PACKAGE : I Bid Document VOLUME : II - Public Health Engineering
PACKAGE : I Bid Document VOLUME : II - Public Health Engineering
PACKAGE : I Bid Document VOLUME : II - Public Health Engineering
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Weigh-batching: Weigh batching machines shall provide facilities for the accurate<br />
control and measurement of the materials either singly or cumulatively and shall be<br />
capable of immediate adjustment by operators in order to permit variations if<br />
ordered by the Engineer. All weight dials shall be easily visible from the place at<br />
which filling and emptying of the hoppers are controlled.<br />
Addition of water and mixing:<br />
Water: The addition of water to a mixer shall be controlled such that between five<br />
and ten percent of the water enters the mixer before the cement and aggregate and a<br />
further five to ten percent of water enters the mixer after the said materials have<br />
been batched. The remainder of the water shall be added at a uniform rate with the<br />
said materials. The water-measuring device shall also be readily adjustable so that<br />
the quantity of water added to the mixer can, if necessary in the opinion of the<br />
witnessing Engineer’s representative be varied. The natural moisture contents of<br />
the aggregates shall be determined before the commencement of concreting or at<br />
such intervals as may be necessary or as required by the Engineer. The Contractor<br />
shall make due allowance for the water contained in the aggregate when<br />
determining in consultation with the Engineer’s representative, the quantity of water<br />
to be added to each mix, and shall adjust the amount of water added to each mix to<br />
maintain consistently the approved water/cement ratio of the mixed concrete. All<br />
important concrete shall be machine mixed to give complete coating of cement<br />
mortar on each coarse aggregate particle and to produce uniform coloured concrete<br />
with uniform distribution of materials. The mixer shall be run minimum<br />
1½ minutes. In case, for a minor job, hand mixing is permitted by the Engineer, it<br />
shall be done on smooth watertight platform not allowing the added water to flow<br />
out. The fine aggregate shall be spread in uniform thickness layer over which<br />
cement as required shall be placed and they shall be mixed thoroughly to give<br />
dry mortar.<br />
Water is then added gradually in required proportion, turning the mass, to give<br />
desired consistency mortar. The required quantity of coarse aggregate is then placed<br />
on mixing platform, wetted and mortar added. The entire mass is turned and<br />
returned to give uniform concrete of required consistency. 5% additional cement<br />
shall be used for hand mixed concrete.<br />
Admixtures: Any admixtures approved by the Engineer, which may be used, shall<br />
be measured separately in calibrated dispensers and shall be added to the mixture<br />
together with the water.<br />
GTS : General Technical Specification. Page 60