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PACKAGE : I Bid Document VOLUME : II - Public Health Engineering

PACKAGE : I Bid Document VOLUME : II - Public Health Engineering

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The trench shall be so dug that the pipeline may be laid to the required gradient and<br />

to the required depth, mentioned in the Table below. A minimum cover of 1.2m is<br />

to be provided above the crown level of pipe upto the Ground level / Road level.<br />

Table showing details of trench size.<br />

Diameter (mm) Trench width (m)<br />

100 0.70<br />

150 0.75<br />

200 0.80<br />

250 0.85<br />

300 0.90<br />

350 0.95<br />

400 1.00<br />

450 1.05<br />

500 1.10<br />

600 1.20<br />

700 1.30<br />

750 1.35<br />

800 1.40<br />

900 1.50<br />

1000 1.60<br />

1100 1.70<br />

1200 1.80<br />

1300 1.90<br />

1400 2.00<br />

1500 2.10<br />

1600 2.20<br />

5.7 Maximum length of open trench.<br />

Except by special permission of the Engineer, only that length of trench excavation<br />

shall be permitted in advance of the pipe jointing, such that laying and jointing of<br />

pipes can reasonably be expected to be completed and the trench refilled not later<br />

than 3 days after excavation of the trench. The contractor will not be permitted to<br />

keep trenches open for unduly long periods, creating public hazards. The Engineer's<br />

decision in this respect shall be final.<br />

5.8 Widening trench at joints etc..<br />

Any widening or deepening of the trench, whether in ordinary soil or rock,<br />

necessary to accommodate curves, joints or bends as shown on the drawings or<br />

ordered by the Engineer shall be carried out by the Contractor, after taking all the<br />

necessary safety measures.<br />

GTS : General Technical Specification. Page 35

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