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Pipelaying Tender-VOL IV - WorleyParsons.com

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EPMC SERVICES FOR REWARI – KANPUR PIPELINE<br />

SPECIFICATION FOR FIELD JOINT COATING (HEAT SHRINK SLEEVES)<br />

7. REPAIRS<br />

7.1 If a field joint is detected to be unacceptable after testing as per section 6.0 of this specification<br />

the Contractor shall, at his own cost:<br />

a. Determine the cause of the faulty results of the field coating.<br />

b. Mobilise the expert of manufacturer, if required.<br />

c. Test to the <strong>com</strong>plete satisfaction of Company/Consultants, already <strong>com</strong>pleted field coatings.<br />

d. Stop the field coating works until remedial measures are taken against the causes of such<br />

faults, to the entire satisfaction of the Company.<br />

7.2 Contractor shall replace all joint coating found or expected to be unacceptable as per section<br />

6.0 of this specification.<br />

7.3 Contractor shall, at his own cost repair all areas where the coating has been removed for<br />

testing by the Company/Consultants.<br />

7.4 After the coating work on welded joints and repairs to the coating have been <strong>com</strong>pleted the<br />

coating as a whole shall be tested with a spark-tester before lowering or jacking the pipeline.<br />

7.5 Company shall be entitled to check the coating on buried pipelines or parts of pipelines with<br />

equipment such as the "Pearson Meter" and the resistance meter. If coating defects are established,<br />

the Contractor shall be responsible for excavation at such points, repairing the coating, spark testing<br />

and backfilling the excavations without extra cost to <strong>com</strong>pany.<br />

7.6 In case of HDPF in-fill coating, any voids >50 mm shall be repaired in accordance with the<br />

Manufacturers re<strong>com</strong>mended repair procedure.<br />

n:\513-mh-2145-rkpl\11 engineering\11.8 pipelines\06 spec\specification for field joint coating\mh2145-c000-plspc-0015.doc<br />

MH2145-C000-PL-SPC-0015 RevA Page 25 of 42

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