LAND DVLPMNT & TT PARKING DRIVEWAY @ PACHPADRA

EARTH CUTTING UPTO 2M — RTH CUTTING IN AREAS SPECIFIED BY ENGINEER-IN-CHARGE UPTO2M HEIGHT. SCOPE OF JOB INCLUDES CUTTING, LEVELLING OFEXISTING SURFACE INCL ING CARTING OF EARTH FROM MOUNDS,AND UNDULATIONS ETC. TO LOW LYING AREAS, SPREADING ANDCOMPACTION ETC. COMPLETE. THE FINISHED SURFAC SHALL BELEVEL WITH NO UNDULATIONS OR DEPRESSIONS. THE MAXIMUMHEIGHT OF CUTTING WILL BE 2 METER. SCOPE INCLUDES FILLINGOF SOIL AVAILA E FROM EARTH CUTTING IN OTHER LOW LAYINGAREAS INSIDE HPCL PREMISES WITH COMPACTION IN LAYERS USINGROLLERS TO GET 95% COMPACTION, INC DING COST OF ALLLABOUR, TOOLS, EQUIPMENT, HIRE CHARGES, TRANSPORTATION,TESTING, WATERING, ROLLING EACH LAYER WITH 8 TONNE TO 10TONNE IBRO-ROLLER IN OPEN AREA AND BY 1 TONNE TO 2 TONNEROLLER OR WOODEN OR STEEL RAMMER IN CONFINED AREA, ANDDRESSING/FILLING UP GROUND D RESSIONS ETC. COMPLETE IN ALLRESPECT AS PER SCOPE OF WORK, DETAILED CONSTRUCTIONDRAWINGS, AS PER TECHNICAL SPECIFICATIONS AND DIRECT NS OFTHE ENGINEER-IN-CHARGE. PAYMENT SHALL BE MADE FOR NETVOLUME OF COMPACTED EARTH AS PER LEVELS RECORDED JOINTLY.COMPACTION TEST S LL BE CARRIED OUT BY BIDDER AT NO EXTRACOST. SCOPE OF JOB DOES NOT INCLUDE SUPPLY OF EARTH.

IMPORTED EARTH FILLING — RTH FILLING IMPORTED: SUPPLY OF GOOD QUALITY APPROVED ANDCONTROLLED EARTH FILLING IN SITE GRADING AND ROADEMBANKMENTS WITH GOOD QUAL Y IMPORTED EARTH FROM APPROVEDSOURCE IN LAYERS OF 150 MM AND COMPACTED UP TO 95PERCENTAGE TO ITS MODIFIED PROCTOR DENSITY OR AS PERD ECTION OF ENGINEER-IN-CHARGE UP TO REQUIRED DEPTH ANDANY PLAN DIMENSION INCLUDING COST OF ALL LABOUR, TOOLS,EQUIPMENT, HIRE CHARGES, OST OF BORROWED EARTH BY WAY OFROYALTIES, RIGHT OF WAY, TAXES, TRANSPORTATION, TESTING,WATERING, ROLLING EACH LAYER WITH 8 TONNE TO TONNEVIBRO-ROLLER IN OPEN AREA AND BY 1 TONNE TO 2 TONNE ROLLEROR WOODEN OR STEEL RAMMER IN CONFINED AREA, ANDDRESSING/FILLING UP G UND DEPRESSIONS ETC. COMPLETE IN ALLRESPECT AS PER SCOPE OF WORK, DETAILED CONSTRUCTIONDRAWINGS, AS PER TECHNICAL SPECIFICATIONS AND IRECTIONS OFTHE ENGINEER-IN-CHARGE. PAYMENT SHALL BE MADE FOR NETVOLUME OF COMPACTED EARTH AS PER LEVELS RECORDED JOINTLY.THE CONTRA OR SHALL OBTAIN PRIOR PERMISSION FROM CONCERNEDSTATUTORY AUTHORITIES AS NECESSARY FOR SOURCING OF EARTHREQUIRED FOR FILLING AS MENTI ED ABOVE AND PAY ROYALTYETC, AS APPLICABLE FOR THE SAME. COPIES OF RECEIPT OFROYALTY PAID BY THE CONTRACTOR SHOULD BE SUBMITTED TOHP /APPROVED MAKE FOR THEIR RECORD BEFORE BRINGING THEMATERIAL TO SITE. NO SEPARATE PAYMENT WILL BE MADE BYHPCL/APPROVED MAKE TOWARDS R MBURSEMENT OF ROYALTY OR ANYOTHER LEVIES WHICH SHALL BE INCLUDED IN THE RATES QUOTED BYTHE PARTY. THE CONTRACTOR SHALL BRING THE EAR AND STOCKTHE SAME AS PER THE DIRECTIONS OF ENGINEER-IN-CHARGE

SPLY & LAYG STONE — Y STONE PITCHING: PROVIDING, STACKING AND LAYING OF DRYSTONE PITCHING OF MINIMUM THICKNESS 230 MM LAID IN COURSESOVER SAND BED AND R UIRED PROFILE WITH HAMMER DRESSEDSTONE HAVING NO SIDE LESS THAN 150 MM WITH MINIMUM DEPTH OF200 MM, FINISHING THE JOINTS WITH CEMENT ORTAR 1:3 RAISEDPOINTING INCLUDING PREPARING THE BEDDING SURFACE, RATE TOINCLUDE COST OF LABOUR, MATERIAL, EQUIPMENT, CURING ETC.ALL OMPETE AS PER SPECIFICATIONS, APPROVED DRAWING AND ASDIRECTED BY ENGINEER-IN-CHARGE.

RUBBLE MASONRY — BBLE MASONRY IN CEMENT MORTAR 1:4 - SUPPLYING, PROVIDINGAND CONSTRUCTING RUBBLE MASONRY AS PER REQUIRED THICKNESSIN CEMENT MORTAR 1: USING APPROVED QUALITY STONESINCLUDING SCAFFOLDING, RACKING THE JOINTS, CURING, ETC,COMPLETE AS PER DRAWING, SPECIFICATIONS AND AS D ECTED BYENGINEER-IN-CHARGE.

HUME PIPE - 300 MM — PPLY AND LAYING OF HUME PIPE 300 MM/NP3 CLASS: NP3 HUMEPIPE 300 MM DIAMETER: PROVIDING, LAYING AND JOINING RCC NONPRESSURE PIPE OF N CLASS OF FOLLOWING DIAMETER INCLUDINGCOLLAR JOINTED WITH STIFF MIXTURE OF CEMENT MORTAR 1:2 (1CEMENT: 2, FINE SAND), CURING, ALIGNI , JOINING ANDTESTING ETC. TO CORRECT SLOPE INCLUDING EXCAVATION, BACKFILLING AT ALL DEPTH AS PER DRAWING WITH ALL BYE WORKCOMPLETE A PER SPECIFICATION AND DIRECTION OF ENGINEER.COST OF PCC BEDDING AND ENCASING ARE NOT INCLUDED IN THESCOPE OF THIS ITEM AND SHALL BE ASURED AND PAIDSEPARATELY.

HUME PIPE - 450 MM — PPLY AND LAYING OF HUME PIPE 450 MM/NP3 CLASS: NP3 HUMEPIPE 450 MM DIAMETER: PROVIDING, LAYING AND JOINING RCC NONPRESSURE PIPE OF N CLASS OF FOLLOWING DIAMETER INCLUDINGCOLLAR JOINTED WITH STIFF MIXTURE OF CEMENT MORTAR 1:2 (1CEMENT: 2, FINE SAND), CURING, ALIGNI , JOINING ANDTESTING ETC. TO CORRECT SLOPE INCLUDING EXCAVATION, BACKFILLING AT ALL DEPTH AS PER DRAWING WITH ALL BYE WORKCOMPLETE A PER SPECIFICATION AND DIRECTION OF ENGINEER.COST OF PCC BEDDING AND ENCASING ARE NOT INCLUDED IN THESCOPE OF THIS ITEM AND SHALL BE ASURED AND PAIDSEPARATELY.

HUME PIPE - 600 MM — PPLY AND LAYING OF HUME PIPE 600 MM/NP3 CLASS: NP3 HUMEPIPE 600 MM DIAMETER: PROVIDING, LAYING AND JOINING RCC NONPRESSURE PIPE OF N CLASS OF FOLLOWING DIAMETER INCLUDINGCOLLAR JOINTED WITH STIFF MIXTURE OF CEMENT MORTAR 1:2 (1CEMENT: 2, FINE SAND), CURING, ALIGNI , JOINING ANDTESTING ETC. TO CORRECT SLOPE INCLUDING EXCAVATION, BACKFILLING AT ALL DEPTH AS PER DRAWING WITH ALL BYE WORKCOMPLETE A PER SPECIFICATION AND DIRECTION OF ENGINEER.COST OF PCC BEDDING AND ENCASING ARE NOT INCLUDED IN THESCOPE OF THIS ITEM AND SHALL BE ASURED AND PAIDSEPARATELY.

HUME PIPE - 900 MM — PPLY AND LAYING OF HUME PIPE 900 MM/NP3 CLASS: NP3 HUMEPIPE 900 MM DIAMETER: PROVIDING, LAYING AND JOINING RCC NONPRESSURE PIPE OF N CLASS OF FOLLOWING DIAMETER INCLUDINGCOLLAR JOINTED WITH STIFF MIXTURE OF CEMENT MORTAR 1:2 (1CEMENT: 2, FINE SAND), CURING, ALIGNI , JOINING ANDTESTING ETC. TO CORRECT SLOPE INCLUDING EXCAVATION, BACKFILLING AT ALL DEPTH AS PER DRAWING WITH ALL BYE WORKCOMPLETE A PER SPECIFICATION AND DIRECTION OF ENGINEER.COST OF PCC BEDDING AND ENCASING ARE NOT INCLUDED IN THESCOPE OF THIS ITEM AND SHALL BE ASURED AND PAIDSEPARATELY.

SPLY & LAYG GSB — ANULAR SUB BASE: PROVIDING, LAYING, SPREADING, AND COMPACTING GRADED STONE AGGREGATE GRANULAR SUB BASE OVER SUB GRADE, AGGREGATE GRA TION SHALL BE AS PER TABLE NO 400-1 OF GRADING 1 OF MORTH SPECIFICATIONS INCLUDING TRANSPORTATION OF MATERIAL TO SITE, LAYING IN UNI RM LAYERS WITH WELL-PREPARED SURFACE AND COMPACTING WITH VIBRATORY ROLLER TO ACHIEVE THE DESIRED DENSITY AS PER SPECIFICATIONS COMPL E IN ALL RESPECT. SAME SHALL BE LAID IN LAYERS NOT EXCEEDING 150 MM THICKNESS EACH. RATE TO INCLUDE PREPARATION OF EXISTING SUB GRAD SURFACE TO THE PROPER LINE AND LEVEL AND COMPACTED AS DIRECTED BY ENGINEER IN CHARGE. AGGREGATE SIZE: 75 MM AND DOWN CONFIRMING TO G DING 1 OF MORTH SPECIFICATION (TABLE 400-1). THICKNESS: AS PER SITE REQUIREMENT.NOTE -1: ISSIEVE DESIGNATION: % PASSING 75.0 MM: 1 53.0 MM: 80-10026.5 MM: 55-90 9.50 MM: 35-65 4.75 MM: 25-55 2.36 MM: 20-400.425 MM:10-25 0.075 MM: 3-10.

SPLY & LAYG WMM — "CONSTRUCTION OF WET MIX MACADAM BY PROVIDING, LAYING,SPREADING AND COMPACTING OF GRADED STONE AGGREGATES INLAYERS (USING 53 MM DOWN GGREGATE AS PER SPECIFICATION)MIXED WITH 2% OF ORDINARY PORTLAND CEMENT BY WEIGHT OFAGGREGATE, MIXING IN A WET MIX PLANT AT OMC, CAR AGE OFMIXED MATERIAL TO WORK SITE IN TIPPER TO PAVER, LAIDOVER APREVIOUSLY PREPARED SURFACE WITH MECHANICAL PAVER FINISHERTO THE RE IRED GRADE,LEVEL AND ALIGNMENT, COMPACTING WITHVIBRATORY ROLLER 8-10 TONNE TO ACHIEVE THE DESIRED DENSITYOF 98% INCLUDING PROTECTION F EDGES OF WMM LAYER, COST OFALL MATERIALS, LABOUR, HIRE CHARGES OF MACHINERY, LIGHTING,GUARDING, BARRICADING, MAINTENANCE OF DIVERS N ROAD,LOADING & UNLOADING, ALL LEAD AND LIFT ETC.,COMPLETE. RATETO INCLUDE THE EXECUTION OF THE JOB AS PER LATEST CODALPROVISIONS,A ACHED TECHNICAL SPECIFICATIONS AND ASDIRECTED BY EIC."""