Pipelaying Tender-VOL IV - WorleyParsons.com

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EPMC SERVICES FOR REWARI – KANPUR PIPELINE SCOPE OF WORK–PIPELINE LAYING AND ASSOCIATED WORKS keeping record thereof, stacking and handing over of all cut trees as per direction of Owner representative. Contractor shall also obtain demand notes, if any, from the authorities for depositing money. Owner shall reimburse to contractor all fees paid to Govt. bodies on production of original receipt. All liaisons shall be done by the contractor. Contractor shall be responsible for plantation of new trees, as per the quantity directed by concern authorities and there after maintenance and records keeping of such planted trees up to the period given by concern authorities. 4.1.7 All requirement and stipulations of statutory authorities shall be adhered. 4.1.8 Carrying out all additional topographical survey and/or soil investigations, as required for local detours or otherwise for construction purposes, during execution, including preparation of plan, alignment sheet and profile drawings as directed by Owner representative. 4.1.9 HPCL is getting the hydrological and geo-technical survey done for the following River Canal, Nadi, Drain and reports are enclosed in the tender. Crossing no. Name of Crossing Alignment Sheet Chainage Method of crossing Bed Width (M) CS-06 JAWAHAR LAL NEHRU CANAL ALN-03 5+164.2 HDD/ Horizontal boring 27.93 CS-58 RUPAREL RIVER ALN-47 80+522.91 HDD/ Horizontal boring 35.87 CS-68 RUPAREL RIVER ALN-52 89+485.26 HDD 39.66 CS-106 HOMES CANAL ALN-73 126+891.32 HDD 19.01 CS-112 MURWARA MAHGAYA CANAL ALN-76 132+718.10 HDD 25.05 CS-126 GOVARDHAN DRAIN ALN-86 148+887.77 HDD 67.79 CS-153 YAMUNA RIVER ALN-98 170+486.00 HDD 178.7 CS-239 LOWER GANGA CANAL (BHOGNIPUR BRANCH) ALN-148 257+518.45 HDD 68.35 CS-280 SENGAR NADI ALN-170 296+731.87 HDD 35.55 CS-366 AHNEYA NADI ALN-210 366+178.11 HDD 24.94 n:\513-mh-2145-rkpl\23 exchange\pipeline laying tender-rkpl\final 16.04.2013\pipeline-1\01 sow\mh2145-c000-pl-sow-0001.doc MH2145-C000-PL-SOW-0001 RevA Page 9 of 42
EPMC SERVICES FOR REWARI – KANPUR PIPELINE SCOPE OF WORK–PIPELINE LAYING AND ASSOCIATED WORKS CS-380 CS-396 CS-419 ARIND OR RIND RIVER ARIND OR RIND RIVER ARIND OR RIND RIVER ALN-215 375+711.87 HDD 33.27 ALN-225 392+085.10 HDD 30.02 ALN-237 413+698.76 HDD 41.79 However, any additional survey/ investigations required by the Contractor for designing and execution of these crossings shall be carried out by him. The Contractor shall submit such survey data/reports to Owner within six weeks of award of contract. 4.1.10 Thorough internal cleaning of all pipes to remove debris, shots, grit etc. that may present inside the pipes to the satisfaction of Engineer-in-Charge. 4.1.11 Staking, clearing, grading, fencing of Right of Use (ROU) wherever required, trenching to all depths in all types of soil including soft and hard rock, including blasting, preservation and restoration of top soil as per drawing no. MH2145-C000-PL-DST-0001 to 0020(Typical Construction Standard drawings), chiselling or otherwise cutting etc. to a width to also accommodate the optical fibre cable/ cable conduit as per the relevant standards, drawings, specifications etc., providing sand/soft soil/or any other material containing no gravel ,rock or lump of hard soil padding in the trench wherever required including supply of sand/soft soil, aligning, bending, welding, NDT including radiography, field weld joint coating, external corrosion coating of long radius bends and buried fittings/valves including supply of coating material as per the field joint coating specification, laying and lowering including maintaining the specified minimum spacing between parallel proposed pipelines & existing pipeline (if any), carrying out road, rail, utility and submerged minor & major water crossings Including bank stabilization of water crossings as required including arranging all temporary land/area required for construction purposes; and for stringing purpose at crossings; supply and installation of anti-buoyancy measures viz. continuous concrete coating, Geotextile Bags of Pipe Sak make or equivalent system of anti-buoyancy, select backfill, extra cover, etc. on pipeline, back filling including supply of select backfill material where required, backfill of top soil cover minimum 300 mm as per Typical pipeline construction drawing and specification for pipeline construction, Providing slope-breakers in steep slope areas including supply of all materials, clean-up, pigging, flushing, hydrostatic testing with the quantity of corrosion inhibitor as required, de-watering with the addition of approved chemicals to neutralize the effect of inhibitor added during hydro-test, swabbing, pre-commissioning, providing commissioning assistance / support including supply of all materials such as required type and quantity of pigs, consumables and manpower that are required during precommissioning and commissioning activities including all coordination with and assistance to other agencies/Contractors during commissioning operations and all associated works. n:\513-mh-2145-rkpl\23 exchange\pipeline laying tender-rkpl\final 16.04.2013\pipeline-1\01 sow\mh2145-c000-pl-sow-0001.doc MH2145-C000-PL-SOW-0001 RevA Page 10 of 42
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