testing of pipes & rubber rings

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    CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No.305

    C.A.NO.02/CIDCO/EE(B&U-III)/2010-11

    TECHNICAL SPECIFICATIONS

    (SEWERAGE WORK)

    I. Manufacturing of R.C.C. pipe

    NP2 and NP3

    Pipes (NP2 or NP3 class) : Manufacturing of pipe as per IS

    458 with the latest amendment as

    per Clause 6 with amendment,

    casting pipe by spinning, vibrating

    the concrete method.

    Flexible Rubber joints like pipe

    socket-spigot shall provided.

    1) Cement : As per IS 8041, IS 8043 and IS

    8112 a latest version for the

    manufactures of concrete pipes.

    2) Steel wire fabric : i) Mild steel grade-I, as perIS:432 Part-I & II structural

    steel as per IS:2062.

    ii) As per IS 1566 and IS 1786

    and IS 226 of latestamendments.

    3) Class of pipe NP2

    (Rubber Ring Roll on joint)

    : Spigot and socket as per Table

    No.9 of IS code 458 with latest

    amendment and design as per

    Table No.2 with amendments.

    NP3

    (Rubber Ring Roll on joint)

    : Spigot and socket as per Table

    No.10 and 10A of I.S. code 458

    with latest amendment. Design asper Table 3 with amendment.

    Barrel thickness design should be

    approved before taking work of

    manufacturing the pipe for NP3

    class pipes.

    4) Aggregates : Aggregates used as per I.S.383

    latest version and as per Clause

    No.4.3 of IS 458-1988 with

    amendment No.2.

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    CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No.306

    C.A.NO.02/CIDCO/EE(B&U-III)/2010-11

    5) Concrete : Pipe concrete should conforming

    to IS:456-1978 code of practice

    for plain and RCC (fourth

    revision) as per clause No.4.5 withlatest amendment.

    6) Water : As per IS 456-2000.

    7) Testing at factory : Contractor has to make

    arrangement of testing of pipe at

    factory before supply at site.

    Sampling as per IS code as per IS

    458 clause 9 with latest

    amendment/cube test are as per IS516-1959 and IS 5816-1999 at

    factory.

    Test are :

    i) Hydrostatic test as per IS

    3599-1998.

    ii) Three-edge bearing test as

    per IS 3599-1998.

    iii) Permeability test as per IS

    3597-1998.iv) Absorption test as per IS

    3599-1998.

    v) Straightness test as per IS

    3599-1998.

    Sampling and inspection should be

    as per clause No.10 of 458 with

    amendment.

    8) Marking on pipes : i) Name of manufacture withregister trademark.

    ii) Class of pipe

    iii) Date of manufacturer

    iv) I.S.I. mark

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    CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No.307

    C.A.NO.02/CIDCO/EE(B&U-III)/2010-11

    II Rubber Rings : Rubber ring chords used for pipes

    joints shall conform to IS:5382-

    1967 with amendment. Gasket

    shall be made of a properlyvulcanized virgin rubber

    compound of containing no scrap

    or reclaim.

    Tests : i) Hardness Test as per

    IS:3400

    ii) Tensile Test of Ring as per

    IS:3400

    iii) Compression Test as per

    IS:3400.iv) Accelerated ageing in air as

    per IS:3400.

    v) Water absorption Test as

    per I.S.3400.

    Sampling the time lapse for

    testing. Marking on Rings

    : As per IS code 5382 class 6 clause

    7 with appendix D.

    i) The manufactures nameand Trade mark if any

    ii) Month and year of

    manufacturer

    iii) The type follower by a

    word such Gas or Water or

    Sewer depending on the

    applications.

    iv) ISI mark

    III Manholes : As per IS:411 (Part-I) 1986 and asper drawing issued by CIDCO for

    execution purpose and as directed

    by Engineer.

    Type/spacing of manholes and

    construction of manholes

    : As per CIDCO drawing and

    schedule of Rate.

    IV Steps : As per Schedule of item and

    drawing note.

    As per IS:5455-1969.

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    CIDCO OF MAHARASHTRA LIMITED. Sl.Pg.No.308

    C.A.NO.02/CIDCO/EE(B&U-III)/2010-11

    Load Test : One sample of step of 50 samples

    may be subjected to load test as

    per Appendix A

    Marking : ISI mark

    Manufacture Name

    V Precast Concrete Manhole

    cover and frame

    : As per Tender Schedule and

    Drawing and IS Code 12592-

    2002.

    i) Grade and Type : Heavy duty HD 20 Rectangular or

    Circular

    ii) Cement : IS:269, IS:455, IS:8043, IS:8112.iii) Aggregates : IS 383

    iv) Concrete : IS : 456-2000. M-30 Grade.

    v) Steel : As per Clause 4.4 of IS:12592.

    vi) Test : Load Test as per clause o.9.3 of

    IS:12592. Sampling and/or testing

    should be done in accordance with

    Clause No.11 of IS:12592.

    vii) Marking : ISI mark, BIS mark.

    VI Laying of Sewer Line : As per Schedule of rate of Tenderand Particular Specifications and

    IS Code 783. Width of excavation

    is as per Particular Specification.

    __________________ ____________________________

    Signature of Tenderer Additional Chief Engineer (I&NT)

    Date: Date: