOTES DOC NO. 254624-400-SP-PIP-001" ON PIPING MATERIAL SPECIFICATION FOR FURTHER DESCRIPTION .

NOTES:

800#

2" - 18" 150# Body ASTM A216 Gr. WCB, SS 316

NOTE 6: IN GENERAL REFER ASME B16.10 FOR VALVE FACE TO FACE / END TO END DIMENSIONS EXCEPT WAFER TYPE VALVES.

NOTE 3: DELETED

NOTE 5: DELETED

NOTE 1 : REFER " PIPING SPECIFICATION INDEX " DOC NO. 254624-400-SP-PIP-002 Rev D, FOR SPECIAL REQUIREMENT & RADIOGRAPHY ETC.

PROJECT NAME

WAFER, ASME B16.5

WAFER, 125-250 µIn

AARH

NOTE 10: REFER VALVE MATERIAL SPECIFICATION (DOC. NO. 254624-400-SP-PIP-018) FOR DATASHEET.

REV. No.

150#

ASTM A193 GR.B7 / ASTM A194 GR.2H


PIPING CLASS: A09A0






BL0101AAA STUD BOLT / NUTS

DUEL PLATE CHECK

VALVE14" - 18" 150#

Body ASTM A216 Gr. WCB, 13%

CR+STELLITE

150# Body ASTM A216 Gr. WCB, 13% CR Trim

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

800#

CLIENT :

1/2" - 18"

10Locking Arrangement

Reqd

BS 1868 10


LEGEND

HALF COUPLING

PIPE TO PIPE

REINFORCED

BW TEE & REDUCING SWAGE

BW TEES

R

R

R

R R

R

R

R

R

R

RH

R

R

R

R E

H

H

H

H

H

H

H E

R

E

R

RR R R RH H R R

R

E

PP

P

R ER

E

H

1

H

H

T

H

HH

H

H

14

16

H

H

18

HE

AD

ER

SIZ

E

H H

H

H

T

T

H

H

T

E

E

H

H

H

P

P

P

R

H

H

H

R

P E

P

P

P

P

R

P

P

2

E

H

ESH

PH

P

H

12

10

H

T

8

6

4

1 1/2

2

H

T

3

1/2

SIZE

T

3/4 T

14 16 18

H

1/2 3/4

SW TEEST

1 4 121 1/2 6 10

BRANCHING TABLE

8

T

HINDUSTAN PETROLEUM CORPORATION LTD.REV. No.

T

3

BRANCH SIZE

CLIENT :

H

P

ES

R

E



254624-400-SP-PIP-001

PROJECT No. 254624

PIPING CLASS: A09A0 PROJECT NAMEVISAKH MARKETING INSTALLATION RESITEMENT


0

SHEET NO. : 13 OF 31


PIPE

FITTINGS

ASME B16.9

14

PROJECT No.

SHEET NO. :

PROJECT NAMEVISAKH MARKETING INSTALLATION RESITEMENT


REV. No. 0

ASME B16.9

REMARKSNOTES

IS 1978


254624-400-SP-PIP-001

RATING 150#

1.6mm

PRES : 20 kg/cm²g,

TEMP : 38°C

CORROSION ALLOWANCE

GOVERNING RATED

CONDITION

31

R = 1.5D

R = 1.5DASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

SW

BW

BW

ASME B16.9

BW

BW

BW

BW

SW

BW

BW

ASME B16.9

ASME B16.9

ASME B16.9

BW

SCH 20 x SCH 40

ASTM A105

ASTM A234 Gr WPB, WELD



SAB / 22.01.10HBS / 27.07.09

APPROVAL



6.35 mm

SCH 20

SCH 40

3000#


SCH 40 x SCH 40

ASTM A234 Gr WPB, SMLSSCH 40


PIPING CLASS: A09A2

CLIENT : HINDUSTAN PETROLEUM CORPORATION LTD.

14" x 6"

HIGH SPEED DIESEL OIL І & І І, MOTOR SPIRIT OIL І & І І, SUPER KEROSENE OIL, SOFT SUPER KEROSENE OIL,

AVIATION TURBINE FUEL, NAPHTHA, MIINERAL TURPENTINE OIL, HEXANE, ETHANOL, WHITE OIL/SLOP OIL

254624

OF


ASTM A105

7.9 MM

CHKD. BY / DATE

PREP. BY / DATE

APPR. BY / DATE

TR0530BBA REDUCING TEE

REVISION A

14"x(8" to 12")

REDUCING TEE


TR0529BBA 16" x 14"

MAW/JP / 27.07.09SGN / 13-03-2009


TR0527BBA

SNA / 22.01.10

REDUCING TEE

REDUCING TEE

TR0527BBA


REDUCING TEE

REDUCING TEE

REDUCING TEE

TR0423BBA

REDUCING TEE

3" x 2"

1/2"- 1 1/2"TR0119AAA REDUCING TEE

SERVICE

ELBOW 45 DEG 1/2"- 1 1/2"

RATED PRESSURE ( Kg/cm²g ) 20

EL0119AAA ELBOW 90 DEG

PE2133BEA

HSD І & І І, MS І & І І, SKO, SSKO, ATF, NAP, MTO, HEX, ETH, WOSERVICE CODE

TR0423BBA

TR0528BBA

TR0527BBA

EL0505BBA

TE0403BBA

TE0119AAA

EF0535BBA

EL0535BBA

EF0513BBA

EF0505BBA

ELBOW 90 DEG

50 65

19.6 19.12

ELBOW 45 DEG

ELBOW 90 DEG 24"

2" - 6"

8"- 12"

2" - 6"

1/2"- 1 1/2"EQUAL TEE

14" - 20"


MATERIAL

IS 1978 Yst 240, ERW


IS 1978 Yst 240, SAW (100% RAD) BE

PE



BW

POE-TOE


SCH. / THK.

RATING

RATED TEMPERATURE (°C) -29

EL0403BBA

STD

16" - 20"

NE2131EEA

38

20

7.9 MM

14" - 20"

24"

EQUAL TEE

EQUAL TEE

EQUAL TEE

14" - 20"

EL0513BBA

PE2235BEA PIPE 24"

ENDS

BE

PE2131AEA IS 1978 Yst 240, ERW

ITEM CODE TYPEDIMENSIONAL

STANDARD

IS 1978

PE2233BEA PIPE


6.4 MMPIPE 8"- 14"

6.4 MM IS 1978 Yst 240, SAW (100% RAD)

SIZE RANGE

(NB)

R = 1.5D

ASME B16.11

ASME B16.9

ASTM A105 SW

BWASTM A234 Gr WPB, WELD

BW R = 1.5D

IS 1978

ELBOW 90 DEG

1/2"- 1 1/2" 3000#

2" - 6"

IS 1978

BE

BE

IS 1978

IS 1978

1/2"- 1 1/2"

PE2151BEA PIPE 2" - 6"

SCH XS

ELBOW 90 DEG

NIPPLE

SCH 40

1/2"- 1 1/2" SCH XS

PIPE

8"- 12"

SCH 20

BW

BW

ASME B16.9

ASME B16.9

D

BW

BW

BW

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.11



BW

BW

BW ASME B16.9

BW

ASME B16.11

ASME B16.94"x( 2" to 3")

7.9 MM

6.35 mm

BW

SW

BW

SCH 20 x SCH 20

12" x 6"

10"x(4" to 6")

ASME B16.9

SCH 40 x SCH 40

10" x 8"

SCH 40 x SCH 40

SCH 20 x SCH 40

3000#

6"x( 3" to 4")

8"x( 4" to 6")

SCH 20 x SCH 20

JSP / 22.01.10

SNA / 27.07.09

12"x( 8" to10")

R = 1.5DASME B16.9

ASME B16.11

ASME B16.9 R = 1.5D

R = 1.5D

R = 1.5D

6.35 mmELBOW 45 DEG

ELBOW 45 DEG 24" 7.9 MM

EF0403BBA

EF0119AAA

ASTM A105

ELBOW 45 DEG





TE0405BBA EQUAL TEE 8"- 12"

ASTM A234 Gr WPB, SMLSTE0413BBA

SCH 20

TE0435BBA


B

6.35 mm X SCH 20

6.35 mm x SCH 40 ASTM A234 Gr WPB, WELD


SCH 20 x SCH 40

C

6.35 mm X6.35 mm

APPROVALCOMMENTS

3000#

HBS / 13-03-2009

SNA / 13-03-2009

ISSUED FOR


ASME B16.9

254624

ASME B16.9

ASME B16.9

BW

BW

BW

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

BW

BW

BW

BW

BW

BW

BW

6.35 mm x 6.35mm

20"x(14" to 18")

6.35 mm x SCH 20

REDUCER ECC.

6.35 mm x 6.35mm


16"x(8" to 12")

16" x 6"RE0531BBA

RE0530BBA

REDUCER ECC. 18"x(14" to 16")

RE0530BBA REDUCER ECC.

RE0529BBA

REDUCER ECC.

18"x(10" to 12")REDUCER ECC.

REDUCER ECC. 24"x(16" to 20")

20" x 12"


RE0577BBA

ASME B16.9

BW

BW

BW

BW ASME B16.9

BW ASME B16.9

BW

ASME B16.9

ASME B16.9

ASME B16.9

BW

BW








12"x( 8" to10")

RE0527BBA

16" x 14"

14" x 6"REDUCER ECC.

REDUCER ECC.RE0527BBA

REDUCER ECC.

REDUCER ECC.

ASTM A234 Gr WPB, WELD ASME B16.9



BW

BW


ASTM A234 Gr WPB, WELD ASME B16.9

ASME B16.9


BW6.35 mm x SCH 20

SCH 20 X SCH 40

SCH 20 X SCH 20

BW

BW

BW

BW

BW

RC0529BBA

RC0530BBA

RC0577BBA

REDUCER ECC.

RE0530BBA


REDUCER CONC.

18"x(14" to 16")

20"x(14" to 18")

SCH 40 X SCH 40

REDUCER ECC.

REDUCER ECC.

3" x 2"

4"x( 2" to 3")

REDUCER CONC.

24"x(16" to 20")REDUCER CONC.

RE0423BBA

RE0423BBA

RE0530BBA

RE0531BBA

RE0423BBA

RE0528BBA

RE0527BBA

RC0423BBA

RC0423BBA

RC0527BBA

RC0530BBA

RC0528BBA

RC0528BBA

RC0527BBA

RC0527BBA

RC0530BBA

TR0578BBA

RC0423BBA

RC0530BBA

RC0531BBA

RC0529BBA

REDUCER CONC.

6.35 mm x SCH 20

SCH 20 X SCH 40

12" x 6"

10" x 8"

14"x(8" to 12")

6.35 mm x 6.35mm

8"x( 4" to 6")

6.35 mm x SCH 40

10"x(4" to 6") SCH 20 X SCH 40

SCH 20 X SCH 20

SCH 20 X SCH 40

18"x(10" to 12")

14"x(8" to 12")

16"x(8" to 12") 6.35 mm x SCH 20

14" x 6"

6.35 mm x 6.35mm

7.9 mm x 6.35 mm

SCH 40 X SCH 40

6"x( 3" to 4")

6.35 mm x SCH 40

20"x(8" to 12")

12"x( 8" to10") SCH 20 X SCH 20

SCH 20 X SCH 40

SCH 40 X SCH 40

SCH 40 X SCH 404"x( 2" to 3")

20" x 12"

ASME B16.9

BW

BW

ASME B16.9




ASTM A234 Gr WPB, WELD6.35 mm x SCH 20


6.35 mm x 6.35mm ASTM A234 Gr WPB, WELD


REDUCER CONC.

REDUCER CONC.

REDUCER CONC.

REDUCER CONC.

REDUCER CONC.

REDUCER CONC. 16" x 14"

REDUCER CONC.

16" x 6"

REDUCER CONC.

REDUCER CONC.

6.35 mm x SCH 40


RC0529BBA

RC0531BBA

REDUCER CONC.

REDUCER CONC.

REDUCING TEE

REDUCER CONC.

REDUCER CONC.

TR0529BBA

REDUCING TEE

TR0530BBA

TR0529BBA

REDUCING TEE

REDUCING TEE

TR0530BBA

TR0531BBA


REDUCING TEE

ITEM CODE

BW6.35 mm X SCH 40

6.35 mm X SCH 20

PIPING CLASS: A09A2

ENDS

PROJECT NAME

16" x 6"

16"x(8" to 12") ASTM A234 Gr WPB, WELD

0

254624-400-SP-PIP-001

ASME B16.9

ASME B16.9


SCH. / THK.

RATINGREMARKS



NOTESDIMENSIONAL

STANDARD

OF15 31CLIENT :


BW

REV. No.

SHEET NO. :HINDUSTAN PETROLEUM CORPORATION LTD.

ASME B16.9

ASME B16.9

18"x(14" to 16")

6"x( 3" to 4")

PROJECT No.

MATERIAL

ASME B16.9

6.35 mm X6.35 mm

SCH 40 X SCH 40

7.9 mm XSCH 20

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

BW ASME B16.9ASTM A234 Gr WPB, WELD

BW

BW

18"x(8" to 12")

20"x(14" to 18")

6.35 mm X SCH 20

6.35 mm X6.35 mm



24"x(14" to 20")


SCH 20 X SCH 20


8"x( 4" to 6")

10" x 8"

10"x(4" to 6")

24"x(10" to 12")

3" x 2"

REDUCER CONC.




12" x 6" ASTM A234 Gr WPB, WELD

6.35 mm x SCH 40

6.35 mm x 6.35 mm

6.35 mm x SCH 20

SCH 20 X SCH 40

TYPE SIZE RANGE

(NB)

REDUCING TEE ASTM A234 Gr WPB, WELD

6.35 mm X SCH 20

7.9 mm X6.35 mm

REDUCER ECC.

RE0528BBA

REDUCER ECC.

REDUCER ECC.







9.53 mm x 6.35 mm


BW

BW

BW

ASTM A234 Gr WPB, WELD BW



BW

ASME B16.9

BW

BW

BW

ASME B16.9

ASME B16.9

ASME B16.9

BW

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

SCH 40 X SCH 40 ASTM A234 Gr WPB, SMLS


ASME B16.9

ASME B16.9

BW

BW


FLANGES

BLINDS

GASKETS

SS304 SPIRAL WOUND, GRAPHITE FILLER WITH CS OUTER RING, 4.5 mm THK

FASTENERS

VALVES

WO0103BBA WELDOLET

8"

CP0119AAA

CP0120CAA CAP

CAP


ASTM A105

RF

ASME B16.48

5

SW

BS EN ISO 17292

FLANGED TO ASME B16.5 RF,63-125 µIn

AARH

ASME B16.5

ASME B16.20

API 602

NOTES

ASME B16.5

LEB-SEP

REMARKSENDSDIMENSIONAL

STANDARD

MSS-SP-95

LEB-SEP

5

4

OF

0REV. No.


16

PROJECT NAME

CLIENT :SHEET NO. :


PROJECT No.

TYPE ITEM CODE

CAP

CAP

WELDOLET

MSS-SP-95

254624-400-SP-PIP-001

MSS-SP-95

VBC8222

VGC8215-L

VGC1425

BALL VALVE

1/2" - 12"

1/2"- 1 1/2"

1/2" - 24"

GATE VALVE

GATE VALVE

GATE VALVE

2" - 12"

1/2"- 1 1/2"

800#

2" - 16" 150#

SO0119AAA SOCKOLET

SWAGE ECC.SE0124DAA

RK0119AAA

FC0119AAA

SC0124DAA SWAGE CONC.

SE0124DAA SWAGE ECC.

COUPLING RED

CP0505BBA

CP0403BBA

CP0513BBA

CP0539BBA CAP

WO0105BAA

SCH 20

1/2"- 1 1/2" 2000#

8"- 12"

254624

BW

BW

BW

Locking Arrangement Reqd

Locking Arrangement Reqd

ASME B16.48

RF

ASME B16.48

RF

ASME B16.11SCREWED

31

Reduced Bore

800#

Body ASTM A105 ; 13% CR Trim+STELLITED ( Trim No. 5 )

Body ASTM A216 Gr. WCB 13% Cr Trim+STELLITED ( Trim No. 5 )

800#

150#

ASME B 18.2.1/ ASME B 18.2.2


Body ASTM A105 ; Ball : SS304 & Seat : RTFE

Body ASTM A105 ; 13% CR

Trim+STELLITED ( Trim No. 5 )API 602

SW


AARH

ASTM A193 Gr. B7/ ASTM A194 Gr 2H

API 600

SW

RF

5

5

5API 600

ASME B16.9

ASME B16.9

MSS-SP-97

BW

MSS-SP-97

BW

ASME B16.9

SW

ASME B16.5RF

RF

RF

RF

RF

ASME B16.11

ASME B16.9



ASTM A105

150#

150#

1/2"- 1 1/2" 150#

2" - 24"

ASTM A105

1/2"- 24" 150#

6.35 mm




ASTM A105 ASME B16.5

14" - 24" 150#

150#

ASTM A105

1/2" - 24" 150#

ASTM A10514" - 24"

150#

SORF : FINISH 63-125

µIn AARH

GATE VALVE

SPECTACLE BLIND,

FINISH 63-125 µIn AARH

SPADE FINISH 63-125 µIn

AARH

BLIND FLANGE, FINISH 63-

125 µIn AARH

COMPANION FLANGE


HOLES

GASKET

STUD BOLT / NUTS

SPACER: FINISH 63-125

µIn AARH

VGC8215

SR0139AAA

GK0303AAA

1/2"- 1 1/2"

BL0101AAA

SB0139AAA

FB0139AAA

VGC1425-L

SA0139AAA

3000#

SCH 40 X SCH 80

MATERIAL


PIPING CLASS: A09A2

2"x(1/2" to 1 1/2") SCH 40 X SCH 80

1/2"- 1 1/2"

SCH 40 X SCH 80

3"x(1/2" to 1 1/2")

ASTM A105

ASTM A105

3"x(1/2" to 1 1/2") SCH 40 X SCH 80

4"x(1/2" to 1 1/2") SCH 40 X SCH 80

2"x(1/2" to 1 1/2")

ASTM A105

4"x(1/2" to 1 1/2")

SCH 40 X SCH 80

ASTM A105

SCH. / THK.

RATING

SIZE RANGE

(NB)

2" - 6"

3000#

SCH 40

3000#1/2"- 1 1/2"

1/2"- 1 1/2"

ASTM A105

ASTM A105

LEB-SEP

SW

LEB-SEP

ASTM A105

ASTM A105

ASTM A105

ASTM A105

SC0124DAA

COUPLING FULL

SC0124DAA

SWAGE CONC.

SWAGE CONC.

SWAGE ECC.SE0124DAA

CAP

150#

3000#

14" - 20"

24"

2" - 6"

1/2"- 1 1/2"

SCH 40

7.9 mm

1/2" - 24"

FT0139AAA

FS0139AAA

FP0139AAA

SWRF : FINISH 63-125

µIn AARH

SCH 20 ASTM A105

MSS-SP-95

LEB-SEP

ASTM A105

ASME B16.11

MSS-SP-95

LEB-SEP

SW

MSS-SP-95

BW

ASTM A105

SW

ASTM A105

MSS-SP-97

ASME B16.11


LEGEND

BW TEES

HALF COUPLING

PIPE TO PIPE

REINFORCED

WELDOLET

SOCKOLET

SW TEES


5

17

254624


Seat : RTFE

Body ASTM A216 Gr.,WCB Ball : SS304 & Seat : RTFE


Tight shut off

Reduced Bore, Limit switch

Reduced Bore, Locking Arrangement Reqd

REMARKS

5



254624-400-SP-PIP-001

31

0

PROJECT No.

BS EN ISO 17292

5

5

5

DIMENSIONAL

STANDARD

5BS EN ISO 17292

BS EN ISO 17292

OF

VFC1620

HIGH PERFORMANCE

TRIPLE OFFSET

BUTTERFLY VALVE

VCC1415

API 609

150#2" - 24"

VFC1620-L

HIGH PERFORMANCE

TRIPLE OFFSET

BUTTERFLY VALVE

2" - 10" 150#DUAL PLATE WAFER

TYPE

5

5 SWING TYPE

PISTON LIFT TYPE

5VCC1755 CHECK VALVE

VCC8225

BALL VALVE

VRC1415

BALL VALVE

VBC1422-S BALL VALVE

VBC1422-X

GLOBE VALVE

VRC8215 GLOBE VALVE

VBC1422-T

TYPE

BALL VALVEVBC1422-L

BALL VALVEVBC1422

VFC1620-X

VFC1620-S

HIGH PERFORMANCE

TRIPLE OFFSET

BUTTERFLY VALVE

HIGH PERFORMANCE

TRIPLE OFFSET

BUTTERFLY VALVE

SPECIAL PARTS

DOUBLE FLANGED,

ASME B16.5 , 63-125

µIn AARH

5 Extended Stem Reqd

2" - 6"

SIZE RANGE

(NB)

E

3"1 1/2" 2"

S

2"

HE

AD

ER

SIZ

E

W

S

S W

W

6"

14" S S W

W8"

E

150#

S S

5API 609

API 609Locking Arrangement

Reqd5

BS 1873

DOUBLE FLANGED,

ASME B16.5 , 63-125

µIn AARH

BS EN ISO 15761


AARH

BS 1868


AARH

SHEET NO. :

BS EN ISO 17292

BS EN ISO 17292

FLANGED TO ASME

B16.5 RF,63-125 µIn AARH


AARH

150#

DOUBLE FLANGED,

ASME B16.5 , 63-125

µIn AARH

Body ASTM A216 Gr. WCB, Disc: SS316

3"

3/4" T

E

T T

S S ES

1" T

1"

1/2"

3/4"

W

S

S

T

S S

S

S

S

S S

S

S

T

S

T

12" S S

S S

S

4"

10" S

6"

E

S

T

E

T1 1/2"

150#

800#

150#

2" - 6"

2" - 6" 150#

2" - 6"

2"- 16"

150#

8" - 24"


T

SIZE 1/2"

BRANCHING TABLE

H

4"

With Limit switchAPI 609

NOTE 3 : PIPE WALL THICKNESS CALCULATIONS ARE BASED ON THE RATED TEMP. & PRESSURE CONDITION ( CLASS CONDITION ) .

8" - 24"

Body ASTM A105; 13% Cr Trim+STELLITED ( Trim No. 5 )

1/2"- 1 1/2"

5

8" - 24"

150#

150#

8" - 24"

DOUBLE FLANGED,

ASME B16.5 , 63-125

µIn AARH


CHECK VALVE

CHECK VALVE

W

S

S S

S W


S

E

E

E

W

W

E

S W

W

E

E

W EEEE

EW

E

W E

EW

W

W E

E

EW E E

E

W W

E

S W W W

S

EW

24" S S S

S

16" S S

S

18" S

20"

S

S WS W

E

E E

EE

E

E

E E

S

W

E EEE

E

E

E

R

T

ES


18" 20"8" 10" 12"


24"


Reduced Bore, Extended Stem Reqd

PIPING CLASS: A09A2

CLIENT : HINDUSTAN PETROLEUM CORPORATION LTD.

Reduced Bore

NOTES


2" - 6"

PROJECT NAME

150#

Body ASTM A216 Gr.,WCB Ball : SS304& Seat : RTFE

150#

MATERIAL ENDS

REV. No.


NOTES:

FLANGED TO ASME

B16.5 RF,63-125 µIn

AARH


WAFER TYPE


FLANGED TO ASME

B16.5 RF,63-125 µIn AARH

SW





AARH

Body ASTM A105 ; 13% CR Trim+STELLITED ( Trim No. 5 )

E

P

E E

E

E

EE

E

E

14" 16"

SCH. / THK.

RATING

ITEM CODE /

TAG NO.

1/2"- 1 1/2" 800# 5SW BS EN ISO 15761


PIPE

FITTINGS

ISSUED FOR COMMENTS APPROVAL

SNA / 13-03-2009

REVISION

CHKD. BY / DATE

ASME B16.11

ASME B16.11

SCRF

SCRF

ASME B16.11

ASTM A105 (GALVANISED) SCRF

TBE

SCRF

MSS SP-95

ASME B16.11

MSS SP-95

MSS SP-95

MSS SP-95

SCRF

ASTM A105 (GALVANISED)


SCRF

R = 1.5D

TBE

SCRF

SCRF

TBE

TBE

ASTM A105

TBE

TBE

SCRF



0 mmCORROSION ALLOWANCE

ASME B16.11

ASME B16.11

ASME B16.11

ASME B16.11

MSS SP-95

MSS SP-95

SERVICE CODE IA GOVERNING RATED CONDITION

IS 1239 (GALVANISED), ERW

REMARKSNOTES

IS 1239 (GALVANISED), ERW

ENDS

IS 1239-Part 1

19.58 19.12

DIMENSIONAL

STANDARD

NE0112CCG

ELBOW 45 DEG 1/2" - 4"

PRES : 20 kg/cm²g,

TEMP : 38°C

150#

IS 1239-Part 1

MATERIAL

PE0112CCG PIPE 1/2" 1 1/2" Heavy

SCH. / THK.

RATING


2000# ASTM A105 (GALVANISED)

2000# ASTM A105 (GALVANISED)


PIPE NIPPLE

38

RATED PRESSURE (Kg/cm²g) 20 20


SIZE RANGE (NB)

Heavy

EF0120CAG

PE0112CCG PIPE 2" - 4"

1/2" 1 1/2"

EL0120CAG ELBOW 90 DEG

IS 1239 (GALVANISED), ERW TBE IS 1239-Part 1

1/2" - 4" 2000#

SCRF

ASTM A105 (GALVANISED)2000#1/2" - 1 1/2"


SE0124CAG SWAGE ECC.

CP0120CAG CAP

FC0120CAG COUPLING FULL 1/2" 1 1/2"

ASTM A105 (GALVANISED)1/2" - 4" 2000#

2"x(1/2" to 1 1/2") SCH 40 x SCH 80

3"x(1/2" to 1 1/2")



HC0120CAG COUPLING HALF

RK0120CAG COUPLING RED

UNIONUN0120CAG

2000#

2000#

1/2"- 1 1/2"

1/2" - 1 1/2"

SCRF ASME B16.11ASTM A105 (GALVANISED)

SGN / 13-03-2009

HBS / 27.07.09

B

HBS / 13-03-2009

A

MAW/JP / 27.07.09

PG0120CCG

PREP. BY / DATE

1/2" - 1 1/2"

APPR. BY / DATE SNA / 27.07.09 SNA / 22.01.10

SCH 40 x SCH 80

SWAGE ECC.

4"x(1/2" to 1 1/2")SE0124CAG SWAGE ECC.

SE0124CAG

SC0124CAG SWAGE CONC.

SC0124CAG

SC0124CAG SWAGE CONC. 4"x(1/2" to 1 1/2") SCH 40 x SCH 80

SWAGE CONC. 2"x(1/2" to 1 1/2")

3"x(1/2" to 1 1/2")

0

18 OF 31

RATING

SCRM

SCRM

R = 1.5D

ASME B16.11

TR0120CAG REDUCING TEE

TE0120CAG EQUAL TEE 1/2" - 4" 2000#

2000#

SCH 40 x SCH 80

SCH 40 x SCH 80 ASTM A105 (GALVANISED)

SCH 40 x SCH 80


TR0120CAG REDUCING TEE 3" X 2"

REDUCING TEETR0120CAG 4" X (2" to 3")

PROJECT No. 254624

Instrument Air

50


65

CLIENT :

PROJECT NAMEVISAKH MARKETING INSTALLATION RESITEMENT PROJECT-

WHITE OIL TERMINAL

TYPEITEM CODE

REV. No.

SHEET NO. :


PIPING CLASS: A01G0


254624-400-SP-PIP-001

SERVICE

2000#

2000#1/2" 1 1/2"

Heavy

PLUG

ASME B16.11

BS 3799

2000#

C

APPROVAL

SAB / 22.01.10

JSP / 22.01.10


FLANGES

BLINDS

GASKETS

FASTENERS

VALVES

SPECIAL PARTS

FLANGED TO ASME

B16.5 RF, 125 TO 250

µInAARH

Body ASTM A105 ; Ball : SS304 & Seat :

RTFE9

1/2" - 4"

1/2" - 4" ASME B16.5ASTM A105 (GALVANISED) SCRD, RF

FD0140CAG

COMPANION FLANGE


HOLE

FP0140CAG

SCRD. FLANGE, RF FINISH

125 to 250 µIn AARH


ASTM A105 Body, Trim 13% Cr (Trim No. 1)

ASTM A105 (GALVANISED) SCRD, RF

VCC1411 CHECK VALVE

VRC1411

1/2" - 4"

150#

BS 1873FLANGED TO ASME

B16.5 RF, 125 TO 250

µInAARH

ASME B16.48

ASME B16.5

BS 1868

8, 9

9

BS EN ISO 17292

9

CHECK VALVE

BS EN ISO 17292

VRC8111 BS EN ISO 15761

VBC1429

FACE TO FACE OR END TO END DIMENSIONS AS

PER ASME B16.10

FLANGED TO ASME

B16.5 RF, 125 TO 250

µInAARH

9

1/2" 1 1/2"

GLOBE VALVE

VCC8131

GLOBE VALVE

ASTM A216 Gr. WCB Body, Trim 13% Cr ( Trim

No. 1 )2" - 4"

800#1/2" 1 1/2"

2" - 4"

2" - 4" 150#

800#

1/2" - 4" 150#

150#

150#

SCRD

150#

800#

ASTM A193 Gr.B7(GALV) / ASTM A194 Gr

2H (GALV)

ASTM A216 Gr. WCB Body, Trim 13% Cr (Trim

No. 1)

RF

SCRD


Seat : RTFE

ASME B 18.2.1/

ASME B 18.2.27

ASME B16.5

VISAKH MARKETING INSTALLATION RESITEMENT PROJECT-

WHITE OIL TERMINAL

REMARKSNOTES

0

PROJECT No.

SCRD, RF

1/2" 1 1/2"

BL0101AAG STUD BOLT / NUT

VBC8122 Reduced Bore

254624-400-SP-PIP-001

254624

SHEET NO. :

TYPE SIZE RANGE (NB)SCH. / THK.

RATINGENDSMATERIAL


ITEM CODE /

TAG NO.

DIMENSIONAL

STANDARD

CLIENT :


REV. No.

PROJECT NAME


PIPING CLASS: A01G0

31OF19

150#

150#

SPECTACLE BLIND, FINISH


BLIND FLANGE, RF FINISH


SB0140AAG

FB0140CAG

ASTM A105 (GALVANISED)1/2" - 4"

GK0202ABA GASKET

BALL VALVE

BALL VALVE

150#1/2" - 4"

Reduced Bore

9

NBR, 3 mm, Flat ring to suit RF Flange

SCRD, RF

ASTM A105 Body, Trim 13% Cr (Trim No. 1)

BS EN ISO 15761SCRD

ASME B16.21


BRANCHING TABLE

LEGEND

SCREWED TEES (EQUAL / REDUCING)

PIPE TO PIPE

REINFORCEMENT

SCREWED TEE WITH THREADED SWAGE

P

OF

254624

REV. No.

PROJECT No.


WHITE OIL TERMINAL

SCT


4"3"

BRANCH SIZE

NOTES:


NOTE 8: THESE TAGS ARE NOT AS PER VALVE TAGGING PHILOSOPHY TO TAKE CARE OF THE FLANGE FACING BEING DIFFERENT FROM THE HYDROCARBON SPEC.

SHEET NO. :

PROJECT NAME

4" HC

31

3/4"

SCT

1 1/2"

HC3" HC

2" HC



SCT


PIPING CLASS: A01G0

0

1"

CLIENT :

254624-400-SP-PIP-001

20


1"


3/4" 1 1/2"


SCT

HC

SCT

SCT

HC HC SCTHC

HC

SCT

SCT

SCT

SCT

HC

R

SCTTS

SCT

HC SCT

SCT

HALF COUPLING

SCT

H

TS

SCT

2"

NOTE 6: ALL PIPING COMPONENTS SHALL BE HOT DIP GALVANISED AS PER ASTM A153.

HE

AD

ER

SIZ

E

1/2"

SIZE

NOTE 3: SURFACES WHERE GALVANISING HAS BEEN BURNT OFF SHALL BE WIRE BRUSHED AND COLD GALVANISED WITH ZINC COATING COMPOUND.

NOTE 5: SCRM= SCREWED ( MALE ), SCRF=SCREWED ( FEMALE ) & ALL SCREWED CONNECTIONS SHALL BE AS PER NPT.

1/2"


PIPE

FITTINGS


ASTM A105 (GALVANISED) ASME B16.11SCRF

ELBOW 45 DEG 6" SCH 40

8" - 12" 6.35 MM

2000#

SCRF

SCRF

ASME B16.9

ASME B16.9

ASME B16.9

BW

ASME B16.9

SCRF

ASME B16.9

BW

SCRF

ASME B16.11

ASME B16.11

BW

BW



ASTM A234 Gr WPB, SMLS (GALV)

2000#

2000#

ASTM A105 (GALVANISED)2000#

8"x(4" to 6") 6.35 X SCH 40 ASTM A234 GR WPB WELDED (GALV)

SCH 40 X SCH 40 ASTM A234 GR WPB SMLS (GALV)

8" - 12"

6"x(3" to 4")

4"x(2" - 3")

1/2" 1 1/2"

1/2"- 4"

3" X 2"

6"

8" - 12"

ASTM A234 Gr WPB, WELDED (GALV)

EF0120CAG ELBOW 45 DEG 1/2"- 4"

EF0412BBG ELBOW 45 DEG

BWEF0403BBG

ASTM A234 Gr WPB, WELDED (GALV)6.35 MM

SCH 40

ASTM A105 (GALVANISED)2000#TE0120CAG EQUAL TEE

TE0403BBG

6.35 MM

EQUAL TEE

10"x 8"

REDUCER CONC.

6.35 X SCH 40

HBS / 13-03-2009

6"x(3" to 4")

REDUCER CONC.

B

APPROVAL

CHKD. BY / DATE MAW/JP / 27.07.09

PREP. BY / DATE

6"x(3" to 4")

10"x(4" to 6")

10"x8"

A

RC0423BBG REDUCER CONC.

RC0529BBG

ASTM A234 Gr.WPB, WELDED (GALV)

SCH 40 X SCH 40


ASTM A234 Gr.WPB, SMLS (GALV)SCH 40 X SCH 40

6.35 X SCH 40

ASTM A234 Gr.WPB, SMLS (GALV)


6.35 X 6.35 ASTM A234 Gr.WPB, WELDED (GALV)

REDUCING TEE

TR0120CBG

TR0431BBG REDUCING TEE


SERVICE CODE PW, FWA

19.12


PIPING CLASS: A01G4



PROJECT No.


254624-400-SP-PIP-001

254624

PROJECT NAME


ITEM CODE SIZE RANGE (NB)

65

CLIENT :

SERVICE Potable Water, Firewater

TYPE

REV. No.

SHEET NO. :

5038

19.58


MATERIAL ENDS

Heavy

RATED PRESSURE (Kg/cm²g) 20

1/2"- 4"

20

SCH. / THK.

RATING

PE0112CCG PIPE IS 1239 (GALVANISED), ERW SCRM

IS 1239 (GALVANISED), ERW BE

6"

PIPE NIPPLE

SCH 40

1/2"- 4" 2000#ELBOW 90 DEG

NE0112CCG

6"

6.35 MMPE0213BAG PIPE 8" - 12"

Heavy PE0112BCG PIPE


IS 1239 (GALVANISED), ERW1/2" 1 1/2" Heavy

EL0120CAG

EL0403BBG

EL0412BBG ELBOW 90 DEG

ELBOW 90 DEG

TR0120AAG

TE0412BBG EQUAL TEE

REDUCING TEE

ASME B16.11

ASME B16.9

REDUCER CONC. 10"x8"

6.35 X 6.35

6.35 X SCH 40


REDUCING TEE

REDUCING TEE

REDUCING TEE

TR0120CBG REDUCING TEE

RE0423BBG

TR0429BBG

TR0431BBG

TR0423BBG

REVISION

COMMENTSISSUED FOR

APPR. BY / DATE

SGN / 13-03-2009

8"x(4" to 6")

RE0531BBG REDUCER ECC. 8"x(4" to 6")

RC0531BBG

RC0531BBG REDUCER CONC. 10"x(4" to 6")

SNA / 13-03-2009

R = 1.5D

R = 1.5D

OF

IS 1239-Part 1

ASME B36.10

150#

REMARKS

ASME B16.9

ASME B16.11

BW

ASME B16.11



ASME B16.9

R = 1.5D

R = 1.5D

0

21 31

RATING

NOTES

CORROSION ALLOWANCE

DIMENSIONAL

STANDARD

0 mm

GOVERNING RATED CONDITION

PRES : 20

kg/cm²g,

TEMP : 38°C

ASTM A234 GR WPB WELDED (GALV) BW

BW

BW

BW

BW

BW

6.35 X SCH 40

10"x(4" to 6") 6.35 X SCH 40

6.35 X SCH 40

HBS / 27.07.09

SNA / 27.07.09

12"x( 8" to 10")

RC0531BBG REDUCER CONC. 12"x 6"

RC0529BBG

REDUCER ECC.

ASME B16.9

ASTM A234 Gr WPB, WELDED (GALV) BW ASME B16.9

ASTM A105 (GALVANISED) BW

BW

BW

IS 1239-Part 1

IS 1239-Part 1

TBE

IS 3589 Fe 410, ERW (GALVANISED) BE

R = 1.5D

R = 1.5D

BW

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASME B16.9

ASTM A234 Gr.WPB, WELDED (GALV) BW ASME B16.9

ASME B16.9

6.35 X 6.35

SAB / 22.01.10

SNA / 22.01.10

C

APPROVAL

JSP / 22.01.10

ASME B16.9ASTM A234 GR WPB WELDED (GALV) BW

ASME B16.9

ASME B16.96.35 X SCH 40

REDUCER CONC.

6.35 X 6.35

RE0531BBG REDUCER ECC.

RE0529BBG

RE0531BBG

REDUCER ECC.

12"x 6"

BW ASME B16.9

BW

BW

ASME B16.9

RE0529BBG REDUCER CONC. 12"x( 8" to 10") 6.35 X 6.35 ASTM A234 Gr.WPB, WELDED (GALV)


FITTINGS

FLANGES

BLINDS

GASKETS

SWAGE ECC.

1/2" - 1 1/2"

4"x(1/2" to 1 1/2")SWAGE ECC.

4"x ( 2" to 3")

HC0420CAG

SWAGE ECC.

CP0120CAG CAP

CP0403BBG CAP

SE0124CAG

COUPLING HALF

FP0140BAG

FP0140CAG

FD0140BAG

PLUG

FD0140CAG

FP0140AAG

PG0120CCG

FS0140AAG

150#2" - 4"

COUPLING FULL

COUPLING RED

1/2" - 1 1/2"

SCRD. FLANGE, RF:

FINISH 125 to 250 µIn

AARH1/2" - 4"

1/2" - 4" 2000#


µInAARH

UN0120CAG UNION

2" - 4"

1/2" - 4"COMPANION FLANGE


HOLE

COMPANION FLANGE

WITH TWO NOS.TAPPED

HOLES.

2"x(1/2" to 1 1/2")

SCH 40 x SCH 803"x ( 1/2" to 1 1/2")

4"x ( 1/2" to 1 1/2")

FOR IS210 VALVES

3"x(1/2" to 1 1/2")

SCRF

ASME B16.11BW

ASME B16.48

1/2" - 12" ASME B16.5

NBR, FULL FACE TO SUIT FF FLANGES, 3 MM

THICK

SB0140AAG

GASKETGK0202ABA

GK0202BBA

NBR, 3 mm THK, Flat ring to suit RF Flange150#

150#

2" - 4"

6" ASTM A234 Gr.WPB, SMLS (GALV)

8" - 12"

SCH 40

MSS SP-95



OF

0

NOTES REMARKS

FOR IS210 VALVES

FOR IS210 VALVES

31

MSS SP-95

ASME B16.11

SCH. / THK.

RATING

PROJECT No.


SIZE RANGE (NB)

PIPING CLASS: A01G4

HINDUSTAN PETROLEUM CORPORATION LTD.REV. No.

SHEET NO. :


MATERIAL

PROJECT NAME

TBE



TBE

TBE

TBE


TBE


TBE

SC0124CAG

TYPE



COMPANION FLANGE

WITH TWO NOS.TAPPED

HOLES.

FB0140CAG

CAP

SE0124CAG

3" X 2" SCH 40 x SCH 40

4"x ( 2" to 3")

6"x ( 2" to 4") SCH 40 x SCH 80

ITEM CODE /

TAG NO.

SWAGE CONC.

1/2" - 10"

1/2" - 12"

2" - 6"

SCRD. FLANGE, FF:


AARH

GASKET

SPECTACLE BLIND


AARH







ASTM A105 (GALVANISED) ASME B16.5

ASME B16.11

ASME B16.5

SCRF ASME B16.11

SCRD

RF

RF


ASTM A105 (GALVANISED) SCRD

SCRFASTM A105 (GALVANISED)

SCRF

254624

254624-400-SP-PIP-001

RF

RF

RF

ASME B16.21

MSS SP-95

BS 3799

MSS SP-95

ASME B16.11

ASME B16.5

ASME B16.5

ASME B16.5

FF

MSS SP-95

MSS SP-95

BW

ASME B16.11

ASME B16.11

SW

22

MSS SP-95

MSS SP-95

ENDSDIMENSIONAL

STANDARD

TBE

TBE

TBE

SCRF

ASME B16.11

FF

ASME B16.21

2"x (1/2" to 1 1/2")

3000#

6.35 MM

CLIENT :

1/2" - 1 1/2"

1/2"- 1 1/2"

SCH 40 x SCH 80

SCH 40 x SCH 80

2000#






SCH 40 x SCH 80


SCH 40 x SCH 80

SCH 40 x SCH 80

2000#

2000#

SCH 40 x SCH 80


2000#

SCH 40 x SCH 80 ASTM A105 (GALVANISED)


MSS SP-95


ASTM A105

LEB X SET

1/2" - 1 1/2"

6" - 12"

6" - 12" 150#

150#

2000#

150#

150#

150#

150#

150#


CAP

SWAGE CONC.

SE0124CAG

SWAGE CONC.SE0123CAG

SE0123EAG

RK0119AAA

SC0124CAG

SWAGE CONC.

SWAGE CONC.

SWAGE CONC.

SWAGE CONC.

SWAGE CONC.

CP0120CAG

SC0124CAG

CP0413BBG

FC0120CAG

SC0123CAG

SC0123CAG

SC0123EAG MSS SP-95

SEC0123CAG SWAGE CONC. 3" X 2" SCH 40 x SCH 40 ASTM A105 (GALVANISED) TBE MSS SP-95

6"x ( 2" to 4") SCH 40 x SCH 80 ASTM A105 (GALVANISED) LEB X SET MSS SP-95

ASME B16.5

FF


FASTENERS

VALVES

SPECIAL PARTS

BRANCHING TABLE

LEGEND

SCREWED TEES (EQUAL / REDUCING)

PIPE TO PIPE

REINFORCEMENT

BRANCH SIZE

SCT SCTSCT

6"2"

SCT

P E

P P

E

E

HALF COUPLING

SCREWED TEE WITH THREADED SWAGETS

P

R

H

3/4" 1"


STUD BOLT / NUT

3"1 1/2"

IS 210 GR. FG200 Body, High Tensile

BRASS IS 320 ALLOY-1 Trim


2H (GALV)

PIPING CLASS: A01G4

SCTSCTSCT

SCT

TS

H SCT

H

H H

SCT

H

SCT

4"


NOTE 3: SURFACES WHERE GALVANISING HAS BEEN BURNT OFF SHALL BE WIRE BRUSHED AND COLD GALVANISED WITH ZINC COATING COMPOUND.

10"

SCT3/4"

1 1/2"

H

H

SCT

2"

SCT

3" H

10" H

H

H

H

6"

8"

1/2" - 12"

2" - 4"

Flanged to ASME B16.5 FF,

125 TO 250 µInAARH

150#

150#



Flanged to ASME B16.5

RF, 125 TO 250 µInAARH

IS 318 GR LTB2 Body, Bronze Trim SCRD

IS 318 GR LTB2 Body, Bronze Trim



2H (GALV)

150#

150#STUD BOLT / NUT


IS 780

CLIENT :

BL0101AAG

BL0101AAG

2" - 4"

1/2" 1 1/2"

6"-12"

GLOBE VALVE

6"-12"

GLOBE VALVE

2" - 6"

6"-12"

150#

VGI1524

1/2" - 1 1/2"

150#

150#

3000#

GLOBE VALVE

GATE VALVE

150#

VRC1411

3000#1/2" 1 1/2"

2" - 4"VCI1514 CHECK VALVE

PROJECT No.


7 FOR IS210 VALVES

RF

PROJECT NAME

REV. No.

254624-400-SP-PIP-001

31

254624

0

7ASME B 18.2.1/

ASME B 18.2.2

OF23

8BS 1863

API 600

8

8

8

IS 780

ASTM A216 GR WCB, TRIM 13% CRFlanged to ASME B16.5

FF, 125 TO 250 µInAARH



ASTM A216 GR WCB, TRIM 13% CR

IS 778 CL2

8

8

ASME B 18.2.1/

ASME B 18.2.2



8

FACE TO FACE OR

END TO END

DIMENSIONS AS PER

ASME B16.10

8

IS 778 CL2

IS 780

BS 1873

8

8"



HE

AD

ER

SIZ

E

4" H

1"

H

1/2"

SIZE

CHECK VALVEVCC1411

ASTM A216 GR WCB, TRIM 13% CR

3000# IS 318 GR LTB2 Body, Bronze Trim

FF

SCRD

Flanged to ASME B16.5

RF, 125 TO 250 µInAARH


125 TO 250 µInAARH

SCRD


125 TO 250 µInAARH

SHEET NO. :

IS 778 CL2

1/2"


NOTE 6: ALL PIPING COMPONENTS SHALL BE HOT DIP GALVANISED AS PER ASTM A153.

NOTE 5: SCRM= SCREWED ( MALE ), SCRF=SCREWED ( FEMALE ) & ALL SCREWED CONNECTIONS SHALL BE AS PER NPT.

NOTES:

P

SCT

P

P P

P

SCT

SCT

H

H

H

PP

H

H PHH

H

H P

CHECK VALVE

GATE VALVE

VRI1514

VCB7133

VRB7113

VGC1421

VGB7123 GATE VALVE


PIPE

FITTINGS

ASME B 16.9

ASME B 16.9 1,2

ASME B 16.9

1,2ASME B 16.9

RC0529BBA

16"x( 8" -14")

RC0531BBA REDUCER CONC.

PREP. BY / DATE

REDUCER CONC.

A

3000 #

SAB / 15.10.09

MAW/JP 15.10.09

SNA / 15.10.09

REDUCER CONC.

COMMENTS

CHKD. BY / DATE

REDUCER CONC.

SCH 40 X SCH 40

REDUCING TEE

1/2"- 1 1/2"

EQUAL TEE 2" - 3"

EQUAL TEE

BW

ASME B 16.9BW

SW

1,2

1,2

ASME B 16.9

ASME B 16.9

SW

SW

BW

ASME B 16.11

DIMENSIONAL

STANDARD

ASME B36.10

IS 1239-1

ASME B 16.11

1,2

ASME B 16.11

ASME B36.10

6.35MM x 6.35MM

6"x(3" -4")

6.35MM X 6.35MM

BW


BE

POE - TOE

BE

BW

BW

SW

ASTM A 234 Gr. WPB, WELDED

ASTM A 234 Gr. WPB, SMLS

ASTM A 105 SW


16.118

IS 3589 Fe 410, ERW



ASTM A 105

ELBOW 45 DEG

ELBOW 45 DEG

SCH 40

6.35 MM

SCH 40

6.35 MM

REDUCING TEE

REDUCER CONC.

ASTM A 1053000 #

SCH 40 X SCH 40

ASTM A 105


6.35MM x 6.35MM

24"x(16" - 20") 6.35MM x 6.35MM

SCH 40 X SCH 40

6.35MM x SCH 40

1/2"- 1 1/2"

2" X 3"

SNA / 27.07.09

REMARKS

ASME B36.10

MATERIAL ENDS

PE

NOTES

1,2


IS 1239 (Black), Cont. Welded , ERW

B

3000 #

SCH 40 X SCH 40

6.35MM x SCH 40

SCH 40

3000 #

ASTM A 234 GR WPB, SMLS


TE0119AAA

EF0119AAA

EL0403BBA

NE0302EAA

EL0119AAA

EL0513BBA

ITEM CODE

PE0213BAA

PE0302AAA

PE0112BCA

RC0423BBA

RC0531BBA

RC0419AAA

RC0423BBA

RC0523BBA

RC0423BBA

EL0403BBA

REDUCER CONC.

EF0513BBA

REDUCER CONC.

REDUCER CONC.

TR0423BBA

TR0119AAA

TE0403BBA

SERVICE CODE

20

FWA

RATED PRESSURE (Kg/cm²g) 20

50

19.6

RATED TEMPERATURE (°C) -29 15038


1.6 MM

PR : 20 Kg/cm²g,

TEMP: 38°C

CORROSION ALLOWANCE

GOVERNING RATED CONDITION

100


31

0

254624


WHITE OIL TERMINAL

OF24

REV. No.

SERVICE FIRE WATER

PROJECT No.

PROJECT NAMEPIPING CLASS: A09E0

CLIENT : HINDUSTAN PETROLEUM CORPORATION LTD.PAGE NO. :

254624-400-SP-PIP-001

RATING

15.09

175 150#

SCH. / THK. RATING

SCH 80

SIZE RANGE

(NB)TYPE

1/2"- 1 1/2"PIPE

PIPE

1/2"- 1 1/2"

PIPE

NIPPLE

8"- 24"

HEAVY

6.35 MM

3000 #

SCH 80

10" x 8"

ELBOW 45 DEG

1/2"- 1 1/2"

2" - 6"ELBOW 90 DEG

ELBOW 90 DEG

ELBOW 90 DEG

1/2"- 1 1/2"

2" - 6"

4"x(2"-3")

8"- 24"

12" X 6"

3" X 2"

10"x(4" - 6")

8"x( 4"-6")

2" - 6"

8"- 24"

1/2"- 1 1/2"

12"x(8"-10")

14"x(8" -12")


6.35MM x SCH 40

6.35MM x SCH 40 ASTM A 234 Gr. WPB, WELDED


6.35MM x 6.35MM

6.35MM x 6.35MM

14" X 6"

REDUCER CONC.

REDUCER CONC.

ASME B 16.9ASTM A 234 Gr. WPB, WELDED

1,2

1,2

ASME B 16.9

1,2

ASME B 16.9

ASME B 16.9

ASME B 16.9 1,2

ASME B 16.11

ASME B 16.11

ASME B 16.9

1,2

1,2

R = 1.5D

R = 1.5D

R = 1.5D

R = 1.5D

R = 1.5D

1,2

1,2

R = 1.5D

1,2

1,2

1,2

BW

BW

ASME B 16.9

ASME B 16.9

ASME B 16.9

ASME B 16.9

ASME B 16.9

BW

ASTM A 105

C

APPROVAL

D


BW

BW

BW



BW

ASTM A 234 GR WPB, SMLS BW

ASTM A 234 Gr. WPB, WELDED BW


BWASTM A 234 Gr. WPB, WELDED

BW


BW

1,2

1,2

ASME B 16.9

1,2

1,2

1,2

6.35MM x 6.35MM ASME B 16.9

BW

BWREDUCER CONC.

HBS / 27.07.09

20"x( 12" - 18")

RC0531BBA

REDUCER CONC.

RC0529BBA

RC0529BBA

REDUCER CONC.

18"x(10" - 16")

MAW/JP / 27.07.09

APPR. BY / DATE

REVISION

ISSUED FOR

RC0529BBA REDUCER CONC.

REDUCER CONC.

RC0529BBA

RC0529BBA

RC0529BBA


FLANGES

150# RFASTM A 105 ASME B 16.5

ASME B 16.5FF

1,2

ASME B 16.9

ASME B 16.9

ASME B 16.9

1,2

1,2

DIMENSIONAL

STANDARD

SW

BW

BW

ASTM A 105

BW

BW

PG0120CCA

RE0529BBA

SE0124AAA

CP0119CAA

RK0119AAA

BW

RE0531BBA



ENDS

3000 #



SORF : FINISH 125-250 µIn AARH

FT0140AAASWRF : FINISH 125-250 µIn AARH

HC0123AAA

PLUG

CAP

RE0531BBA

RE0529BBA

RE0529BBA

RE0529BBA

RE0529BBA

REDUCER ECC.

1/2"- 1 1/2"

REDUCER ECC.

12" X 6"

12"x(8"-10")REDUCER ECC.

TYPE or DATASHEET

No

1/2" - 3"

REDUCER ECC.

REDUCER ECC.

REDUCER ECC.

SWAGE NIPPLE ECC.

REDUCER ECC. 1,2

0

25

1,2ASME B 16.9

COUPLING RED

SWAGE NIPPLE CONC.






MATERIAL


REDUCER ECC.

REDUCER ECC. 14" X 6"

10" x 8"

6.35MM x 6.35MM24"x(16" - 20")

1/2" - 3"


CAP

SC0124AAA

COUPLING FULLFC0119CAA

CAP

UNION

10"x(4" - 6")

SIZE RANGE(NB)

SCH 40 X SCH 40

6.35MM x SCH 40

6"x(3" -4")

3000 #

PROJECT No.

REV. No.

6.35MM X 6.35MM

6.35MM x SCH 40

6.35MM x 6.35MM

6.35MM x 6.35MM

6.35MM x 6.35MM

6.35MM x 6.35MM

2000#

SCH 40

6.35MM x SCH 40

SCH 40 X SCH 80

6.35 MM

3000 #

ASTM A515 GR. 70

ASTM A 105

2" - 6"

8"- 24"

1/2" - 1 1/2"

2" - 18"

150#

ASTM A105



ASTM A 105

150#

1/2"- 1 1/2"

20" - 24"

1/2"- 1 1/2"

1/2"- 1 1/2"

CP0513BBA

UN0119ABA

FS0240BAA

FS0140AAA

CP0403BBA

ASME B 16.5

ASME B 16.9

ASME B16.11

1,2ASME B 16.9

MSS SP 95


BW

ASME B 16.11

PROJECT NAME

BW

BW

BW

1,2

1,2

ASME B 16.9

ASME B 16.9

ASME B 16.9

1,2


WHITE OIL TERMINAL

254624

1,2

ASME B 16.9


OF

ASME B 16.9

ASME B 16.9

ASME B 16.9

NOTES

254624-400-SP-PIP-001

REMARKS

1/2"- 1 1/2"

1/2"- 1 1/2"COUPLING HALF

1/2"- 1 1/2"

SOFF : FINISH 125-250 µInAARH

BW

BW

SCRD (NPT(F))

BW

SCRF

BW

1,2

6.35MM x 6.35MM

20"x( 12" - 18")

16"x( 8" -14")

18"x(10" - 16")

6.35MM x SCH 40

14"x(8" -12")

SCH 40 X SCH 80 ASTM A 105

ASTM A105

ASTM A 105

SW

SW

ASTM A 105

ASTM A 234 Gr. WPB, WELDED BW

PBE

ASME B 16.11

ASME B16.11

SW

SCRD

ASME B 16.11

PBE

RF

BW

ASTM A 105

ASTM A 105

MSS SP 95

ASME B 16.9

MSS SP 83

ASME B 16.11

31

PIPING CLASS: A09E0

PAGE NO. :

BW ASME B 16.9 1,2

1,2

8"x( 4"-6")

SCH 40 X SCH 40

SCH 40 X SCH 40

SCH. / THK. RATING



1,2


3000 #

3000 #

3000#

ASME B 16.9

RE0423BBA


REDUCER ECC.


RE0529BBA


RE0419AAA REDUCER ECC.

3" X 2"

4"x(2"-3")

ITEM CODE

CLIENT :

RE0423BBA

RE0531BBA

REDUCER ECC.


BLINDS

GASKETS

FASTENERS

VALVES

SPECIAL PARTS

254624

31

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

BS 1873

SW

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

BS 1868

API 600

PAGE NO. :

FF

RF

RF

254624-400-SP-PIP-001

FF

Body: ASTM A105 Trim: 13% CR

Body: ASTM A216 Gr. WCB Trim: 13% CR

RF

RF

SW

Body: ASTM A216 Gr. WCB Trim: 13% CRFLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH

SW

FLANGED TO ASME

B16.5 RF, 125-250 µIn

AARH


2" - 24"

CHECK VALVE 2" - 24"

1/2" - 18"

1/2"- 1 1/2"

TYPE or DATASHEET

No

20" - 24"

1/2" - 18"

20" - 24"

20" - 24"

14" - 18"

1/2"- 1 1/2"

PROJECT NAME

RF

0

ASME B 16.5

FF


SCH. / THK. RATING

150# 1/2" - 18"

ASTM A 105

800#

150# ASTM A193 GR. B7 / ASTM A194 GR. 2H

800#



ASTM A515 GR. 70

150# ASTM A515 GR. 70

NBR, FULL FACE TO SUIT FF FLANGES, 3

MM THICK

NBR, FULL FACE TO SUIT RF FLANGES, 3

MM THICK150#

150#

ASTM A515 GR. 70BLIND FLANGE: FINISH 125-250 µIn AARH

BLIND FLANGE: FINISH 125-250 µIn

AARH

SIZE RANGE(NB)

ASTM A 105

PIPING CLASS: A09E0

CLIENT :

MATERIAL


ASTM A 105150#

150#

ASTM A 105

14" - 18"

1/2" - 12"

150#

150#

20" - 24"

150#

2" - 24" 150#

150#

150#

150#

2" - 16"

1/2"- 1 1/2"

GK0202BBA

STUD BOLT / NUTSBL0101AAA

VALVE TAG

NO.

SPADE: FINISH 125-250 µIn AARH

SPECTACLE BLIND: FINISH 125-250 µIn

AARH

SA0140AAA

SB0140AAA

FB0140AAA

VCC1411

CHECK VALVE

GASKET

VGC1421-L

VCC8221

GATE VALVE

SR0240AAA

(PISTON LIFT TYPE)7

7

7

7

NOTESDIMENSIONAL

STANDARD REMARKS


WHITE OIL TERMINAL

OF26

(SWING TYPE)

Locking Arrangement

Reqd

7

7

BS EN ISO 15761

7

BS EN ISO 15761

VGC8211 GATE VALVE

GLOBE VALVEVRC1411

GATE VALVE

VRC8211 GLOBE VALVE

VGC1421

FB0240BAA

SPACER: FINISH 125-250 µIn AARH

SPADE: FINISH 125-250 µIn AARH

SA0240BAA

SPACER: FINISH 125-250 µIn AARH

SR0240BAA

GK0202ABA GASKET

PROJECT No.

800#

ASME B 16.48

ASME B 16.48

ASME B 16.48

ASME B 16.48

API 600

API 602

ASME B16.21

RFASME B 18.2.1/

ASME B 18.2.2



ASME B16.21

ASME B 16.5

ASME B 16.48

FF

REV. No.

ENDS


LEGEND

EQUAL / REDUCING TEES

HALF COUPLING

STUB IN WITHOUT REINFORCEMENT PAD

2"

PAGE NO. :

PROJECT No.


WHITE OIL TERMINAL

254624

BRANCH SIZE

BRANCHING TABLE

254624-400-SP-PIP-001

27

PROJECT NAME

8"SIZE

T

T

T

1/2"

FOR 16" TO 24" HEADER SIZES MIN. BRANCH SIZE SHALL BE OF 4" STUB IN WITH REINFORCEMENT PAD ALONGWITH A BLIND FLANGE HAVING TAPPED HOLE OF REQD BRANCH SIZE.


NOTE 2: ALL WELDED PIPES AND FITTINGS SHALL BE 100% RADIOGRAPHED


NOTE 3: FOR 24" PIPE SIZE, PIPE WALL THICKNESS CALCULATION IS BASED ON LINE CONDITION.

20"

T

24"

0

31

NOTE 1: ALL PIPING COMPONENTS OF SIZES 4" AND ABOVE SHALL BE INTERNALLY CEMENT LINED AS PER AWWA C205

REV. No.

NOTES:

H

OF

NOTE 4 : 1/2" TO 3" FOR BRANCH CONNECTION AND HEADER SIZES 4" TO 14" USE

H

H

H

H

H H

H

H

H T H

1/2"

3/4" H

1"

H

H

4"

3"

1 1/2"

2"

REFER

NOTE 5

6"

H T

12" 14"

FOR 4" TO 14" HEADER SIZES MIN. BRANCH SIZE SHALL BE OF 4" STUB IN WITHOUT REINFORCEMENT PAD ALONGWITH A BLIND FLANGE HAVING TAPPED HOLE OF REQD BRANCH SIZE.

HE

AD

ER

SIZ

E

1"3/4" 4"

CLIENT :

PIPING CLASS: A09E0


10"1 1/2"


SI

T

3"

NOTE 6: PLEASE REFER SPEC FOR CEMENT LINED PIPING FOR FIREWATER SERVICE (DOC NO. 254625-300-SP-PIP-022 REV-B) FOR FABRICATION, ERRECTION & REPAIR DETAILS.

NOTE 5: HEADER SIZES 4" TO 24" AND BRANCH SIZES 1/2" TO 3" , BRANCH CONN SHALL BE AS PER FOLLOWING ( REFER DWG. NO. 256324-400-PIP-A4-3731 ATTACHED WITH THIS SPEC )

T

SH

16" 18"

STUB IN WITH REINFORCEMENT PAD

STUB 0N WITHOUT REINFORCEMENT PAD

STUB 0N WITH REINFORCEMENT PAD

SH

SHSI

SF

SE

SE

SE

SE

SI

SF

SF

SF

10"

12"

18"

16"

24"

20"

14"

6"

8"

4"

SE

SF

SFSF

REFER

NOTE 5

SH

SF

SF

SF

SF

SI

SI

HE

AD

ER

SIZ

E

SF

SE

SFSF

SF SF

SH

SHSH

SF

SF

SF

SF

SI

SI

SH

SI SH

SH

SF

SF SF

SISI

SF

SF

SI

SF

SE

SE

SH

SE

SE

SF

SH


PIPE

FITTINGS

3000#

REDUCER CONC. 3" X 2" SCH 10S ASTM A403 GR WP304, SMLS BW ASME B16.9

B

CHKD. BY / DATE MAW / 15.10.09

ISSUED FOR APPROVAL

3"x(1/2" to 1 1/2")SCH 10S x SCH

40S

3000#

1/2" -1 1/2"

SCH 10S2" - 3"

SW

REVISION A C D

CLIENT :

TYPEITEM CODE SIZE RANGE (NB)SCH. / THK.

RATING

SERVICE

31

REV. No.

SHEET NO. :


PIPING CLASS: A20A0 PROJECT NAMEVISAKH MARKETING INSTALLATION RESITEMENT PROJECT-

WHITE OIL TERMINAL


254624-400-SP-PIP-001

PROJECT No. 254624

REDUCING TEE 3" X 2"

150#

EQUAL TEE

ASTM A403 GR WP304, SMLSSCH 10S


REDUCING TEE 3000#

SCH 10S x SCH

40SASTM A182 GR F304

SCH 10S x SCH

40S

ASTM A182 GR F304

50

SCH 40S

3000#

SCH 10S

ASTM A312 GR TP304, SMLS

ELBOW 45 DEG

1/2"- 1 1/2"

ELBOW 45 DEG

BW

SCH 10S

1/2"- 1 1/2"

ASTM A182 GR F304

28

ASME B36.19

ASME B36.19

ASME B36.19

EQUAL TEE 2" - 3"

2" - 3" ASME B16.9

RATING

PE

0

PRES : 20 kg/cm²g, TEMP : 38°C

POUR POINT DEPRESSANT, CATENE IMPROVER, LUBRICITY IMPROVER,

ANTIOXIDANT IMPROVER, MARKER, BLUE DYE


65

OF

R = 1.5D


2"x(1/2" to 1 1/2")

SCH 10S x SCH

40S

ASME B16.11

SWAGE CONC.

SWAGE CONC.

SWAGE CONC.

PREP. BY / DATE SAB / 15.10.09

APPR. BY / DATE SNA / 15.10.09

SWAGE ECC.

SWAGE ECC.

SWAGE ECC.

REDUCER ECC. 3" X 2" SCH 10S ASTM A403 GR WP304, SMLS

COUPLING FULL 1/2" -1 1/2"

BW ASME B16.9ASTM A403 GR WP304, SMLSSTUB END

SCH 10S x SCH

40S4"x(1/2" to 1 1/2")

COUPLING HALF

ASME B16.9

2"x(1/2" to 1 1/2")SCH 10S x SCH

40S

1/2" - 1 1/2"

1/2"- 1 1/2" 3000#

3"x(1/2" to 1 1/2")

ASTM A182 GR F304

ASTM A182 GR F304

ASTM A182 GR F3044"x(1/2" to 1 1/2")

PIPE 2" - 3"

ELBOW 90 DEG 2" - 3"

PIPE NIPPLE

ELBOW 90 DEG

CAP 2" - 3"

38

RATED PRESSURE (Kg/cm²g) 20 20


3000# ASTM A182 GR F304

SCH 10S ASTM A403 GR WP304, SMLS

ASTM A182 GR F304

ASTM A182 GR F304

1/2" 1 1/2"

BE

SW

ASTM A403 GR WP304, SMLS


ENDS

PIPE 1/2"- 1 1/2" SCH 40S

TBE

19.58 19.12

DIMENSIONAL

STANDARD MATERIAL

SERVICE CODE DOS GOVERNING RATED CONDITION


REMARKSNOTES

ASME B16.11

MSS SP-95

MSS SP-95

ASME B16.11

MSS SP-95

MSS SP-95

MSS SP-95

0 mmCORROSION ALLOWANCE

ASME B16.11

ASME B16.9

R = 1.5D

ASME B16.9

ASTM A182 GR F304

ASTM A182 GR F304

BW

SW

LEB-SEP

BW

ASTM A182 GR F304 SW

ASME B16.9

ASME B16.9

LEB-SEP MSS SP-95

LEB-SEP

LEB-SEP

LEB-SEP

LEB-SEP

BW

BW

SW

SW

BW

ASME B16.11

ASME B16.11


FLANGES

BLINDS

GASKETS

FASTENERS

VALVES

SPECIAL PARTS

SW

RF

SW

GATE VALVE 1/2"- 1 1/2"

SS304 SPIRAL WOUND, GRAPHITE

FILLER WITH CS OUTER RING, 4.5 mm

THK

SW

BODY-ASTM A351 GR CF8, TRIM-SS304FLANGED TO ASME

B16.5 RF, 63 TO 125

µInAARH

SW

FLANGED TO ASME

B16.5 RF, 63 TO 125

µInAARH

BODY-ASTM A182 GR F304 TRIM-

STELLITED, STEM-SS304

REV. No.

PROJECT NAME


0

254624-400-SP-PIP-001PIPING MATERIAL SPECIFICATION

BALL VALVE

150#1/2" - 4"

GASKET

1/2"- 1 1/2"

150# BS 1873FLANGED TO ASME

B16.5 RF, 63 TO 125

µInAARH



API 602

1/2" - 3"

STUD BOLT / NUT

150#

1/2" - 1 1/2"


µIn AARH2"-3"

2"-3"

1/2" - 3"

PROJECT No.

SHEET NO. :

TYPE SIZE RANGE (NB)SCH. / THK.

RATINGENDSMATERIAL

HINDUSTAN PETROLEUM CORPORATION LTD.CLIENT :

ITEM CODE /

TAG NO.

GATE VALVE 2" -3" 150#

150#

1/2" - 3" 150#

RF

RF

RF

29

254624

ASME B16.5

NOTESDIMENSIONAL

STANDARD


WHITE OIL TERMINAL

ASME B16.5

4

31OF

REMARKS

ASME B 18.2.1/

ASME B 18.2.2

BS EN ISO 17292

BALL VALVE

150#

150#SPECTACLE BLIND,

FINISH 63 to 125 µIn AARHASTM A182 GR F304


63 to 125 µIn AARH

GLOBE VALVE

2" - 4"





CHECK VALVE

GLOBE VALVE

FLANGED TO ASME

B16.5 RF, 63 TO 125

µInAARH

BS EN ISO 15761CHECK VALVE

BS EN ISO 17292

BS EN ISO 15761

BS 1868

800#

1/2" - 1 1/2"

BODY-ASTM A351 GR CF8, TRIM-SS304150#

800#1/2" 1 1/2"

BODY-ASTM A351 GR CF8, TRIM-SS304

800#

2" -3" 150#

800#

API600

PIPING CLASS: A20A0

ASTM A193 Gr.B7 / ASTM A194 Gr 2H

BODY-ASTM A351 GR CF8, TRIM-SS304

150#

ASTM A182 GR F304

ASME B16.5

ASME B16.5

ASME B16.20

ASME B16.5

1/2" 1 1/2"

2" - 4"


µIn AARH


µIn AARH


µIn AARH

150# ASME B16.5

ASTM A182 GR F304 RF

RF

ASTM A105

ASTM A105

ASTM A182 GR F304 RF


BRANCHING TABLE

LEGEND

TEE (EQUAL / REDUCING)

2"

HE

AD

ER

SIZ

E

BRANCH SIZE

T

HALF COUPLING

ES

T

HC

EST

1"


3/4"

1/2"

SIZE 1/2"

HC

T

HC T T


NOTES:

1"


1 1/2"

T

T

T

T

31

T

3"

30

HCHC

HC HC

CLIENT :

T



SHEET NO. :

PROJECT NAME

254624-400-SP-PIP-001PIPING MATERIAL SPECIFICATION

PIPING CLASS: A20A0


OF

254624

REV. No.

PROJECT No.


WHITE OIL TERMINAL

0

3"

1 1/2"

3/4"


2" HC

T

T


Sheet 31 of 31

NOTES :

1 For calculating bolt length, positive tolerance on flange thickness is considered but

negative tolerance on bolt is not considered

2 Gasket thickness = 3 mm / 4.5 mm wherever applicable

3 Bolt length includes height of points

4 Bolt material spec. : ASTM A193 and A194.

1 140 12

3/4 115 8

7/8 120

Pieces of Bolts

per Set (inches) (mm)

Bolt Diamete Bolt Length

165 20

180 20

155 16

1 140

3/4 105 8

7/8 125 12

1 1/4

16

1 1/8

3/4 100 8

12

4

95

5/8 95 8

4

5/8 90 4

1/2

95 8

4

495

250

300

350

400

450

500

600

1 1/820

24

12

16

18

14

6

Rev: 0

1/2

3/4

1

(inches) (mm)

20

5/8

5/8

75

75

10

254624-400-SP-PIP-001

3

1 1/4

1 1/2

2

3 1/2

15 65

1/2 7025

32

5

4

40

50

90

2 1/2

200

ANNEXURE- І

1/2

5/8

TABLE- 1 : STUD BOLT LENGTH FOR ASME B16.5, 150# R.F. FLANGE

125

65

100

8

NOMINAL PIPE SIZE



150

4

1/2 70 4

4

1/2

80





Doc No:254624-400-SP-PIP-003 Rev: 0 Page 1 of 23


Pumps_API\RETENDERING\Working\Mechanical\254624-400-SP-PIP-003 Rev 0.doc

SPECIFICATION FOR PAINTING:

PIPING & EQUIPMENTS


Visakha Dispatch Station



Andhra Pradesh




Andheri (East)

Mumbai 400 059






SPECIFICATION FOR PAINTING:

PIPING & EQUIPMENTS

Client HINDUSTAN PETROLEUM CORPORATION LTD.

MMCI Project No. 254624

Issue and Revision Record:

Rev Date Originator Checked Approved Description

A 14/07/09 HBS MAW/JP SNA Issued for Information

B 15/10/09 SRP JSP SNA Issued for Approval

0 25/03/10 GVC JSP SNA Issued for execution

Group Disclaimer

"This document has been prepared for the titled project or named part thereof and should not be relied upon or used

for any other project without an independent check being carried out as to its suitability and prior written authority

of Mott MacDonald being obtained. Mott MacDonald accepts no responsibility or liability for the consequences of

this document being used for a purpose other than the purposes for which it was commissioned. Any person using or

relying on the document for such other purpose agrees, and will by such use or reliance be taken to confirm his

agreement, to indemnify Mott MacDonald for all loss or damage resulting therefrom. Mott MacDonald accepts no

responsibility or liability for this document to any party other than the person by whom it was commissioned."






List of Contents Page No.

1 General ....................................................................................................................................5

2 Scope.......................................................................................................................................5

3 Codes & Standards..................................................................................................................6

4 Equipment ...............................................................................................................................7

5 Surface Preparation, Non Compatible Shop Primer, Coating Procedure, Application &

Repair and Documentation .....................................................................................................7

6 Documentation......................................................................................................................13

7 Paint Materials ......................................................................................................................16

8 Painting System ....................................................................................................................17

9 Storage ..................................................................................................................................18

10 Piping Colour Code...............................................................................................................18

11 Identification of Vessels, Pumps, Piping Etc........................................................................18

12 Inspection and Testing ..........................................................................................................18

13 Guarantee ..............................................................................................................................20

14 Qualification Criteria of Painting Contractor .......................................................................20

Annexure 1: List of Recommended Manufacturers....................................................................21

Annexure 2: Paint Colour Code for Piping.................................................................................22






Abbreviations:

CS : Carbon Steel

DFT : Dry Film Thickness

DM : De-mineralized

GI : Galvanized Iron

ID : Internal Diameter

MS : Mild Steel

NB : Nominal Bore

OD : Outside Diameter

RCC : Reinforced Cement Concrete

WFT : Wet Film Thickness

Company : Mott Macdonald Consultants India Pvt. Ltd.

Owner : Hindustan Petroleum Corporation Limited






1 General

1.1 This technical specification shall be applicable for the work covered by the contract, and

without prejudice to the various codes of practice, standard specifications etc. It is understood

that contractor shall carry out the work in all respects with the best quality of materials and

workmanship and in accordance with the best engineering practice and instructions of

Company Site Representative.

1.2 Wherever it is stated in the specification that a specific material is to be supplied or a specific

work is to be done, it shall be deemed that the same shall be supplied or carried out by the

contractor. Any deviation from this standard without written deviation permit from appropriate

authority will result in rejection of job.

2 Scope

2.1 Scope of work covered in the specification shall include, without being limited to the following.

2.1.1 This specification defines the requirements for surface preparation, selection and application of

paints on external surfaces of piping, vessels, etc. The items listed in the heading of tables of

paint systems is indicative only, however the contractor is fully responsible for supply of all

paint materials, carrying out all the necessary painting, coating and lining on external and

internal surfaces as per the tender requirement.

2.2 Extent of Work

2.2.1 The following surfaces and materials shall require shop, pre-erection and field painting:

a. All uninsulated carbon steel piping fittings and valves (including painting of

identification marks), furnace, ducts and stacks.

b. All uninsulated C.S. equipment like columns, vessels, drums, heat exchangers, pumps,

compressors, electrical panels and motors etc.

c All items contained in a package unit as necessary.

d. All structural steel work, pipe, structural steel supports, Equipment like Pump etc;

walkways, handrails, ladders, Platforms etc.

e Identification colour bands on all piping as required including insulated aluminium clad,

Galvanized and nonferrous piping.

f Identification lettering / numbering on all painted surfaces of piping insulated aluminium

clad, galvanized and non-ferrous piping.

g Marking / identification signs on painted surfaces of piping Hazardous service.

h Supply of all primers, paints and all other materials required for painting other than

Owner's supply.

i Over insulation surface of pipes wherever required.

j Painting under insulation for carbon steel as specified.






k Repair work of damaged / pre-erection / fabrication shop primer and weld joints at field.

2.2.2 The following surfaces and materials shall not require painting in general. However, if there are

any specific requirements by the owner, the same shall be painted as per the relevant

specifications:

a. Plastic and / or plastic coated materials

c. Non-ferrous materials like aluminium etc

2.3 Unless otherwise instructed final painting on pre-erection / shop primed pipes shall be painted

in the field, only after the mechanical completion, testing on systems are completed as well as

after completion of steam purging wherever required.

2.4 Changes and deviations required for any specific job due to client requirement or otherwise

shall be referred to Company for deviation permit.

3 Codes & Standards

3.1 Without prejudice to the provision of Clause 1.1 above and the detailed specifications of the

contract, the following codes and standards shall be followed for the work covered by this

contract.

IS-5, 2004 Ed. : Paint Colour Code for Piping

IS-101, 1964 Ed. : Methods of test for ready mixed paints and enamels.

ASA A 13.1-1981 : Scheme for identification of piping systems:

American National Standards Institution.

IS 2379-1990 : Indian Standard for Pipeline Identification-Colour Code.

3.2 Surface Preparation Standards

Following standards shall be followed for surface preparations:

3.2.1 Swedish Standard - SIS-05 5900-1967 (Surface preparations standards for Painting Steel

Surfaces).

This standard contains photographs of the various standards on four different degrees of rusted

steel and as such is preferable for inspection purpose by the Company Site Representative.

3.2.2 Steel Structures Painting Council, U.S.A. (Surface Preparation Specifications (SSPC-SP).

3.2.3 British Standards (Surface Finish of Blast-cleaned for Painting) BS-4232.

3.2.4 National Association of Corrosion Engineers, U.S.A., (NACE).

3.3 The contractor shall arrange, at his own cost, to keep a set of latest edition of above standards

and codes at site.






3.4 The paint manufacturer's instructions shall be followed as far as practicable at all times.

Particular attention shall be paid to the following:

a. Instructions for storage to avoid exposure as well as extremes of temperature.

b. Surface preparation prior to painting.

c. Mixing and thinning.

d. Application of paints and recommended limit on time intervals between coats.

4 Equipment

4.1 All tools, brushes, rollers, spray Guns, blast material, hand power tools for cleaning and all

equipments, scaffolding materials, shot / sand blasting equipments & air compressors etc.

required to be used shall be suitable for the work and all in good order and shall be arranged by

the contractor at site and in sufficient quantity.

4.2 Mechanical mixing shall be used for paint mixing operations in case of two pack systems

except that the Company Site Representative may allow the hand mixing of small quantities at

his discretion.

5 Surface Preparation, Non Compatible Shop Primer, Coating Procedure,

Application & Repair and Documentation

5.1 General

5.1.1 In order to achieve the maximum durability, one or more of following methods of surface

preparation shall be followed, depending on condition of steel surface and as instructed by

Company Site Representative. Adhesion of the paint film to surface depends largely on the

degree of cleanliness of the metal surface. Proper surface preparation contributes more to the

success of the paint protective system.

a. Manual or hand tool cleaning.

b. Mechanical or power tool cleaning.

c. Blast cleaning.

5.1.2 Mill scale, rust, rust scale and foreign matter shall be removed fully to ensure that a clean and

dry surface is obtained. The minimum acceptable standard in case of manual or hand tool

cleaning shall be ST.2 or equivalent, in case of mechanical or power tool cleaning it shall be

ST.3 or equivalent in case of blast cleaning it shall SA 2-1/2 OR equivalent as per Swedish

Standard SIS-05-5900-1967 or equivalent. Where highly corrosive conditions exist, then blast

cleaning shall be SA 3 as per Swedish Standard.

Remove all other contaminants, oil, grease etc. by use of an aromatic solvent prior to surface

cleaning.

5.1.3 Blast cleaning shall not be performed where dust can contaminate surfaces undergoing such

cleaning or during humid weather conditions having humidity exceed 85%. The temperature of

the substrate shall be at least 3deg.C above the dew point. Desiccant type De-humidifiers shall

be used to maintain the Relative Humidity and Temperature during the application of coating

materials. The RH (Relative Humidity) shall be maintained at less that 60% and air temperature

inside the tanks in the range of 25 – 40 deg.C shall be maintained for proper chemical curing of

the two component (epoxy) internal coatings of storage tanks. The Dehumidifiers shall be based

on at least two air charges per hour of the enclosure.






5.1.4 Irrespective of the method of surface preparation, the first coat of primer must be applied by

brush on dry surface. This should be done immediately and in any case within 4 hours of

cleaning of surface. However, at times of unfavourable weather conditions, the Company Site

Representative shall have the liberty to control the time period, at his sole discretion and/or to

insist on re-cleaning, as may be required, before primer application is taken up. In general,

during unfavourable weather conditions, blasting and painting shall be avoided as far as

possible.

5.2 Procedure of Surface Preparation

5.2.1 Blast Cleaning

5.2.1.1 Shot/ Grit Blast Cleaning

The surfaces shall be blast cleaned using one of the abrasives: A12O3 particles chilled cast iron

or malleable iron and steel at pressure of 7 kg/cm² at appropriate distance and angle depending

of nozzle size maintaining constant velocity and pressure. Chilled cast iron, malleable iron and

steel shall be in the form of shot or grit of size not greater than 0.055” maximum in case of steel

and malleable iron and 0.04” maximum in case of chilled iron. Compressed air shall be free

from moisture and oil. The blasting nozzles should be venturi style with tungsten carbide or

boron carbide as the materials for liners. Nozzles orifice may vary from 3/16” to ¾”. On

completion of blasting operation, the blasted surface shall be clean and free from any scale or

rust and must show a grey white metallic lustre. Primer or first coat of paint shall be applied

within 4 hours of surface preparation. Blast cleaning shall not be done outdoors in bad weather

without adequate protection or when there is dew on the metal, which is to be cleaned. Surface

profile shall be uniform to provide good key to the paint adhesion (i.e. 35 to 50 microns). If

possible vacuum collector shall be installed for collecting the abrasives and recycling.

5.2.2 Mechanical or Power Tool Cleaning

Power tool cleaning shall be done by mechanical striking tools, chipping hammers, grinding

wheels or rotating steel wire- brushes. Excessive burnish of surface shall be avoided as it can

reduce paint adhesion. On completion of cleaning, the detached rust mill scale etc. shall be

removed by clean rags and /or washed by water or steam and thoroughly dried with compressed

air jet before application of paint.

5.2.3 Manual or hand tool cleaning

Manual or hand tool cleaning is used only where safety problems limit the application of other

surface preparation procedure and hence does not appear in the tables of paint systems.

Hand tool cleaning normally consists of the following:

a. Hand de-scaling and/ or hammering

b. Hand scraping

c. Hand wire brushing

Rust, mill scale spatters, old coatings and other foreign matter, shall be removed by hammering,

scrapping tools, emery paper cleaning, wire brushing or combination of the above methods. On

completion of cleaning, loose material shall be removed from the surface by clean rags and the

surface shall be bushed, swept, dusted and blow off with compressed air/steam to remove all

loose matter. Finally the surface may be washed with water and dried for effective cleaning.






5.3 Non-Compatible shop coat primer

The compatibility of finishing coat should be confirmed from the paint manufacturer. In the

event of use of primer such as zinc Rich epoxy, inorganic zinc silicate etc. as shop coat, the

paint system shall depend on condition of shop coat. If the shop coat is in satisfactory condition

showing no major defect, the shop coat shall not be removed. The touch up primer and

finishing coat(s) shall be identified for application by Company Site Representative.

5.4 Shop primed surfaces will only be 'spot cleaned' in damaged areas by means of power tool

brush cleaning or hand tool cleaning and then spot primed before applying one coat of field

primer unless otherwise specified. If shop primer is not compatible with field primer then shop

coat primer should be completely removed before application of selected paint system for

particular environment.

5.5 Coating Procedure and Application

5.5.1 Surface shall not be coated in rain, wind or in environment where injurious airborne elements

exists, when the steel surface temperature is less than 5˚F above dew point when the relative

humidity is greater than 85% or when the temperature is below 40°F. De-humidifier equipment

shall be used to control the RH and Dew point for proper curing of internal coating of storage

tanks.

5.5.2 Blast cleaned surface shall be coated with one complete application of primer as soon as

practicable but in no case later than 4 hrs. the same day.

5.5.3 To the maximum extent practicable, each coat of material shall be applied as a continuous film

uniform thickness free of probes. Any spots or areas missed in application shall be recoated and

permitted to dry before the next coat is applied. Applied paint should have the desired wet film

thickness.

5.5.4 Each coat shall be in proper state of cure or dryness before the application of succeeding coat.

Material shall be considered dry for recoating when an additional coat can be applied without

the development of any detrimental film irregularities, such as lifting or loss of adhesion of the

under coat. Manufacturer instruction shall be followed for inter coat interval.

5.5.5 When the successive coat of the same colour have been specified, alternate coat shall be tinted,

when practical, sufficiently to produce enough contrast to indicate complete coverage of the

surface. The tinting material shall be compatible with the material and not detrimental to its

service life.

5.5.6 Air spray application shall be in accordance with the following:

a. The equipment used shall be suitable for the intended purpose, shall be capable of

properly atomizing the paint to be applied, and shall be equipped with suitable pressure

regulators and gauges. The air caps, nozzles, and needles shall be those recommended by

the manufacturer of the equipment for the material being sprayed. The equipment shall be

kept in satisfactory condition to permit proper paint application.

b. Traps or separators shall be provided to remove oil and condensed water from the air.

These traps or separators must be of adequate size and must be drained periodically

during operations. The air from the spray gun impinging against the surface shall show

no condensed water or oil.






c. Ingredients shall be kept properly mixed in the spray pots or containers during

application by continuous mechanical agitation.

d. The pressure on the material in the pot and of the air at the gun shall be adjusted for

optimum spraying effectiveness. The pressure on the material in the pot shall be adjusted

when necessary for changes in elevation of the gun above the pot. The atomizing air

pressure at the gun shall be high enough to properly atomize the paint but not so high as

to cause excessive fogging of paint, excessive evaporation of solvent, or less by over

spray

e. Spray equipment shall be kept sufficiently clean so that dirt, dried paint, and other foreign

materials are not deposited in the paint film. Any solvents left in the equipment shall be

completely removed before applying paint to the surface being painted.

f. Paint shall be applied in a uniform layer, with overlapping at the edge of the spray

pattern. The spray patterns shall be adjusted so that the paint is deposited uniformly.

During application, the gun shall be held perpendicular to the surface and at a distance,

which will ensure that a wet layer of paint is deposited on the surface. The trigger of the

gun should be released at the end of each stroke.

g. All runs and sags shall be brushed out immediately or the paint shall be removed and the

surface repainted.

h. Areas inaccessible to the spray gun shall be painted by brush; if not accessible by brush,

daubers or sheepskins shall be used.

i. All nameplates, manufacturer’s identification tags, finished flange faces, control valve

items and similar items shall be masked to prohibit coating deposition. If these surfaces

are coated, the component shall be cleaned and resorted to its original condition.

j. Edges of structural shapes and irregular coated surfaces shall be coated first and an extra

pass made later.

k. If spray gun shows choking, immediately de-choking procedure shall be followed.

5.5.7 Airless spray application shall be in accordance with the following procedure: as per steel

structure paint Manual Vol.1 & Vol.2 by SSPC, USA, Air less spray relies on hydraulic

pressure rather than air atomization to produce the desired spray. An air compressor or electric

motor is sued to operate a pump to produce pressures of 1000 to 6000 psi. Paint is delivered to

the spray gun at this pressure through a single hose within the gun; a single paint stream is

divided into separate streams, which are forced through a small orifice resulting in atomization

of paint without the use of air. This results in more rapid coverage with less over spray. Airless

spray usually is faster, cleaner, more economical and easier to use than conventional air spray.

Airless spray equipment is mounted on wheels, and paint is aspirated in a hose that sucks paint

from any container, including drums. The unit shall have inbuilt agitator that keep the paint

uniformly mixed during the spraying. The unit shall consist of inbuilt strainer. Usually very

small quantities of thinning are required before spray. In case of High Build Epoxy coating

(two pack). 30:1 pump ratio and 0.020-0.023” tip size will provide a good spray pattern. Ideally

fluid hoses should not be less than 3/8” ID and not longer than 50 ft to obtain optimum results.

In case of gun choking, de-choking steps shall be followed immediately.






5.5.8 Brush application of paint shall be in accordance with the following:

a. Brushes shall be of a style and quality that will enable proper application of paint.

b. Rounds or oval brushes are most suitable for rivets, bolts, irregular surface, and rough or

pitted steel. Wide flat brushes are suitable for large flat areas, but they shall not have

width over five inches.

c. Paint shall be applied into all corners.

d. Any runs or sags shall be brushed out.

e. There shall be a minimum of brush marks left in the applied paint.

f. Surfaces not accessible to brushes shall be painted by spray, daubers, or sheepskin.

5.5.9 Manual application by sling (where 6 O’ clock position of pipe is not approachable)

a A canvas strip (alternatively a tinplate strip) about 450 mm wide and 1.5m long is held

under the pipe by two men from the top in a sling-like position

b It is then moved up and down and slowly moved forward while fresh coating is poured on

top of the pipe.

c The men manipulate the sling so that an even coating is obtained all round the bottom.

This work shall be done very carefully and by experienced personnel. There shall not be

any formation of “Whiskers” and holes in the coating. The coating film shall be inspected

at the bottom by mirror.

5.5.10 For each coat the painter should know the WFT corresponding to the specified DFT and

standardize the paint application technique to achieve the desired WFT. This has to be ensured

in the qualification trial.

5.6 Drying of coated surfaces

5.6.1 No coat shall be applied until the preceding coat dries off completely. The material shall be

considered dry for re-coating when another coat can be applied without the development of any

film irregularities such as lifting or loss of adhesion of undercoats. Drying time of the applied

coat should not exceed maximum specified for it as a first coat; if it exceeds the paint material

has possibly deteriorated or mixing is faulty.

5.6.2 No paint shall be force dried under conditions, which will cause cracking, wrinkling, blistering

formation of pores, or detrimentally affect the conditions of the paint.

5.6.3 No drier shall be added to paint on the job unless specifically called for in the manufacturer’s

specification for the paint.

5.6.4 Paint shall be protected from rain, condensation, contamination, snow and freezing until dry to

the fullest extent practicable.

5.7 Repair of damaged paint surface

5.7.1 Where paint has been damaged in handling and in transportation, the repair of damaged coating

of pre-erection/fabrication shall be as given below.

5.7.2 Repair of damaged inorganic zinc silicate primer or Etch Primer after erection/welding:






Quickly remove the primer from damaged area by mechanical scraping and emery paper to

expose the white metal. Blast cleans the surface if possible. Feather the primer over the intact

adjacent surface surrounding the damaged area by emery paper.

5.7.3 Repair of damaged pre-erection and shop priming in the design temperature range of -90° C to

300° C.

- Surface preparation shall be done as per procedure 5.2.

- One coat of P-1 /P-2 shall be applied wherever damage is observed on pre-erection / pre-

fabrication / shop primer of Inorganic Zinc Silicate coating (P-1) or Etch Primer (P-2).

5.8 Paint Application

5.8.1 Shop priming / pre-erection priming with P-1 shall be done only on blasted surface.

5.8.2 Shop priming / pre-erection priming with P-1 shall be done only with airless spray.

5.8.3 For large flat surface field painting shall be done by airless spray otherwise brush can be used.

5.9 Surfaces not to be painted

5.9.1 The following are not to be painted and must be protected from painting:

• Porcelain

• Gauge Glasses

• Meter Faces

• Valve Stem and Threads

• Working Surfaces of Equipment

• Name Plates

• Aluminum, Plastic and Stainless Steel

• Insulation or Fireproofing

• Galvanized Steel

• Concrete, Transite, Masonry, Stucco, Etc.

• Factory Finished Control Panels

• Factory Finished Instrument Cases and Meters

• Factory Finished Equipment, Including Filters, Control Valves, Etc.

• Factory Finished Buildings

5.9.2 Masking or compounds used to protect non-painted surface must be removed prior to

completion of the job.






6 Documentation

• A written quality plan with procedure for qualification trials and for the actual work.

• Daily progress report with details of weather conditions, particular of applications, no of

coats and type of materials applied, anomalies, progress of work versus program.

• Results of measurement of temperatures relative humidity, surface profile, film thickness,

holiday detection, adhesion tests with signature of appropriate authority.

• Particulars of surface preparation and paint application during trials and during the work.

• Details of non-compliance, rejects and repairs.

• Type of testing equipments and calibration.

• Code and batch numbers of paint materials used.

6.1 Field Safety and Hygiene

Industrial hygiene and safe working practice in connection with the painting work shall be

strictly followed to avoid potential hazards to health and of fire. Special care shall be taken with

regard to the following matters:

6.1.1 When surfaces are to be prepared by blast cleaning or with the use of power tools, protectors

such as goggles, mask etc. shall be used.

6.1.2 When painting work is to be carried out using organic solvent in an almost airtight

environment, appropriate ventilating and lighting equipments shall be provided. Additionally,

appropriate protectors such as gas masks etc. shall be worn.

6.1.3 Monitor for any fire around the work location and extinguish the fire prior to work, if observed.

6.1.4 All the safety requirements stated in the relevant equivalent Standards and its component parts

apply in addition to any applicable federal, state and local rules and requirements. They shall be

in accord with the instruction and requirements of insurance underwriters.






Table-1 (For Clause 5.0): Surface Preparation Standards

Sl.

No. Description

Various International Standards

(Equivalent) Remarks

Swedish

Standard

SIS-05-

5900

SSPC-

SP

USA

NACE,

USA

British

Standard

BS-4232;

1 Manual or hand tool

Cleaning

Removal of loose rust,

loose mill scale and loose

paint, chipping, scrapping,

standing and wire

brushing. Surface should

have a faint metallic sheen

ST.2

SSPC-

SP-2

-- --

2 Mechanical or power tool

Cleaning Removal of loose

rust loose mill scale and

loose paint to degree

specified by power tool

chipping, de-scaling,

sanding, wire brushing and

grinding, after removal of

dust, surface should have a

pronounced metallic sheen.

ST.3

SSPC-

SP-3

-- --

This method is

applied when

the surface is

exposed to

normal

atmospheric

conditions

when other

methods cannot

be adopted and

also for spot

cleaning during

maintenance

painting.

3.1 White metal Blast cleaning

to white metal cleanliness.

Removal of all visible rust.

Mill scale, paint & foreign

matter 100% cleanliness

with desired surface

profile.

SA 3 SSPC-

SP-5

NACE#

1

First

Quality

Where

extremely clean

surface can be

expected for

prolong life of

paint system.

3.2 Near white metal Blast

cleaning to near white

metal cleanliness, until at

least 95% of each element

of surface area is free of all

visible residues with

desired surface profile.

SA 2½ SSPC-

SP-10

NACE#

2

Second

Quality

The minimum

requirement for

chemically

resistant paint

systems such as

epoxy, vinyl,

polyurethane

based and

inorganic zinc

silicate paints,

also for

conventional

paint systems

used under

fairly corrosive






Sl.

No. Description

Various International Standards

(Equivalent) Remarks

Swedish

Standard

SIS-05-

5900

SSPC-

SP

USA

NACE,

USA

British

Standard

BS-4232;

conditions to

obtain desired

life of paint

system.

3.3 Commercial Blast

Blast cleaning until at least

two-third of each element

of surface area is free of all

visible residues with

desired surface profile.

SA 2 SSPC-

SP-6

NO.3 Third

Quality

For steel

required to be

painted with

conventional

paints for

exposure to

mildly

corrosive

atmosphere for

longer life of

the paint

systems.

3.4 Brush-off Blast

Blast cleaning to white

metal cleanliness, removal

of all visible rust, mill

scale, paint & foreign

matter. Surface profile is

not so important

SA 1 SSPC-

SP-7

NO.4






7 Paint Materials

Paint manufacturers shall furnish the characteristics of all paints materials on printed literature,

along with the test certificate for all specified characteristics given in this specification. All the

paint materials shall be on first quality and conform to the following general characteristics as

mentioned below.

7.1 Inorganic Zinc Silicate Coating ( Code: P-1)

A two pack air drying self curing solvent based Inorganic Zinc silicate coating for use on steel

surfaces.

Volume Solids (Approx.) : 60%vol by solids

Dry film thickness per coat : 65-75 microns

Theoretical Coverage : 8-9 sq.m/ coat/litre

Weight per Litre : 2.2 Kg/litre

Touch dry at 30 ْC : 30minutes

Hard Dry at 30 ْC : 12Hrs.

Over coating Intervals : Min: 8 Hrs at 20 ْC & 50% RH

Pot life at 30 ْC : 4-6 Hrs

7.2 Etch Primer (Code: P-2)

A two pack Polyvinyl butyral Resin medium cured with Phosphoric acid solution pigmented

with Zinc Tetroxy Chromate.

Volume Solids (Approx.) : 7-8%

Dry film thickness per coat : 8-10micron

Theoretical Coverage : 8-10

Weight per Litre : 1.2

Touch dry at 30 ْC : 2Hrs

Hard Dry at 30 ْC : 24Hrs

Over coating Intervals : Min: 4-6Hrs

Pot life at 30 ْC : not applicable

7.3 Zinc Phosphate Epoxy Primer (Code: P-3)

A Two component Polyamide cured epoxy resin medium, pigmented with zinc phosphate.

Volume Solids (Approx.) : 40%

Dry film thickness per coat : 40-50micron

Theoretical Coverage : 8-10sq.m/coat/litre

Weight per Litre : 1.4 Kg/litre

Touch dry at 30 ْC : 30 minutes

Hard Dry at 30 ْC : 24 Hrs

Over coating Intervals : Min: 8 Hrs

Pot life at 30 ْ : 8 Hrs






7.4 Polyamide Cured High Build Epoxy Micaceous Iron Oxide Coat (Code: F-1)

It is a two component High Build Epoxy Coating ideally suited for exterior application &

pigmented with micaceous iron oxide (MIO), a lamellar plate-like pigment that forms a thick

lustrous layers after application.

Volume Solids (Approx.) : 53% volume by solid

Dry film thickness per coat : 100-125 micron

Theoretical Coverage : 5.3-4.24 sq.m/coat/litre

Weight per Litre : -

Touch dry at 30 ْC : 2-2.5 Hrs

Hard Dry at 30 ْC : 5-6 days

Over coating Intervals : -

Pot life at 30 ْC : 6-8 Hrs

7.5 Acrylic Polyurethane Finish Paint (Code: F-2) It is two pack Aliphatic Isocytane cured acrylic finish paint. Part-A consist of Polyacrylate

Polyol with appropriate primer extenders, solvent and additives & part-B consist of Aliphatic

Polyisocyanate with appropriate solvents and additives.

Part-A and Part-B are to be mixed together to form a pigmented polyurethane paint in suitable

proportion as recommended by manufacturer.

Volume Solids (Approx.) : 40-45%

Dry film thickness per coat : 30-40 micron

Theoretical Coverage : 10-13sq.m/coat/litre

Weight per Litre : 1.3kg/litre

Touch dry at 30 ْC : 1 Hr.

Hard Dry at 30 ْC : Overnight

Over coating Intervals : Min: Overnight (12 Hrs)

Pot life at 30 ْ : 6-8 Hrs.

8 Painting System

8.1 Field Paint System for structural, utility, piping, Equipment, Hydrocarbon Pumps,

Hydrocarbon lines (For Temperature less than 90 ْC) (Un insulated CS Lines):

ACTIVITY TYPE DFT (µ)

Surface Preparation SA-2 1/2 -------

Primer Coat P-1 70

Intermediate Coat F-1 100

Final Coat F-2 2 x 60

TOTAL DFT 230






8.2 For Galvanised Pipe/ Galvanised surface:

ACTIVITY TYPE DFT (µ)

Surface Preparation ST.2 -------

Primer Coat P-2 8

Intermediate Coat P-3 50

Final Coat F-2 2 x 40

TOTAL DFT 138

NOTES:

1. Covering capacity and DFT depends on method of application. Covering capacity specified

above are theoretical. Allowing the losses during application, min specified DFT should be

maintained.

2. All primers and finish coats should be cold cured and air drying unless otherwise specified.

3. All paints shall be applied in accordance with manufacturer's instructions for surface

preparation, intervals, curing and application. The surface preparation, quality and

workmanship should be ensured.

4. Technical data sheets for all paints shall be supplied at the time of submission of quotations.

8.3 List of recommended Manufacturers

The paints shall conform to the specifications given above and best quality in their products

range of manufacturers listed in Annexure–I.

9 Storage

All paints and painting materials shall be stored only in rooms to be arranged by contractor and

approved by Company Site Representative for the purpose. All necessary precautions shall be

taken to prevent fire. The storage building shall preferably be separate from adjacent building.

A signboard bearing the word “PAINT STORAGE – NO NAKED LIGHT – HIGHLY

INFLAMMABLE” shall be clearly displayed outside.

10 Piping Colour Code

The colour code shall be followed as given in Annexure-II.

11 Identification of Vessels, Pumps, Piping Etc

As per colour coding given in Annexure-II

12 Inspection and Testing

13.1 All painting materials including primers and thinners brought to site by contractor for

application shall be procured directly from manufacturer as per specifications and shall be

accompanied by manufacturer's test certificates. Paint formulations without certificates are not

acceptable.






13.2 Company Site Representative at his discretion may call for tests for paint formulations.

Contractor shall arrange to have such tests performed including batch-wise test of wet paints for

physical & chemical analysis. All costs there shall be borne by the contractor.

13.3 The painting work shall be subject to inspection by Company Site Representative at all times.

In particular, following stage-wise inspection will be performed and contractor shall offer the

work for inspection and approval of every stage before proceeding with the next stage. The

record of inspection shall be maintained in the registers. Stages of inspection are as follows:

(a) Surface preparation

(b) Primer application

(c) Each coat of paint

In addition to above, record should include type of shop primer already applied on equipment

e.g. Red oxide zinc chromate or zinc chromate or Red lead primer etc.

Any defect noticed during the various stages of inspection shall be rectified by the contractor to

the entire satisfaction of Company Site Representative before proceeding further. Irrespective

of the inspection, repair and approval at intermediate stages of work, contractor shall be

responsible for making good any defects found during final inspection/guarantee period/defect

liability period as defined in general condition of contract. Dry film thickness (D F T)) shall be

checked and recorded after application of each coat and extra coat of paint should be applied to

make-up the DFT specified without any extra cost to owner, the extra cost should have prior

approval of Company Site Representative.

13.4 Primer Application After surface preparation, the primer should be applied to cover the crevices, corners, sharp

edges etc. in the presence of inspector nominated by Company Site Representative.

13.4.1 The shades of successive coats should be slightly different in colour in order to ensure

application of individual coats, the thickness of each coat and complete coverage should be

checked as per provision of this specification. This should be approved by Company Site

Representative before application of successive coats.

13.4.2 The contractor shall provide standard thickness measurement instrument with appropriate

range(s) for measuring. Dry film thickness of each coat, surface profile gauge for checking of

surface profile in case of sand blasting. Holiday detectors and pinhole detector and protector

wherever required for checking in case of immersion conditions shall also be provided by the

contractor.

13.4.3 Prior to application of paints on surfaces of chimneys, the thickness of the individual coat shall

be checked by application of each coat of same paint on M.S.test panel. The thickness of paint

on test panels shall be determined by using gauge such as 'Elkometer'. The thickness of each

coat shall be checked as per provision of this specification. This shall be approved by Company

Site Representative before application of paints on surface of chimney.






13.4.4 At the discretion of Company Site Representative, the paint manufacturer must provide the

expert technical service at site as and when required. This service should be free of cost and

without any obligation to the owner, as it would be in the interest of the manufacturer to ensure

that both surface preparation and application are carried out as per their recommendations.

13.4.5 Final inspection shall include measurement of paint dry film thickness, Adhesion, Holiday

detection check of finish and workmanship. The thickness should be measured at as many

points/ locations as decided by Company Site Representative and shall be within + 10% of the

dry film thickness, specified in the specifications.

13.4.6 The contractor shall arrange for spot checking of paint materials for Specific gravity, glow time

(ford cup) and spreading rate.

13 Guarantee

14.1 The contractor shall guarantee that the chemical and physical properties of paint materials used

are in accordance with the specifications contained herein/to be provided during execution of

work.

14.2 The contractor shall produce test reports from manufacturer regarding the quality of the

particular batch of paint supplied. The Company Site Representative shall have the right to test

wet samples of paint at random for quality of same, as per the paint materials specification.

Batch test reports of the manufacturer's for each batch of paints supplied shall be made

available by the contractor. The contractor shall stand guarantee for carrying out the

rectification/repair/re-painting of the defects/ failures of painting found during the execution of

painting job and till the expiry of the defect liability period of total project as per the directions

of the Site Representative of Company.

14 Qualification Criteria of Painting Contractor

Painting contractor who is awarded the job under this standard must have necessary

equipments, machinery, tools and tackles for surface preparation, paint application and

inspection. The contractor mush have qualified, trained and experienced surface preparator,

paint applicator, inspector and supervisors. The contractor’s supervisor, inspector, surface

preparator and paint applicator must be conversant with the standards referred in this

specification. The painting job shall be carried out by the approved agencies of paint

manufacturers and supervised by the approved paint manufacturers own representative or paint

manufacturer their scheme (supply and apply basis).






Annexure 1: List of Recommended Manufacturers

Indian Vendors

1. Asian Paints (I) Ltd., Mumbai

2. Berger Paints Ltd., Kolkata

3. Goodlass Nerolac Paints Ltd., Mumbai

4. Chemguard Coatings, Mumbai(For Ameron, USA Products only)

5. Chokugu Marine paints Pte. Ltd., Mumbai/Singapore

6. Shalimar Paints Ltd., Kolkata

7. Sigma Coatings, Mumbai.

8. CDC Carboline Ltd., Chennai

9. Premier products Ltd., Mumbai

10. Coromandel Paints & Chemicals Ltd., Visakhapatnam

11. Anupam Enterprises, Kolkata

12. Grand Polycoats, Vadodara

13. Bombay Paints Ltd., Mumbai

14. Akzo Nobel Coatings and Sealants Pvt. Ltd., Bangalore

15. Cipy Polyurethanes Pvt. Ltd., Pune

16. Gunjan Paints Ltd., Ahmedabad

17. Advance Paints Ltd., Mumbai

18. VCM Polyurethane Paints (for polyurethane paints only)

19. Jotun Paints, Chennai (Singapore)

20. Chembond Chemicals Ltd., Navi Mumbai

Foreign Vendors

1. Sigma Coatings, Singapore

2. Ameron, USA

3. Kansai Paints, Japan

4. Hempel Paints, USA

5. Valspar Corporation, USA

6. Akzo Nobel/International Coatings, UK

7. Jotun Paints, Singapore

For De-humidification equipment (on Rental Basis)

1. Technical Drying Equipment (Asia) Pvt. Limited, Gurgaon, Haryana

The following are approved vendors for speciality items (phosphating chemical) only.

1. Mark-chem Incorporated, Mumbai .

2 Chemtreat India Ltd., Navi Mumbai






Annexure 2: Paint Colour Code for Piping

The following colour coding shall be followed:

COLOUR SHADES SHADE

CODE SERVICES

GROUND

COLOR

FIRST COLOR

BAND

SECOND

COLOUR BAND

1 High speed diesel oil I Oxford Blue No.

105 (IS – 5) ----------- -----------

2 High speed diesel oil

II

Oxford Blue No.

105 (IS – 5)

Brilliant Green No.

221 (IS-5) -----------

3 Motor spirit oil I Dark Orange No.

591 (IS – 5) ----------- -----------

4 Motor spirit oil II Dark Orange No.

591 (IS – 5)

Brilliant Green No.

221 (IS-5) -----------

5 Super kerosene oil Golden Yellow

No. 356 (IS – 5) ----------- -----------

6 Soft super kerosene oil Golden Yellow

No. 356 (Dark)

(IS – 5)

Brilliant Green No.

221 (IS-5) -----------

7 Aviation turbine fuel

Golden Yellow

No. 356 (Dark)

(IS – 5)

----------- -----------

8 Naphtha IS - 412 Dark

Brown (IS – 5) ----------- -----------

9 Mineral turpentine oil Bus Green No.

299 (IS – 5) ----------- -----------

10 Hexane Canary Yellow

No. 304 (Note-2)

Signal Red No.

537 (Note-2) -----------

11 Ethanol Dark Violet No.

796 (IS – 5) ----------- -----------

12 White oil / slop oil Dove Grey No.

694 (IS – 5) ----------- -----------

13 Raw water Sea Green No.

217 (Note-2) White (Note-2) -----------

14 Service water Sea Green No.

217 (Note-2)

Light Brown No.

410 (Note-2)

Signal Red No.

537 (Note-2)

15 Filtered water Sea Green No.

217 (Note-2)

Light Brown No.

410 (Note-2) -----------






COLOUR SHADES SHADE

CODE SERVICES

GROUND COLOR FIRST COLOR

BAND

SECOND

COLOUR BAND

16 Storm water drain Sea Green No. 217

(Note-2)

Light Grey No.

631 (Note-2)

Canary Yellow

No. 304 (Note-2)

17 Gardening water Sea Green No. 217

(Note-2)

Canary Yellow

No. 304 (Note-2)

-----------

18 Continuous oil

contamination

Sea Green No. 217

(Note-2)

Canary Yellow

No. 304 (Note-2)

Signal Red No.

537 (Note-2)

19 Process water Sea Green No. 217

(Note-2)

French Blue No.

166 (Note-2)

Canary Yellow

No. 304 (Note-2)

20 Nitrogen Canary Yellow No.

304 (Note-2)

Black (Note-2) -----------

21 Fresh water Sea Green No. 217

(Note-2)

Light Grey No.

631 (Note-2) -----------

22 Fire water Fire Red No. 536

(IS – 5) ----------- -----------

23 Plant air Sky Blue No. 101

(Note-2)

Silver Grey No.

628 (Note-2) -----------

24 Cooling water

supply

Verdigris Green 280

(IS – 5)

French Blue No.

166 (IS – 5) -----------

25 Cooling water return Verdigris Green 280

(IS – 5)

French Blue No.

166 (IS – 5) -----------

26 Instrument Air Sky Blue No. 101

(Note-2)

French Blue No.

166 (Note-2) -----------

27 Potable Water Sea Green No. 217

(Note-2)

French Blue No.

166 (Note-2) -----------

Notes:

1. Application and arrangement of colour bands shall be as per IS 2379 – 1990.

2. Service wise selection of colour is as per IS 2379 – 1990, colour shades as per IS - 5

Tender for Centrifugal Pumps HP

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