3X350MT MSV VARANASI

AREA CLEANING BUSHES / — AREA CLEANING BUSHES/SHRUBS: AREA CLEANING-CLEARING OF AREA INCLUDING CUTTING TREES, BUSHES, VEGETATION, ROOTS, ETC. BY DOZER OR MANUAL METHODS. JOB INCLUDES DISPOSING THE VEGETATION, TREES (DIAMETER NOT MORE THAN 100 MM), ROOTS ETC., TO ALL LEADS OUTSIDE PLANT BOUNDARIES TO SUITABLE DUMPING SPOTS/UNOBJECTIONABLE PLACES; RIGHT OF WAY PAYMENTS; LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING AND LEVELING AT DUMPING SPOTS/UNOBJECTIONABLE PLACES; ALL COMPETE AS PER INSTRUCTIONS OF HPCL SITE-IN-CHARGE INCLUDING LOADING, TRANSPORTATION, UNLOADING, COST OF ALL LABOUR, MATERIAL, EQUIPMENT, LEAD, LIFT ETC. ALL COMPLETE AND AS DIRECTED BY THE ENGINEER-IN-CHARGE. PARTY SHALL QUOTE HIS RATES CONSIDERING ANY INCOME THAT HE MAY DERIVE FROM DISPOSING THE VEGETATION, TREES (DIAMETER NOT MORE THAN 100 MM), ROOTS, ETC.

EARTH EXCN UPTO 1.5 MT ALL 12112-VARANASI LPG — EARTH EXCAVATION UPTO 1.5 MT ALL SOIL: EXCAVATION IN ALL TYPES OF SOIL UPTO AND INCLUDING 1.5 M DEPTH BELOW NATURAL GROUND LEVEL-EXCAVATION IN SOIL-EARTHWORK IN EXCAVATION FOR FOOTINGS, PLINTH BEAMS, FOUNDATIONS, PEDESTALS, CULVERTS, TUNNELS, RETAINING WALL BASES, PITS, TRENCHES, ETC. AS DIRECTED, IN ORDINARY SOILS EXCLUDING SOFT ROCK AND HARD ROCK TO A DEPTH UP TO 1.5 METERS BELOW EXISTING GROUND LEVEL AND INCLUDING SHORING AND STRUTTING IF ANY REQUIRED; STAKING OUT OF WORK AS PER SPECIFICATIONS; TAKING SPOT LEVELS ON EDGES AND CENTRELINE AT 3 TO 5 M C/C AS PER SPECIFICATIONS; BAILING OUT OF WATER IF ENCOUNTERED; PROVIDING TEMPORARY SUPPORTS IF REQUIRED. USABLE SOIL TO BE SHIFTED AT PLACE ADVISED BY HPCL (WITHIN 200M RADIUS) AND NEED TO BE SPREAD AND LIGHT COMPACTED. UNUSABLE SOIL TO BE CARTING AWAY AND DISPOSING OFF BEYOND PLANT BOUNDARIES TO SUITABLE DUMPING SPOTS/UNOBJECTIONABLE PLACES; OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS BY PAYMENT OF ROYALTY; RIGHT OF WAY PAYMENTS; LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING AND LEVELLING AT DUMPING SPOTS/UNOBJECTIONABLE PLACES; ALL COMPLETE AS PER INSTRUCTIONS OF HPCL. PLAN AREA MEASUREMENT FOR EXCAVATION SHALL BE RESTRICTED TO DIMENSIONS SHOWN IN DRAWINGS ONLY. ALLOWANCE FOR SIDE SLOPES AND SHUTTERING/MANUAL HANDLING SHALL NOT BE MEASURED.

EARTHWORK EXCN >1.5MT TO 12112-VARANASI LPG — EARTHWORK EXCAVATION >1.5 MT TO <3 MT: EXCAVATION IN ALL TYPES OF SOIL BELOW 1.5 M AND UPTO AND INCLUDING 3 M DEPTH BELOW NATURAL GROUND LEVEL-EXCAVATION IN SOIL-EARTHWORK IN EXCAVATION FOR FOOTINGS, PLINTH BEAMS, FOUNDATIONS, PEDESTALS, CULVERTS, TUNNELS, RETAINING WALL BASES, PITS, TRENCHES, ETC. AS DIRECTED, IN ORDINARY SOILS EXCLUDING SOFT ROCK AND HARD ROCK TO A DEPTH UP TO 3 METERS BELOW EXISTING GROUND LEVEL AND INCLUDING SHORING AND STRUTTING IF ANY REQUIRED; STAKING OUT OF WORK AS PER SPECIFICATIONS; TAKING SPOT LEVELS ON EDGES AND CENTRELINE AT 3 TO 5 M C/C AS PER SPECIFICATIONS; BAILING OUT OF WATER IF ENCOUNTERED; PROVIDING TEMPORARY SUPPORTS IF REQUIRED. USABLE SOIL TO BE SHIFTED AT PLACE ADVISED BY HPCL (WITHIN 200M RADIUS) AND NEED TO BE SPREAD AND LIGHT COMPACTED. UNUSABLE SOIL TO BE CARTING AWAY AND DISPOSING OFF BEYOND PLANT BOUNDARIES TO SUITABLE DUMPING SPOTS/UNOBJECTIONABLE PLACES; OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS BY PAYMENT OF ROYALTY; RIGHT OF WAY PAYMENTS; LOADING AT HPCL PREMISES; TRANSPORTATION TO DUMPING SPOTS/UNOBJECTIONABLE PLACES; UNLOADING AND LEVELLING AT DUMPING SPOTS/UNOBJECTIONABLE PLACES; ALL COMPLETE AS PER INSTRUCTIONS OF HPCL. PLAN AREA MEASUREMENT FOR EXCAVATION SHALL BE RESTRICTED TO DIMENSIONS SHOWN IN DRAWINGS ONLY. ALLOWANCE FOR SIDE SLOPES AND SHUTTERING/MANUAL HANDLING SHALL NOT BE MEASURED.

EXCAVATION IN HARD ROCK — EXCAVATION IN HARD ROCK: EXCAVATION IN HARD ROCK ALL COMPLETE AS PER SPECIFICATIONS AND INSTRUCTIONS OF HPCL ENGINEER-IN-CHARGE. QUOTED RATES ARE DEEMED TO INCLUDE STACKING THE EXCAVATED ROCK FOR ENABLING HPCL TO TAKE STACK MEASUREMENTS AND INCLUDING SHORING AND STRUTTING IF ANY REQUIRED. THE STACK MEASUREMENT WILL BE DEDUCTED BY 50% FOR VOIDS. AFTER STACK MEASUREMENT IS TAKEN, THE STACK IS TO BE DISPOSED OF AT A SUITABLE SPOT INSIDE PLANT PREMISES INCLUDING LOADING, TRANSPORTATION AND UNLOADING AND LEVELLING OF ROCK MATERIALS AT DESIGNATED SPOT WITHIN PLANT PREMISES FOR ALL APPLICABLE LEADS AND LIFTS; ALL COMPLETE AS PER INSTRUCTIONS OF HPCL ENGINEER-IN-CHARGE. THE CONTRACTOR SHALL CARRY OUT PETROGRAPHIC TEST FOR CONFIRMING THAT IT IS HARD ROCK AND QUOTED RATES ARE DEEMED TO INCLUDE THIS EXAMINATION AT LAB. THE ROCK SHALL BE BROKEN WITH TRACTOR/TRAILER MOUNTED CHISEL HAMMERS/ROCK BREAKERS.

SUP & FLG OF MURRUM — SUPPLYING AND FILLING MURRUM OF APPROVED QUALITY WITH PI OF 1 TO 7 (LOW PLASTIC) OR 7 TO 13 (MEDIUM PLASTIC) CONTAINING NOT MORE THAN 20% COHESIVE FINES NAMELY CLAY, 40MM AND DOWN SIZE GRADING AND MAX. DRY DENSITY OF MATERIAL NOT LESS THAN 1.70 GMS/CC, INCLUDING EXCAVATION AT BORROW PITS OUTSIDE PLANT PREMISES; PAYMENT OF ROYALTY TO OWNER OF BORROW PIT, IF APPLICABLE; PAYMENT OF APPLICABLE ROYALTIES, TAXES, ETC. TO STATUTORY AUTHORITY FOR OPERATING THE BORROW PIT; LOADING AT BORROW PIT END; TRANSPORTATION FROM BORROW PIT TO HPCL PREMISES; REMOVING DEBRIS, ORGANIC MATTER, ETC; SPREADING IN LAYERS NOT EXCEEDING 300MM LOOSE DEPTH; DEWATERING DURING COURSE OF FILLING, WATERING, COMPACTION WITH VIBRATORY ROLLER TO OBTAIN 98% OF STANDARD PROCTOR MAXIMUM LABORATORY DRY DENSITY AND FINISHING TO SLOPES AND GRADES AS PER DRAWINGS ALL COMPLETE AS PER SPECIFICATIONS AND INSTRUCTIONS OF HPCL ENGINEER-IN-CHARGE. RATE SHALL BE APPLICABLE FOR UP TO 3M DEPTHS BELOW NGL AND UP TO 2M ABOVE NGL. QUOTED RATES ARE DEEMED TO INCLUDE PROVIDING DEWATERING PUMP FOR DEWATERING IF REQUIRED; CONDUCTING INITIAL LABORATORY TESTS ON SAMPLES AND SUBSEQUENT IN-SITU DRY DENSITY/OMC TESTS AT 250 SQM OF AREA AFTER EACH LAYER OF FILLING ALL COMPLETE. THE MURRUM MAY BE LAID ON TOP OF WSEL LAYER OR IN ANY OTHER PATTERN AS PER APPROVED DRAWINGS. CONTRACTOR SHALL PLAN FOR SUPPLY OF MURRUM AFTER CHECKING THE APPROX. VOLUME OF SERVICEABLE EARTH AVAILABLE FOR BACKFILLING IN CONSULTATION WITH HPCL.

BACKFILLING OF EXCAVATED — BACKFILLING OF EXCAVATED EARTH: CARRYING OUT FILLING WITH SELECTED EARTH FROM SERVICEABLE EARTH STACKED WITHIN PLANT PREMISES (AFTER EXCAVATION) FOR ALL APPLICABLE LEADS AND LIFTS TO SITE OF WORK, SPREADING IN LAYERS OF LOOSE THICKNESS NOT EXCEEDING 200 MM AND COMPACTION BY VIBRO-ROLLER/RAMMERS, EARTH COMPACTOR TO OBTAIN 98% OF STANDARD PROCTOR MAXIMUM LABORATORY DRY DENSITY AND FINISHING TO SLOPES AND GRADES AS PER DRAWINGS ALL COMPLETE AS PER SPECIFICATIONS AND INSTRUCTIONS OF HPCL ENGINEER-IN-CHARGE. RATE SHALL BE APPLICABLE FOR ALL DEPTHS BELOW NGL AND UPTO 2M ABOVE NGL. QUOTED RATES ARE DEEMED TO INCLUDE PROVIDING DEWATERING PUMP FOR DEWATERING IF REQUIRED; CONDUCTING INITIAL LABORATORY TESTS ON SAMPLES AND CONSEQUENT INSITU DRY DENSITY/OMC TESTS@ 500 SQM OF AREA AFTER EACH LAYER OF FILLING ALL COMPLETE. THE MURRUM MAY BE LAID ON TOP OF WSEL LAYER OR IN ANY OTHER PATTERN AS PER APPROVED DRAWINGS. THE SELECTED EARTH MAY BE LAID ON TOP OF WSEL LAYER OR IN ANY OTHER PATTERN AS PER APPROVED DRAWINGS.

SUP&LAYNG WSEL LAYER — SUPPLY AND LAYING WSEL LAYER: WSEL (WEDGE SHEAR ELEMENT LAYER) OF STONE: (UNDER RCC RETAINING WALL FOUNDATIONS AND BELOW BULLETS). SUPPLYING AND LAYING OF WSEL LAYER IN DENSE TO VERY DENSE CONDITION USING 80 MM TO 300 MM SIZED BASALT OR GRANITE STONES WITH INTERSTICES PACKED WITH SPALLS AND STONE DUST AND WATERING COMPACTING WITH VIBRO-ROLLER TO ACHIEVE THE DESIRED COMPACTION AS PER THE DETAILED PROCEDURE OF CONSTRUCTION AND COMPACTION OF WSEL GIVEN IN THE TENDER SPECIFICATIONS, FILLING IN LAYERS, INCLUDING THE COST OF ALL LABOUR, MATERIAL, EQUIPMENT, LEAD, LIFT ETC., ALL COMPLETE AS PER TECHNICAL SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER-IN-CHARGE. ON TOP OF CLEANED HARD SURFACE PLACE COBBLE SIZE STONES OF 80 MM TO 300 MM THICKNESS IN 300 MM LOOSE THICK LAYER AND FILL THE GAP BETWEEN STONES WITH MURRUM SOILS AND COVER STONES TOP WITH MURRUM SOILS TO OBTAIN 450 MM LOOSE THICK LAYER OF WSELS-1. SPRINKLE 5 LITERS OF WATER PER SQ.M AREA ON TOP OF MURRUM SOILS, ALLOW THE WATER TO SOAK AND THEN ROLL ON TOP OF MURRUM SOILS USING VIBRATORY ROLLER OF 10T SELF-WEIGHT. THE TIME OF ROLLING IS ONE HOUR PER 100SQ.M AREA TO BE ROLLED. FOR EXAMPLE-TOTAL AREA EXCAVATED =2000 SQ.M. THEN TOTAL TIME OF ROLLING=2000 X 1/100=20 HOURS. METHOD OF WSEL: I) TAKE INITIALLY THE RLS OF EXCAVATED AND CLEANED GL AT 3M CENTER TO CENTER SQUARE GRIDS JUNCTIONS. GRID JUNCTION POINTS ARE MARKED WITH LIME POWDER. DETERMINE THE AVERAGE RL. II) PLACE FIRST LAYER OF WSELS AS STATED ABOVE OF ABOUT 45 CMS LOOSE THICKNESS. SPRINKLE WATER OVER IT AT THE RATE OF 5 LITERS PER SQ.M AREA. ALLOW WATER TO SOAK IN THE LAYER AND IN THE GROUND. III)ALLOW VIBRATORY ROLLER TO MOVE ON THE TOP OF MURRUM SOIL FOR TOTAL TIME PERIOD AS GIVEN ABOVE. AFTER ROLLING FOR 3 HOURS, AGAIN MARK THE GRID JUNCTION POINTS WITH LIME POWDER. JUNCTION POINTS SHALL BE AT SAME POINT WHERE INITIAL LEVELS WERE TAKEN. TAKE LEVELS AT THE JUNCTION POINTS. DETERMINE THE AVERAGE RL. THE DIFFERENCE IN AVERAGE RLS WILL GIVE THE AVERAGE SETTLEMENT OF GROUND IN 3 HOURS OF ROLLING. IV) REPEAT THE OBSERVATIONS AT EVERY 3 HOURS OF ROLLING AND NOTE THE AVERAGE RLS AT NEWLY MARKED JUNCTION POINTS. VI) THUS AFTER 20 HOURS OF ROLLING, TOTAL 8 READINGS OF AVERAGE RLS WILL BE AVAILABLE WITH INITIAL AVERAGE RL WITHOUT ROLLING. VII) PLOT THE GRAPH OF TIME IN 3 HOURS ON X AXIS AND SETTLEMENT OF GROUND AFTER EVERY 3 HOURS OF ROLLING ON–VE Y AXIS. IF GRAPH IS BECOMING NEARLY HORIZONTAL IN SHAPE INDICATING THE SETTLEMENT IS NOT OCCURRING. THIS CONFIRMS THAT COMPACTION IS SATISFACTORY. THEN PLACE SECOND LAYER AS STATED ABOVE. NO. OF HRS OF ROLLING MAY INCREASE TILL SETTLEMENT IS NOT OCCURRING.

SUP & FLG RIVER/M.SAND (Z — SUPPLY AND FILLING RIVER/M.SAND (Z 3/4): SUPPLY AND FILLING OF RIVER SAND (ZONE 3 AND 4)-SUPPLY AND FILLING RIVER SAND CONFORMING TO ZONE-III AND ZONE-IV AS PER IS:383 OR CRUSHED ROCK FINES(CRF)/MACHINE SAND CONFORMING TO 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 ENGINEER-IN-CHARGE, 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 ENGINEER-IN-CHARGE 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 TESTS AT 250 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 ENGINEER-IN-CHARGE COMPLETE. QUOTED RATES SHALL BE APPLICABLE FOR DEPTH UPTO 3M BELOW NGL AND HT UPTO 10M ABOVE NGL.

SPLY&LAYG 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.

SPLY&LAYG UPVC SHEET — SUPPLYING AND LAYING 1000 MICRON THICKNESS UPVC SHEET WITH LAPS ON EDGES INCLUDING THE COST OF ALL LABOUR, MATERIAL, ADHESIVE AND EQUIPMENT 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.