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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. 380<br />

SR.<br />

NO.<br />

5.30.2.2 Additional Requirements<br />

As per Clause 1704.4 of MORT&H Standard Specifications, concrete<br />

shall meet with any other requirements as specified on the drawing or<br />

as directed by the Engineer. Additional requirements shall also consist<br />

of the following overall limits of deleterious substances in concrete:<br />

For substructure:<br />

a) Variation in cross-sectional<br />

dimensions<br />

b) Misplacement from specified position<br />

in plan<br />

TYPE<br />

1. (a) Structure with exposed inclined surface<br />

requiring low slump concrete to allow proper<br />

compaction<br />

: +10mm, -5mm<br />

: 10mm<br />

c) Variation of levels at the top : +10mm<br />

SLUMP<br />

(mm)<br />

(b) Plain cement concrete 25<br />

2. RCC structures with widely spaced<br />

reinforcements e.g. solid columns, piers,<br />

abutments, footings, well staining<br />

3. RCC structures with fair degree of congestion of<br />

reinforcement; e.g. pier and abutment caps, box<br />

culverts well curb, well cap, walls with thickness<br />

greater than 300 mm.<br />

4. RCC and PSC structures with highly congested<br />

reinforcement e.g. deck slab girders, box girders,<br />

walls with thickness less than 300 mm.<br />

5. Underwater concreting through tremie e.g.<br />

bottom plug, cast-in-situ piling<br />

25<br />

40 -50<br />

50-75<br />

75-125<br />

100-200

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