REVAMPING OF CP SYSTEM@MLIF

REVAMPING OF CP SYSTEM — REVAMPING OF CP SYSTEM FOR MSV, CATHODIC PROTECTION SYSTEM: REVAMPING AND REFURBISHMENT OF CP SYSTEM INCLUDING CARRYING OUT ELECTRICAL ISOLATION, BASIC SURVEY, DESIGN, DETAILED ENGINEERING, CIVIL WORKS, SUPPLY, INSTALLATION, TESTING AND COMMISSIONING AS PER TENDER TECHNICAL SPECIFICATION.

SPLY AND LAYG OF PAVER — PAVER BLOCK-80 MM: SUPPLY AND LAYING 80 MM THICK GLAZED INTERLOCKING BLOCKS OF APPROVED COLOURS IN APPROVED DESIGN AND PATTERN AS DIRECTED, OF COMPRESSIVE STRENGTH 400 KG/SQ.CM. PLACING EACH AGAINST ITS NEIGHBOUR ON THE UN-COMPACTED SAND, CUTTING THE PIECES TO FILL UP EDGES NEXT TO THE EDGE RESTRAINS. AFTER LAYING COMPACT WITH VIBRATOR. SWEEP DRY FINE SAND OVER THE SURFACE, MAKING SURE IT FILLS ALL THE GAPS BETWEEN THE PAVER. VIBRATE THE AREA AGAIN TO GIVE STRONG INTERLOCKING BOND. SWEEP OFF EXCESS SAND INCLUDING ALL WORK COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE. (INTERLOCKING BLOCKS PATTERN TO BE APPROVED BY OWNER).

SPLY AND FILLING OF R/M — SAND FILLING FOR MOUND: SUPPLY AND FILLING RIVER SAND CONFORMING TO ZONE-II AND ZONE-III AS PER IS:383 UNDER BULLETS, FOOTINGS, PLINTH BEAMS, FOUNDATIONS, PEDESTALS, CULVERTS, TUNNELS, RETAINING WALL BASES, PITS, TRENCHES, ETC OR AS DIRECTED BY EIC, ARRANGED FROM RIVER OR STREAM BED OUTSIDE PREMISES INCLUDING ALL EXCAVATION, TRANSPORTATION, LABOUR, ROYALTY ETC. AT THE RIVER BED/SAND QUARRY, FILLING IN HPCL PREMISES IN LOOSE LAYERS NOT EXCEEDING 300 MM AND COMPACTING WITH VIBRATORY ROLLER AND PLATE VIBRATOR(FOR THOSE PORTIONS WHERE VIBRATORY ROLLER CANNOT BE USED) SO AS TO ACHIEVE 85% OF RELATIVE DENSITY (BY SAND REPLACEMENT METHOD) OR 93-98% COMPACTION BY PROCTOR DENSITY METHOD INCLUDING DRESSING UP THE SURFACE, REMOVAL OF ORGANIC MATERIALS AND WATERING AND JOB SHALL BE CARRIED OUT AS PER ATTACHED TECHNICAL SPECIFICATIONS AND AS PER DIRECTIONS OF EIC ALL COMPLETE. THE QUOTED RATE SHALL INCLUDE CONDUCTING INITIAL LABORATORY TESTS ON SAMPLES AND CONSEQUENT IN-SITU RELATIVE DENSITY TEST AS PER IS:2720 PART- XIV/OMC TEST SAT 50 SQM OF AREA IN EACH LAYER OF FILLING (MOISTURE CONTENT OF SAND SHALL BE KEPT BELOW 8%). THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORETICAL VOLUME ONLY BASED ON INITIAL AND FINAL LEVELS JOINTLY RECORDED JOB TO BE COMPLETED AS PER ATTACHED TECHNICAL SPECIFICATION/CODAL PROVISIONS/ SOUND ENGINEERING PRACTICES AND AS DIRECTED BY HPCL EIC COMPLETE. QUOTED RATES SHALL BE APPLICABLE FOR DEPTH UPTO 3 METER BELOW NGL AND HT UPTO 10 METER ABOVE NGL.

SPLY AND LAYG OF CABLE — SUPPLY AND LAYING OF OFC CABLE AS PER TENDER DOCUMENT.

SPLY AND LAYG OF UPVC — SUPPLY AND LAYING UPVC SHEET OF SPECIFIC GRAVITY 1.35 TO 1.43-SUPPLYING AND LAYING 1000 MICRON THICKNESS UPVC SHEET WITH LAPS ON EDGES INCLUDING THE COST OF ALL LABOUR, MATERIAL, ADHESIVE AND EQUIPMENTS COMPLETE AS PER SPECIFICATIONS, APPROVED DRAWINGS AND AS DIRECTED BY THE ENGINEER-IN-CHARGE. AS-LAID AREA ONLY WILL BE MEASURED FOR MAKING PAYMENT. OVERLAPS SHALL NOT BE MEASURED. AFTER LAYING TOP UPVC SHEET, WATER RETENTION TEST FOR 6 HRS SHALL BE CARRIED OUT BY CONTRACTOR. IN CASE OF LEAKAGES, SAME SHALL BE RECTIFIED AND THE RETENTION TEST SHALL BE REPEATED.

SPLY&LAYG OF GEOTEXTILE — SUPPLY AND LAYING GEOTEXTILE SHEET-SUPPLYING AND LAYING TERRAM 1000(WT: 130 TO 135 GRAMS/M2 AND ROLL WT OF 60 KG FOR 4.5 METER WIDTH AND 100 METER LENGTH) GEOTEXTILE SHEET WITH LAPS ON EDGES INCLUDING THE COST OF ALL LABOUR, MATERIAL AND EQUIPMENTS COMPLETE AS PER SPECIFICATIONS, APPROVED DRAWINGS AND AS DIRECTED BY THE ENGINEER-IN-CHARGE. AS-LAID AREA ONLY WILL BE MEASURED FOR MAKING PAYMENT. OVERLAPS SHALL NOT BE MEASURED.

AMC FOR 1ST YEAR — AMC FOR 1ST YEAR

AMC FOR 2ND YEAR — AMC FOR 2ND YEAR

AMC FOR 3RD YEAR — AMC FOR 3RD YEAR