PEB SHEDS AND ALLIED WORKS @ PETCHEM TML PACHPADRA

EXCAVATION AND — RTHWORK: EARTHWORK IN EXCAVATION UPTO 2M DEPTH FOR FOUNDATIONS OF STRUCTURAL SHED, PIPE SUPPORTS/ SLEEPERS, PIPE BRIDGES, TRENCHES, LVERT, DRAIN, RCC BUILDING FOUNDATION, PARKING AREA ETC. OR ANY OTHER PLACE AS REQUIRED AND DIRECTED, IN ORDINARY SOILS INCLUDING SO ROCK / DISINTEGRATED ROCK, IN BOTH DRY AND WET CONDITIONS, INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOIL WATER, SHORING, ST TTING, SLUSH REMOVAL, INCLUDING BACKFILLING IN ALL POSITIONS, IN LAYERS OF 150MM AT ALL HEIGHTS AND DEPTHS AS PER DRAWING AND SPECIF ATIONS WHEREVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE APPROVED SURPLUS EARTH, INCLUDING RECLAIMING F M SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELING, WATERING AND MECHANICAL COMPACTION ETC., TRANSPORTING AND DISPOSAL OF RPLUS EXCAVATED EARTH WITHIN/ OUTSIDE PLANT BOUNDARY AS DIRECTED BY THE ENGINEER. (THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEO TICAL EXCAVATION VOLUME ONLY AS PER DRAWING I.E. FOR VOLUME OF BLOCK OF EXCAVATION HAVING THE ACTUAL DEPTH AND MAXIMUM BOTTOM DIMENS NS OF THE FOUNDATION/ STRUCTURE).THE CONTRACTOR SHOULD TAKE INTO ACCOUNT IN HIS RATE THE PROVISION FOR ANY EXCESS EXCAVATION FOR NEC SARY WORKING SPACE, STEPS, SLOPING, ETC., REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES/ WORK G SPACE, STEPS, ETC.). LOWERING OF WATER TABLE BY WELL POINT SYSTEM ALSO INCLUSIVE IN THE SCOPE OF WORK AS PER DIRECTION OF EIC. NO PARATE PAYMENT WILL BE MADE BY HPCL FOR LOWERING OF WATER TABLE BY WELL POINT SYSTEM OR BAILING OUT SURFACE OR SUBSOIL WATER. SCOPE SO INCLUDES PROVIDING AND INSTALLING APPROVED TYPE OF "SHORING AND STRUTTING" BY OPEN/ CLOSE TIMBERING METHOD FOR ALL DEPTHS TO RETA EARTH INCLUDING DISMANTLING AND REMOVAL OF THE SAME ETC. FROM SITE AFTER COMPLETION OF WORK ETC. ALL COMPLETE AS DIRECTED. NO SEPAR E PAYMENT WILL BE MADE BY HPCL FOR SHORING STRUTTING.

EXCAVATION AND — RTHWORK: EARTHWORK IN EXCAVATION ABOVE 2M DEPTH AND UPTO 5 M FOR FOUNDATIONS OF STRUCTURAL SHED, PIPE SUPPORTS/ SLEEPERS, PIPE BRIDG , TRENCHES, CULVERT, DRAIN, RCC BUILDING FOUNDATION, PARKING AREA ETC. OR ANY OTHER PLACE AS REQUIRED AND DIRECTED, IN ORDINARY SOIL INCLUDING SOFT ROCK/DISINTEGRATED ROCK, IN BOTH DRY AND WET CONDITIONS, INCLUDING PUMPING AND BAILING OUT SURFACE AND SUBSOIL WATER, HORING, STRUTTING, SLUSH REMOVAL, INCLUDING BACKFILLING IN ALL POSITIONS, IN LAYERS OF 150 MM AT ALL HEIGHTS AND DEPTHS AS PER DRAWI AND SPECIFICATIONS WHEREVER REQUIRED , IN FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE APPROVED SURPLUS EARTH, INCLUDIN RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELLING, WATERING AND MECHANICAL COMPACTION ETC., TRANSPORTING A DISPOSAL OF SURPLUS EXCAVATED EARTH WITHIN/OUTSIDE PLANT BOUNDARY AS DIRECTED BY THE ENGINEER. (THE MEASUREMENT FOR PAYMENT SHALL B FOR THE THEORETICAL EXCAVATION VOLUME ONLY AS PER DRAWING I.E. FOR VOLUME OF BLOCK OF EXCAVATION HAVING THE ACTUAL DEPTH AND MAXIMUM OTTOM DIMENSIONS OF THE FOUNDATION/STRUCTURE). THE CONTRACTOR SHOULD TAKE INTO ACCOUNT IN HIS RATE THE PROVISION FOR ANY EXCESS EXCA TION FOR NECESSARY WORKING SPACE, STEPS, SLOPING, ETC., REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SID SLOPES/WORKING SPACE, STEPS, ETC.). LOWERING OF WATER TABLE BY WELL POINT SYSTEM ALSO INCLUSIVE IN THE SCOPE OF WORK AS PER DIRECTIO OF EIC. NO SEPARATE PAYMENT WILL BE MADE BY HPCL FOR LOWERING OF WATER TABLE BY WELL POINT SYSTEM OR BAILING OUT SURFACE OR SUBSOIL TER. SCOPE ALSO INCLUDES PROVIDING AND INSTALLING APPROVED TYPE OF "SHORING AND STRUTTING" BY OPEN/ CLOSE TIMBERING METHOD FOR ALL D THS TO RETAIN EARTH INCLUDING DISMANTLING AND REMOVAL OF THE SAME ETC. FROM SITE AFTER COMPLETION OF WORK ETC. ALL COMPLETE AS DIREC D. NO SEPARATE PAYMENT WILL BE MADE BY HPCL FOR SHORING STRUTTING.

SPLY AND LAYG RUBBLE — OVIDING AND LAYING RUBBLE SOLING OF REQUIRED THICKNESS INCLUDING HAND PACKING, FILLING THE INTERSTICES WITH CHIPS, SPALLS AND BINDIN WITH GRIT/STONE DUST/MURRUM/USABLE SOIL AND WATERING, COMPACTING BY HAND RAMMING.

PCC 1:2:4 — PPLYING AND LAYING PLAIN CEMENT CONCRETE OF MIX (1:2:4) WITH STONE AGGREGATE OF 20 MM DOWN SIZE (INCLUDING SHUTTERING IF REQUIRED) I PAVEMENT, DRIVEWAYS, DRAIN, CULVERT, HUME PIPE ENCASING, WATER HARVESTING SYSTEM, RECHARGE PIT, FOUNDATION, FLOOR, PIPELINE, PIT, PL TH PROTECTION, PLINTH BEAM BASE, BRICK MASONRY BONDING, TRENCHES, COPING OF WALL, ETC, AT ALL DEPTH AND HEIGHT COMPLETE ALL AS PER D WING AND SPECIFICATION AND INSTRUCTION OF THE ENGINEER-IN-CHARGE. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, J PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

PCC 1:3:6 — C 1:3:6 (M10): PROVIDING AND LAYING PLAIN CEMENT CONCRETE OF M-10 GRADE OR VOLUMETRIC MIX 1:3:6 (1 CEMENT: 3 COARSE SAND : 6 COARSE GREGATE 20 MM DOWNGRADED) UNDER CULVERTS, PEDESTALS, DRAINS ETC. OR AS DIRECTED BY EIC USING 20 MM DOWNGRADED AGGREGATE, INCLUDING M HINE MIXING, SHUTTERING, COMPACTION, CURING ALL AND JOB TO BE COMPLETED AS PER THE TECHNICAL SPECIFICATION/CODAL PROVISIONS/ SOUND E INEERING PRACTICES AND AS DIRECTED BY EIC

IMPORTED EARTH FILLING — RTH FILLING IMPORTED: SUPPLY OF GOOD QUALITY APPROVED AND CONTROLLED EARTH FILLING IN SITE GRADING AND ROAD EMBANKMENTS WITH GOOD QU ITY IMPORTED EARTH FROM APPROVED SOURCE IN LAYERS OF 150 MM AND COMPACTED UP TO 95 PERCENTAGE TO ITS MODIFIED PROCTOR DENSITY OR AS R DIRECTION OF ENGINEER-IN-CHARGE UP TO REQUIRED DEPTH AND ANY PLAN DIMENSION INCLUDING COST OF ALL LABOUR, TOOLS, EQUIPMENT, HIRE C RGES, COST OF BORROWED EARTH BY WAY OF ROYALTIES, RIGHT OF WAY, TAXES, TRANSPORTATION, TESTING, WATERING, ROLLING EACH LAYER WITH 8 NNE TO 10 TONNE VIBRO-ROLLER IN OPEN AREA AND BY 1 TONNE TO 2 TONNE ROLLER OR WOODEN OR STEEL RAMMER IN CONFINED AREA, AND DRESSING/ LLING UP GROUND DEPRESSIONS ETC. COMPLETE IN ALL RESPECT AS PER SCOPE OF WORK, DETAILED CONSTRUCTION DRAWINGS, AS PER TECHNICAL SPEC ICATIONS AND DIRECTIONS OF THE ENGINEER-IN-CHARGE. PAYMENT SHALL BE MADE FOR NET VOLUME OF COMPACTED EARTH AS PER LEVELS RECORDED JO TLY. THE CONTRACTOR SHALL OBTAIN PRIOR PERMISSION FROM CONCERNED STATUTORY AUTHORITIES AS NECESSARY FOR SOURCING OF EARTH REQUIRED F FILLING AS MENTIONED ABOVE AND PAY ROYALTY ETC, AS APPLICABLE FOR THE SAME. COPIES OF RECEIPT OF ROYALTY PAID BY THE CONTRACTOR SHO D BE SUBMITTED TO HPCL/APPROVED MAKE FOR THEIR RECORD BEFORE BRINGING THE MATERIAL TO SITE. NO SEPARATE PAYMENT WILL BE MADE BY HPCL PPROVED MAKE TOWARDS REIMBURSEMENT OF ROYALTY OR ANY OTHER LEVIES WHICH SHALL BE INCLUDED IN THE RATES QUOTED BY THE PARTY. THE CONT CTOR SHALL BRING THE EARTH AND STOCK THE SAME AS PER THE DIRECTIONS OF ENGINEER-IN-CHARGE

SPLY & FILLING SAND — ARSE SAND FILLING: SUPPLYING AND PROVIDING NATURAL RIVER/MACHINE SAND IN LAYERS OF 150M LOOSE THICKNESS AND COMPACTED WITH VIBRO COM CTOR / MECHANICAL ROLLER &/OR COMPACTOR WITH APPLICABLE TESTING THROUGH SAND REPLACEMENT/PROCTOR METHOD WHEREVER APPLICABLE INCLUDIN ALL LABOUR,MATERIALS,TOOLS,WATERING,COMPACTING,ETC ALL COMPLETE. SAND SHALL CONFORM TO ZONE-2 OR ZONE-3.

RCC M-35 (DESIGN MIX) — INFORCED CEMENT CONCRETE (M35-DESIGN MIX): PROVIDING AND LAYING REINFORCED CEMENT CONCRETE WITH M-35 GRADE DESIGN MIX AS PER IS456-2 0 FOR COLUMNS AND ITS FOUNDATIONS, ETC AND AS DIRECTED BY ENGINEER-IN-CHARGE AT ALL HEIGHTS AND DEPTHS USING 20 MM AND DOWN SIZE GRA D CRUSHED AGGREGATE INCLUDING PLACING STEEL REINFORCEMENT, PROVIDING AND FIXING PLYWOOD/STEEL SHUTTERING FOR FORM WORK WITH APPROVED UALITY SUPPORTS, SCAFFOLDING, MACHINE MIXING, COMPACTING BY MECHANICAL VIBRATORS, CURING, ETC COMPLETE AS PER ATTACHED TECHNICAL SPE FICATION AND AS PER DIRECTION OF ENGINEER IN CHARGE. CONCRETE SHALL CONFORM TO IS 456-2000. THE CEMENT CONTENT SHALL BE GOVERNED BY SIGN MIX AS PER IS: 10262-LATEST EDITION AND IS: 456-2000. RATE SHALL BE EXCLUSIVE OF THE COST OF STEEL REINFORCEMENT, WHICH WILL BE AID UNDER A SEPARATE ITEM. CONCRETE SHALL BE EITHER READY MIX CONCRETE OR WITH WEIGH BATCHER. THE SCOPE OF MIX DESIGN IS INCLUDED IN HE SCOPE OF BIDDER AND THE SAME TO BE VETTED BY REPUTED ENGINEERING INSTITUTE APPROVED BY HPCL. CEMENT SHALL BE PPC CONFORMING TO IS 1489 (LATEST EDITION) OR OPC CONFIRMING TO IS: 8112: LATEST EDITION (43/53 GRADE) AND APPROVED MAKE CEMENTS. JOB TO BE COMPLETED AS R ATTACHED TECHNICAL SPECIFICATION/CODAL PROVISIONS/SOUND ENGINEERING PRACTICES AND AS DIRECTED BY ENGINEER-IN-CHARGE COMPLETE.

RCC M-30 (DESIGN MIX) — INFORCED CEMENT CONCRETE (M30-DESIGN MIX): PROVIDING AND LAYING REINFORCED CEMENT CONCRETE WITH M-30 GRADE DESIGN MIX AS PER IS456-2 0 FOR COLUMNS AND ITS FOUNDATIONS, ETC AND AS DIRECTED BY ENGINEER-IN-CHARGE AT ALL HEIGHTS AND DEPTHS USING 20 MM AND DOWN SIZE GRA D CRUSHED AGGREGATE INCLUDING PLACING STEEL REINFORCEMENT, PROVIDING AND FIXING PLYWOOD/STEEL SHUTTERING FOR FORM WORK WITH APPROVED UALITY SUPPORTS, SCAFFOLDING, MACHINE MIXING, COMPACTING BY MECHANICAL VIBRATORS, CURING, ETC COMPLETE AS PER ATTACHED TECHNICAL SPE FICATION AND AS PER DIRECTION OF ENGINEER IN CHARGE. CONCRETE SHALL CONFORM TO IS 456-2000. THE CEMENT CONTENT SHALL BE GOVERNED BY SIGN MIX AS PER IS: 10262-LATEST EDITION AND IS: 456-2000. RATE SHALL BE EXCLUSIVE OF THE COST OF STEEL REINFORCEMENT, WHICH WILL BE AID UNDER A SEPARATE ITEM. CONCRETE SHALL BE EITHER READY MIX CONCRETE OR WITH WEIGH BATCHER. THE SCOPE OF MIX DESIGN IS INCLUDED IN HE SCOPE OF BIDDER AND THE SAME TO BE VETTED BY REPUTED ENGINEERING INSTITUTE APPROVED BY HPCL. CEMENT SHALL BE PPC CONFORMING TO IS 1489 (LATEST EDITION) OR OPC CONFIRMING TO IS: 8112: LATEST EDITION (43/53 GRADE) AND APPROVED MAKE CEMENTS. JOB TO BE COMPLETED AS R ATTACHED TECHNICAL SPECIFICATION/CODAL PROVISIONS/SOUND ENGINEERING PRACTICES AND AS DIRECTED BY ENGINEER-IN-CHARGE COMPLETE.

RCC M-25 (DESIGN MIX) — INFORCED CEMENT CONCRETE (M25-DESIGN MIX): PROVIDING AND LAYING REINFORCED CEMENT CONCRETE WITH M-25 GRADE DESIGN MIX AS PER IS456-2 0 FOR COLUMNS AND ITS FOUNDATIONS, ETC AND AS DIRECTED BY ENGINEER-IN-CHARGE AT ALL HEIGHTS AND DEPTHS USING 20 MM AND DOWN SIZE GRA D CRUSHED AGGREGATE INCLUDING PLACING STEEL REINFORCEMENT, PROVIDING AND FIXING PLYWOOD/STEEL SHUTTERING FOR FORM WORK WITH APPROVED UALITY SUPPORTS, SCAFFOLDING, MACHINE MIXING, COMPACTING BY MECHANICAL VIBRATORS, CURING, ETC COMPLETE AS PER ATTACHED TECHNICAL SPE FICATION AND AS PER DIRECTION OF ENGINEER IN CHARGE. CONCRETE SHALL CONFORM TO IS 456-2000. THE CEMENT CONTENT SHALL BE GOVERNED BY SIGN MIX AS PER IS: 10262-LATEST EDITION AND IS: 456-2000. RATE SHALL BE EXCLUSIVE OF THE COST OF STEEL REINFORCEMENT, WHICH WILL BE AID UNDER A SEPARATE ITEM. CONCRETE SHALL BE EITHER READY MIX CONCRETE OR WITH WEIGH BATCHER. THE SCOPE OF MIX DESIGN IS INCLUDED IN HE SCOPE OF BIDDER AND THE SAME TO BE VETTED BY REPUTED ENGINEERING INSTITUTE APPROVED BY HPCL. CEMENT SHALL BE PPC CONFORMING TO IS 1489 (LATEST EDITION) OR OPC CONFIRMING TO IS: 8112: LATEST EDITION (43/53 GRADE) AND APPROVED MAKE CEMENTS. JOB TO BE COMPLETED AS R ATTACHED TECHNICAL SPECIFICATION/CODAL PROVISIONS/SOUND ENGINEERING PRACTICES AND AS DIRECTED BY ENGINEER-IN-CHARGE COMPLETE.