annexure 2 to corrigendum 4 to flare system · pdf filethe galvanising kettle, ... centrifugal...

Download ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM · PDF filethe galvanising kettle, ... centrifugal spinning. Rechasing of bolt threads after galvanising shall not be permitted. Nuts however

If you can't read please download the document

Upload: dodung

Post on 07-Feb-2018

216 views

Category:

Documents


0 download

TRANSCRIPT

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 2 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 3 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 3 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 3 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 3 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 3 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 3 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • ANNEXURE 3 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • TATA CONSULTING ENGINEERS SECTION: WRITEUP

    GALVANISING OF STRUCTURAL STEEL SHEET OF 3

    1

    1. SCOPE

    This specification covers the general requirement of Hot dipped galvanising,

    Electroplated, Sheardized and Sprayed Zinc coating of the structural

    steelwork. It covers the supply of all materials, labour, tools, plant,

    equipment, necessary to galvanise the structures in accordance with

    specifications.

    2. GALVANISING PLANT

    2.1 The BIDDER shall indicate in his bid the galvanising plant where galvanising work will be carried out. Prior approval shall be obtained from OWNER/

    ENGINEER if galvanising proposed to be carried out outside Contractors

    plant.

    3. WORKMANSHIP

    3.1 After all shop work is complete, all structural material shall be punched with the erection mark to be hot-dip galvanised. Before galvanising, the steel shall

    be thoroughly cleaned of any paint, grease, rust, scale, acid or alkali or such

    other foreign matters as are likely to interfere with the galvanising process or

    with the quality and durability of the zinc coating as specified in clause 4 of

    IS : 2629. Pickling followed by Rinsing shall be carefully and properly done

    as specified in IS: 2629.

    3.2 Zinc conforming to any grade specified in IS : 209 shall be used for galvanising. Mass of zinc coating under specified otherwise shall be at least

    0.610 kg/sq. m. of total surface area for normal or rural atmosphere. In case of

    industrial atmosphere, minimum mass of coating shall be increased as agreed

    to between the Galvanizer and Purchaser. Stub members and members for

    grillage type footing shall have heavier zinc coating of not less than 0.80

    kg/sq. m. Where required by Purchaser, Post Treatment such as Chromating or

    Phosphating may be applied to reduce risk of wet storage staining or to assist

    subsequent painting, respectively.

    3.3 The galvanised surface shall consist of continuous & uniformly thick coating of zinc, firmly adhering to the surface of steel. The finished surface be cleaned

    & smooth & be free from imperfections as flux, ash and bare patches, black

    spots, pimples, lumpinch, runs, mist stains, bulky white deposits and blisters.

    The presence of any of these defects noticed on visual or microscopic

    inspection shall render the material liable for rejection. Sampling and nos. of

    test for coating characteristics shall be as specified in IS : 4759. Mass of zinc

    coating may be determined in accordance with IS : 6745.

    3.4 There shall be no flanking or loosening when struck squarely with a chisel faced hammer. The galvanised steel member shall withstand minimum four no

    of one minute successive dips in copper sulphate solution kept at temp. of 18

    ANNEXURE 4 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • TATA CONSULTING ENGINEERS SECTION: WRITEUP

    GALVANISING OF STRUCTURAL STEEL SHEET OF 3

    2

    2 0C as per IS : 2633 unless specified otherwise. If at anytime during the test,

    there is any doubt as to presence of exposed base metal as determined by

    visual inspection, one or more of supplementary tests as specified in Cl.6.1 or

    6.2 of IS: 2633 should be performed. Where practicable, uniformity of

    galvanised coating shall be determined by Preece test as described in IS: 2633

    Use of Preece test should be agreed to between Purchaser and Galvanizer. For

    Hot dipped galvanised steel members, coating shall withstand the Pirotted

    hammer and Knife tests as prescribed in IS: 2633 for testing adhesion of zinc

    coating on fabricated steel and hardware respectively.

    3.5 All galvanised members shall be treated with Sodium Dichromate solution or an approved equivalent after galvanising, so as to prevent white storage stains.

    3.6 Galvanising of each member shall be carried out in one complete immersion. Double dipping shall not be permitted. When the steel section is removed from

    the galvanising kettle, excess spelter shall be removed only by bumping.

    3.7 Whenever galvanised bolts, nuts, locknuts, washers, accessories etc. are specified, these shall be hot-dip galvanised. Spring washers shall be electro-

    galvanised. Excess spelter from bolts, nuts, etc. shall be removed by

    centrifugal spinning. Rechasing of bolt threads after galvanising shall not be

    permitted. Nuts however may be tapped, but not to cause appreciable rocking

    of the nuts on the bolts. Readily available GI nuts, bolts and washers

    conforming to galvanising requirements may also be used.

    3.8 Defects in certain members indicating presence of impurities in the galvanising bath in quantities larger than that permitted by the specifications

    or lack of quality control in any manner in the galvanising plant, shall render

    the entire production in the relevant shift liable to rejection.

    3.9 Sufficient care should be exercised while storing, packing and handling. Contractor shall ensure that galvanising is not damaged in transit. While

    storing and transporting, adequate ventilation should be provided as otherwise

    White rust or Wet storage stain may result with humidity and atmospheric

    gases. In the event of occurrence of any damage, contractor shall at its own

    cost adopt scrapping & regalvanizing the member to satisfy the specific

    requirements. In many cases, it will be advisable to give a Post-treatment like

    Chromatting to minimise chances for formation of white rust.

    4. METHOD OF MEASUREMENT

    4.1 Galvanising work shall not be measured separately if galvanising is already included in the scope of item of work of fabrication/erection of steel.

    4.2 In case the galvanising is to be carried out on already fabricated steel work, a separate rate for galvanising shall be quoted as called for in the Schedule of

    Quantity. The weight of the actual completed structures including weight of

    ANNEXURE 4 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • TATA CONSULTING ENGINEERS SECTION: WRITEUP

    GALVANISING OF STRUCTURAL STEEL SHEET OF 3

    3

    bolts, nuts and washers shall be calculated from the approved drawings for

    different items of work and NO ALLOWANCE in weight will be made for

    weight of zinc added due to galvanising.

    ANNEXURE 4 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • SPEC. NO. TCE.6079A-C-266-301

    TATA CONSULTING ENGINEERS LIMITED SECTION: Performance Guarantee

    FLARE SYSTEM SHEET 1 OF 1

    SEAL &

    SIGNATURE OF THE BIDDER

    FILE NAME: 6079AC266301_PG.DOC TCE FORM NO. 329 R5

    ISSUE R0

    PERFORMANCE GUARANTEE

    S.No

    Utilities Units Continuous Requirement

    Intermittent Requirement

    1. Water Kg/hr

    2. Medium Pressure Steam Kg/hr

    3. Fuel Gas Kg/hr

    4. Power kWH

    5. Noise Level at Stack Base for full load of steam only (

  • TATA CONSULTING ENGINEERS LIMITED SECTION: TITLE

    TCE.6079A.590-LS-1001 PIPING MATERIAL SPECIFICATION

    SHEET i OF iii OF 4

    REV. NO. P0 P1 R0 R1

    ISSUE

    INITIALS SIGN. INITIALS SIGN. INITIALS SIGN. INITIALS SIGN.

    PPD. BY VRP -sd VRP

    CHD. BY DSJ -sd DSJ

    APD. BY RRP -sd RRP

    DATE 07.07.2010 08.11.10

    FORM NO. 020R3

    PIPING MATERIAL SPECIFICATION

    PMC SERVICES FOR THE UTILITIES & OFFSITES OF

    NHT/CCR

    FILE NAME: TCE-6079A-590-LS-1001P1

    ANNEXURE 6 TO CORRIGENDUM 4 TO FLARE SYSTEM TCE.6079A-C-266-301

  • TATA CONSULTING ENGINEERS LIMITED SECTION: CONTENT

    TCE.6079A.590-LS-1001 PIPING MATERIAL SPECIFICATION SHEET ii OF iii OF 4

    ISSUE P1

    FORM NO. 120 R1

    CONTENTS

    SL.NO PIPE CLASS REV SH.NO.

    1 LEGEND P0 1

    2 PMS FOR CA2 GRADE P0 2

    3 BRANCH CONN. CHART FOR CA2 GRADE P0 4

    4 PMS FOR CB2 GRADE P0 5

    5 BRANCH CONN. CHART FOR CB2 GRADE P0 7

    6 PMS FOR CD2 GRADE P1 8

    7 BRANCH CONN. CHART FOR CD2 GRADE P1 10

    8 PMS FOR CF2 GRADE P1 11

    9 BRANCH CONN. CHART FOR CF2 GRADE P1 14

    10 PMS FOR CC2 GRADE P0 16

    11 BRANCH CONN. CHART FOR CC2 GRADE P0 18

    12 PMS FOR CC3 GRADE P1 19

    13 BRANCH CONN. CHART FOR CC3 GRADE P1 21

    14 PMS FOR SB2 GRADE P0 22