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particular specifications (road works) - CIDCO Maharashtra Ltd.

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<strong>CIDCO</strong> OF MAHARASHTRA LTD<br />

C.A.No.01/<strong>CIDCO</strong>/SE(KHR)/EE(KHR-I)/2010–11 Pg. No. 296<br />

10.3.3 Job mix formula:<br />

The Contractor shall inform the Engineer in writing, at least 20 days<br />

before the start of the work, of the job mix formula proposed for use in<br />

the <strong>works</strong>, and shall give the following details;<br />

i) Source and location of all materials;<br />

ii) Proportions of all materials expressed as follows where each is<br />

applicable.<br />

a) Binder type, and percentage by weight of total mixture<br />

b) Coarse aggregate/Fine aggregate/Mineral filler as<br />

percentage by weight of total aggregate including mineral<br />

filler;<br />

iii) A single definite percentage passing each sieve for the mixed<br />

aggregate;<br />

iv) The individual grading of the individual aggregate fractions, and<br />

the proportion of each in the combined grading.<br />

v) The results of tests enumerated in Table 500-11 as obtained by<br />

the Contractor.<br />

vi) Where the mixer is a batch mixer, the individual weights of each<br />

type of aggregate and binder per batch.<br />

vii) Test results of physical characteristics of aggregates to be used.<br />

viii) Mixing temperature and compacting temperature.<br />

While establishing the job mix formula, the Contractor shall ensure that<br />

it is based on a correct and truly representative sample of the materials<br />

that will actually be used in the work and that the mixture and its<br />

different ingredients satisfy the physical and strength requirements of<br />

these Specifications.

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