18" VVSPL P/L Rerouting

TRANSPORTATION OF LINE — TRANSPORTATION OF 18 INCH OUTER DIAMETER CARBON STEEL LINE PIPE 7.1 MM TO 12.7 MM WT EXTERNALLY 3 LPE/3 LPP COATED DOUBLE RANDOM LENGTH FROM HPCL SITES TO HPCL DESIGNATED SITES AS PER TENDER SPECIFICATIONS. JOB INCLUDES LIFTING, HANDLING, HAULING, ARRANGING WOODEN SLEEPERS/SAFE TRANSPORTATION MEASURES, LOADING, TIEING SAFELY, TRANSPORTATION, ARRANGING INSURANCE, UNLOADING, STACKING AT WORK SITE WITHOUT ANY DAMAGES ALL INCLUSIVE. REFER TENDER DOCUMENT

LAYG OF CS PIPELINE — LAYING OF 18 INCH DIAMETER CARBON STEEL PIPELINE AND LR BEND (API 5L GRADE X70), ERW 7.1 TO 10.5 MM WT, EXTERNALLY COATED WITH 3 LPE/3 LPP/HEAT SHRINK SLEEVE) IN UNDERGROUND CONDITION WITH MINIMUM 1.25M CLEAR COVER AND ALL TYPES OF STRATA ALONG WITH OFC AS PER TENDER DOCUMENT. 1.50 M CLEAR COVER AT MINOR WATER CROSSING/CANAL/DRAIN/NALA/MARSHY LAND/CREEK AREA

LAYING OF CS CONCRETE — LAYING OF CARBON STEEL CONCRETE COATED PIPELINE WITH OFC: LAYING OF 18 INCH DIAMETER CARBON STEEL CONCRETE COATED PIPELINE AND LR BEND (API 5L GRADE X70), ERW 7.1 TO 10.5 MM WT, EXTERNALLY COATED WITH 3 LPE/3 LPP/HEAT SHRINK SLEEVE), CEMENT COATED IN UNDERGROUND CONDITION WITH MINIMUM 1.25 M CLEAR COVER AND ALL TYPES OF STRATA. 1.50 M CLEAR COVER AT MINOR WATER CROSSING/CANAL/DRAIN/NALA/MARSHY LAND/CREEK AREA

HDD CROSSINGS — HDD CROSSINGS: COMPLETE WORK OF ANY CROSSING (BETWEEN THE LIMITS AS DEFINED IN DRAWING-DETAILED CONSTRUCTION DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR DULY APPROVED BY OWNER/PMC) BY HDD METHOD INCLUDING "RECEIVING AND TAKING OVER" OWNER SUPPLIED THREE LAYER PE/PP COATED LINE PIPES FROM OWNER'S DESIGNATED PLACE TO ISSUE/DUMP SITE(S) AND TRANSPORTATION TO CONTRACTOR'S STOCK YARD/WORK SHOP/WORK SITE INCLUDING ALL HANDLING, LOADING, UNLOADING, ALIGNING ETC. SUPPLY OF ALL CONTRACTOR SUPPLIED MATERIAL INCLUDING CONSUMABLES, DEPLOYMENT OF MANPOWER, EQUIPMENT, OTHER RESOURCES TO WORK SITE(S) AND ACQUIRING THE REQUIRED LAND FOR STORAGE., EXECUTION OF, BUT NOT LIMITED TO, FOLLOWING WORKS IN ACCORDANCE WITH SPECIFICATIONS AND INSTRUCTION OF ENGINEER-IN-CHARGE AND AS PER ALL PROVISION OF CONTRACT DOCUMENT. EACH TYPE OF X-ING HAS ALSO TO BE FULFILLED. IN CASE OF ROAD CROSSING, DRILLING TO REQUIRED DEPTH FROM TOP OF ROAD INCLUDING MAINTENANCE OF DRILL HOLE IN ALL TYPES OF STRATA, ALL DEPTH TO ACCOMMODATE THE PIPELINE AND CS CONDUIT FOR OFC LAYING AT ALL CONDITIONS ENCOUNTERED DURING ROAD CROSSING BY APPROVED HDD METHODS FOR PROVIDING MINIMUM COVER SPECIFIED IN CODE/SPECIFICATION OR THE ACTUAL DEPTH AS DECIDED BY CONCERNED AUTHORITY, WHICHEVER IS MORE. LAYING OF THE PIPELINE (FOR WATER BODY, ROAD AND RAILWAYS CROSSING) BY THE APPROVED HDD METHOD ACROSS THE CROSSING INCLUDING, STRINGS PREPARATION OF PIPES, WELDING, TESTING, 100% NDT BY AUT/RADIOGRAPHY BY X-RAY, WELDING REPAIR AND RETEST, COATING OF FIELD JOINTS WITH SPECIAL TYPE DIRAX HEAT SHRINK SLEEVE OR EQUIVALENT (INCLUDING SUPPLY OF COATING MATERIAL) AND REPAIR OF PIPELINE COATING WITH SPECIAL PERP-60E REPAIR PATCH OR EQUIVALENT MATERIAL (INCLUDING SUPPLY OF REPAIR PATCH) AS PER SPECIFICATION, PRE-HYDROTEST OF COMPLETE STRINGS MADE FOR CROSSING ETC. STRING PREPARATION AND LAYING OF 6 INCH CS CONDUIT FOR OFC BY HDD METHOD, WELDING ETC. SUPPLY, FABRICATION AND CONSTRUCTION OF PROTECTIVE FENCING AS REQUIRED. BACKFILLING OF THE DITCH/ TRENCH INCLUDING RESTORATION AND CLEAN-UP OF AREA, SAFE DISPOSAL OF DRILLING FLUID & WASTE ETC. TO THE SATISFACTION OF ENGINEER-IN- CHARGE AND/OR AS DIRECTED BY CONCERNED AUTHORITY. PREPARATION OF AS-BUILT DRAWINGS AND OTHER RECORDS ETC., ALL OTHER WORKS NOT SPECIFICALLY LISTED HEREIN, BUT REQUIRED AS PER DRAWINGS, SCOPE OF WORK, SPECIFICATIONS, STANDARDS PROVISION OF CONTRACT DOCUMENT, CALCULATIONS, AND INSTRUCTION OF ENGINEER-IN- CHARGE, LEADING TO SUCCESSFUL COMPLETION OF WORKS. THIS HDD QTY IS FOR LAYING OF 18 INCH DIA CARRIER PIPE AT MULTIPLE LOCATIONS IN REROUTING STRETCH.

CONTINUOUS CONCRETE — CONTINUOUS CONCRETE COATING FOR ANTI-BUOYANCYUNIT RATE FOR ADDITIONAL WORK OVER AND ABOVE PIPELINE LAYING FOR SUPPLY OF ALL CONSUMABLES & MATERIALS AND APPLICATION OF CONTINUOUS CONCRETE WEIGHT COATING ON PIPES OF ALL WALL THICKNESSES AND CONCRETE COATIN MINIMUM 100 MM CONCTRETE THICKNESS

PIPELINE DIRECTION MARKER 11986-VVPL-PIPELINE — PIPELINE DIRECTION MARKER: PROVIDING AND INSTALLATION OF PIPELINE DIRECTION MARKER AS PER STANDARD AND SPECIFICATION. REFER TENDER DOCUMENT

PIPELINE WARNING BOARD — PIPELINE WARNING BOARD: PROVIDING AND INSTALLATION OF PIPELINE WARNING POST AS PER STANDARD AND SPECIFICATION. REFER TENDER DOCUMENT

FAB OF 6D HOT PULLED LR — FABRICATION OF 6D HOT PULLED LR BEND: FABRICATION AND THIRD PARTY INSPECTION FOR 18 INCH OUTER DIAMETER 6D RADIUS HOT PULLED BEND AS PER SPECIFICATION MADE OUT OF OWNER FREE ISSUE LINE PIPE OF 18 INCH OUTER DIAMETER BARE/3LPE/3LPP COATED 7.1 TO 10.5 MM WALL THICKNESS CONFORMING TO API 5L GRADE X70 ERW, BEND DEFLECTION ANGLE UPTO 45 DEGREE. REFER TENDER DOCUMENT

FAB OF 6D HOT PULLED LR — FABRICATION OF 6D HOT PULLED LR BEND: FABRICATION AND THIRD PARTY INSPECTION FOR 18 INCH OUTER DIAMETER 6D RADIUS HOT PULLED BEND AS PER SPECIFICATION MADE OUT OF OWNER FREE ISSUE LINE PIPE OF 18 INCH OUTER DIAMETER BARE/3LPE/3LPP COATED 7.1 TO 10.5 MM WALL THICKNESS CONFORMING TO API 5L GRADE X70 ERW, BEND DEFLECTION ANGLE MORE THAN 45 DEGREE AND UPTO 90 DEGREE. REFER TENDER DOCUMENT

COATING OF LR BEND — SUPPLY AND APPLY OF COATING-LR BEND: COATING OF LONG RADIUS BEND: PROVIDING AND APPLICATION OF CORROSION COATING WITH HEAT SHRINK SLEEVE (HTLP 80 OR EQUIVALENT) ON 18 INCH OUTER DIAMETER 6D LONG RADIUS CARBON STEEL PIPE BEND. REFER TENDER DOCUMENT