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Volume-II of IV - GAIL

Volume-II of IV - GAIL

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MECON LIMITED<br />

Delhi<br />

PROCESS & PIPING<br />

DESIGN SECTION<br />

TECHNICAL SPECIFICATION<br />

FOR<br />

PIPELINE CROSSINGS USING<br />

HORIZONTAL DIRECTIONAL<br />

DRILLING METHOD<br />

TECHNICAL SPECIFICATION NO. : MEC/S/05/62/75 REV-0 Page 3 <strong>of</strong> 11<br />

2.0 DESIGN AND ENGINEERING<br />

2.1 The limits <strong>of</strong> each crossing shall be determined by the Contractor on the basis<br />

<strong>of</strong> crossing pr<strong>of</strong>ile based on survey drawings, design, equipment, installation<br />

technique and site condition. Contractor shall furnish all engineering design<br />

calculation and crossing drawings etc. to owner for their approval prior to<br />

execution <strong>of</strong> the work.<br />

2.2 Within the entire limits <strong>of</strong> crossing, the minimum cover to top <strong>of</strong> coated pipe<br />

shall be as specified in the Special Conditions <strong>of</strong> Contract (SCC).<br />

However, wherever the drilled length for a crossing includes the crossings <strong>of</strong><br />

obstacles such as roads, railroads, cannals, streams, etc. The following<br />

minimum requirements <strong>of</strong> cover to the pipe shall be satisfied unless specified<br />

otherwise in the scope <strong>of</strong> work in SCC.<br />

For Road Crossing : 1.4 m from top <strong>of</strong> road to top <strong>of</strong> pipe.<br />

For railroad crossing : 1.7 m from base <strong>of</strong> Rail to top <strong>of</strong> pipe.<br />

For canal crossing : 1.5 m from lowest bed level to top <strong>of</strong> pipe.<br />

In case the pipeline crosses other utilities, viz., other pipelines, sewers, drain<br />

pipes, water mains, telephone conduits and other underground structures, the<br />

pipeline shall be installed with at least 500 mm free clearance from the<br />

obstacle or as specified in the drawing or such greater minimum distance as<br />

may be required by authorities having jurisdiction. Also in all cases, the<br />

minimum covers specified above shall be maintained within the entire limits <strong>of</strong><br />

crossing.<br />

2.3 The entry and exit points <strong>of</strong> the pipeline at ground level shall not come within<br />

the limits <strong>of</strong> crossing as defined in the crossing drawings.<br />

2.4 Contractor shall carry out calculations for determining the maximum<br />

permissible overburden on pipe, to check that the empty pipeline is safe from<br />

collapse at any point along the drilled crossing section. Contractor shall submit<br />

these calculations to Owner for approval.<br />

\\Akjha\work contrac\standard TS for Pipe Line WC (Vol-<strong>II</strong>) MASTER FOLDER\75 pipe line crossing using HDD method\Specification for PL CUHDDM 75.doc

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