testing of pipes & rubber rings
TRANSCRIPT
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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: