DRIVEWAY @ VASHI REVAMPING

DISMANTLING OF PCC/RCC — SMANTLING OF PCC/RCC STRUCTURE, DRIVEWAY UPTOREQUIRED DEPTH/THICKNESSES, OLD FOOTINGS, SLABS,COLUMNS ETC AS DIRECTED BY EIC. AND HIFTING OFDEBRIS TO ONE PLACE FOR FURTHER DISPOSAL. RCCBREAKING TO BE ATTENDED WITH BREAKER OR BYCHISEL/HAMMER AS PER SITE CON TIONS AS DIRECTEDBY EIC.

DISMANTLING OF STONE / — SMANTLING OF STONE / BRICK MASONRY WORK LONGDESCRIPTION DISMANTLING OF STONE / BRICKMASONRY WORK AT ALL HEIGHTS / DEPTHS, SOR NG OUTSERVICEABLE AND UN-SERVICEABLE MATERIALS,STACKING THEM SEPARATELY WITH A LEAD OF 50 MTRSINCLUDING MATERIALS, SCAFFOLDING TOOLS FORDISMANTLING, ETC

EXCAVATION OF EARTH — CAVATION OF EARTH, FOR DEPTH UPTO AND INCLUDING3.0 M, 1.FOR FOUNDATIONS OF STRUCTURAL SHEDS,ROADS, DRIVE WAYS, PEDESTALS, TREST BRIDGES,CULVERTS, PITS, TRENCHES, ETC. OR ANY OTHER PLACEAS DIRECTED, IN ORDINARY SOILS INCLUDING SOFTROCK/DISINTEGRATED ROCK SHORING & STRUTTINGAS REQUIRED AS PER SITE CONDITION, INCLUDINGBACKFILLING ETC, IN LAYERS AT ALL HEIGHTS ANDDEPTHS AS PER ECIFICATIONS/REQUIREMENTS AND ASDIRECTED/WHEREVER REQUIRED, IN FOUNDATION PITSAND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS RTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPTELSEWHERE INCLUDING DRESSING AND LEVELLING,WATERING AND MECHANICAL COMPACTION ETC 2.TRANSPORTING SURPLUS SOIL TO UNOBJECTIONABLEPLACE WITHIN BOUNDARY LIMITS AND SPREADING INLAYERS AND AS PER SPECIFICATIONS AND IRECTION OFENGINEER. 3. THE MEASUREMENT FOR PAYMENT SHALL BEAS PER ATTACHED TECHNICAL SPECIFICATIONS AND ASDIRECTED BY HPCL EI COMPLETE. 4. NOTE: A) THECONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE,THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARYWORKI SPACE, SLOPE, STEPS ETC. B) REQUIRED FOREXCAVATION, SAFETY AND OTHER ALLIED WORKS ANDREFILLING THE SIDE SLOPES AND WORKING SPAC ETC.

BACKFILLING OF EARTH — CK FILLING: FILLING AVAILABLE EXCAVATED EARTH(EXCLUDING ROCK) IN TRENCHES, PLINTH, SLIDES OFFOUNDATIONS ETC. IN LAYERS NOT EXCEE NG 20 CM INDEPTH, CONSOLIDATING EACH DEPOSITED LAYER BYRAMMING AND WATERING, LEAD UP TO 50 MT AND LIFTUP TO 1.5 MT.

SUP & FILLING - — ND FILLING WITH MURRUM UP TO 1.5 METER FROM NGLIN LAYERS: SUPPLY AND FILLING OF APPROVED QUALITYMURRUM IN LAND DEVELOPMENT AND A O UNDER PLAINCEMENT CONCRETE OR WHEREVER AS DIRECTED BY HPCLINCLUDING SPREADING IN LAYERS OF 200 MMTHICKNESS, WATERING AND COM CTING WITH VIBRATORROLLER TILL MAXIMUM COMPACTION THAT IS 95 %MODIFIED PROCTOR DENSITY IS ACHIEVED. COMPLETE INALL RESPECT AS R TENDER SPECIFICATION/SCOPE OFWORK ETC., AS DIRECTED BY HPCL ENGINEER-IN-CHARGEAND ROYALTY PAYMENT, COMPLETE IN ALL RESPECT AS ER TENDER SPECIFICATION/SCOPE OF WORK ETC., ASDIRECTED BY HPCL. CONTRACTOR HAS TO SEND THEMURRUM SAMPLES FROM SITE FOR TESTING A HPCLAPPROVED LAB. DEGREE OF COMPACTION OF EACH LAYERHAS TO BE TESTED AT SITE USING CORE CUTTING TEST.THE RATE QUOTED BY THE CO RACTOR SHALL INCLUDETHE COST OF THE ABOVE TEST.

SUP & LAY - WET MIX — PPLY AND LAYING OF WMM 100 TO 200 MM THICKNESS:WET MIX MACADAM, PROVIDING, LAYING, SPREADING,AND COMPACTING GRADED STONE AGGREGA TO WET MIXMACADAM SPECIFICATIONS AS PER TABLE NO 400-11 OFMORTH SPECIFICATIONS INCLUDING THE PREMIXING THEMATERIAL WITH WATER T OMC IN MECHANICAL MIXPLANT, CARRIAGE OF MIXED MATERIAL BY TIPPER TOSITE, LAYING IN UNIFORM LAYERS WITHPAVER/GRADER/MANUAL IN UB- BASE/BASE COURSE ONWELL PREPARED SURFACE AND COMPACTING WITHVIBRATORY ROLLER TO ACHIEVE THE DESIRED DENSITYAS PER SPECIFIC IONS COMPLETE IN ALL RESPECT.SAME SHALL BE LAID IN LAYER OF 100/125 MMTHICKNESS OVER GSB LAYER. AGGREGATE SIZE: 63 MMAND DOWN NFIRMING TO GRADING 1, TYPE B OF MORTHSPECIFICATION (TABLE 400-11) THICKNESS: FROM100MM TO 200 MM AS PER SITE REQUIREMENT. NOTE- IS SIEVE DESIGNATION: % PASSING 53.0 MM: 100 45.0MM: 95-100 26.5 MM:-- 22.40 MM: 60-80 11.20 MM:40-60 4.75 MM: 25-40 2.36 MM: -30 0.06 MM: 8-220.075 MM: 0-8.

SUP & LAY GRANULAR — PPLY AND LAYING GRANULAR SUB BASE 100 TO 200 MMTHICKNESS: GRANULAR SUB BASE, PROVIDING, LAYING,SPREADING, AND COMPACTING GRADED ONE AGGREGATEGRANULAR SUB BASE OVER SUB GRADE, AGGREGATEGRADATION SHALL BE AS PER TABLE NO 400-1 OFGRADING 1 OF MORTH SPECIFIC IONS INCLUDINGTRANSPORTATION OF MATERIAL TO SITE, LAYING INUNIFORM LAYERS WITH WELL-PREPARED SURFACE ANDCOMPACTING WITH VIBRAT Y ROLLER TO ACHIEVE THEDESIRED DENSITY AS PER SPECIFICATIONS COMPLETE INALL RESPECT. SAME SHALL BE LAID IN LAYERS OF 150MM THI NESS EACH. RATE TO INCLUDE PREPARATION OFEXISTING SUB GRADE SURFACE TO THE PROPER LINE ANDLEVEL AND COMPACTED AS DIRECTED BY ENG EER INCHARGE. AGGREGATE SIZE: 75 MM AND DOWN CONFIRMINGTO GRADING 1 OF MORTH SPECIFICATION (TABLE400-1). THICKNESS: FROM 100MM O 200MM AS PERSITE REQUIREMENT. NOTE -1: IS SIEVE DESIGNATION:% PASSING 75.0 MM: 100 53.0 MM: 80-100 26.5 MM:55-90 9.50 MM: 35 5 4.75 MM: 25-55 2.36 MM:20-40 0.425 MM: 10-25 0.075 MM: 3-10.

SPLY AND LAYG OF PCC — C 1:3:6 (M10): PROVIDING AND LAYING PLAINCEMENT CONCRETE OF M-10 GRADE OR VOLUMETRIC MIX1:3:6 (1 CEMENT: 3 COARSE SAND : 6 COARS AGGREGATE 20 MM DOWNGRADED) UNDER CULVERTS,PEDESTALS, DRAINS ETC. OR AS DIRECTED BY EICUSING 20 MM DOWNGRADED AGGREGATE, INCLUD GMACHINE MIXING, SHUTTERING, COMPACTION, CURINGALL AND JOB TO BE COMPLETED AS PER THE TECHNICALSPECIFICATION/CODAL PROVISIONS/ OUND ENGINEERINGPRACTICES AND AS DIRECTED BY EIC.

SUP AND LAY OF — OVIDING AND LAYING 200 MM THICK RCC DRIVEWAYWITH APPROVED M25 DESIGN MIX CONCRETE NO FLY ASHCONTENT, RMC PLANT/REVERSIBLE CONCRE MIXER(MINI MOBILE BATCHING PLANT), MINIMUM CEMENTQUANTITY 360 KG/CUM USING 20 MM AND DOWN SIZECRUSHED STONE AGGREGATES IN PAN S USING SLOTTEDMS CHANNEL SHUTTERING, MACHINE MIXING, VIBRATINGWITH SCREED BOARD VIBRATOR, POND CURING FOR 14DAYS, VACUUM DEWA RING, FINISHED WITH POWERTROWELING CONCRETING SHALL BE CARRIED OUT AS PERIS 456 LATEST EDITION. DESIGN CODE FOR RCC IS10262 LA ST EDITION/SP 23. RATE SHALL ALSOINCLUDE PROVIDING APPROVED QUALITY POLYTHENEPAPER BELOW THE DRIVEWAY, HARDENER AS PERMANUFACT ER'S RECOMMENDATION FOR HEAVY TRAFFICDRIVEWAY ADDING PLASTICIZERS AS PER MANUFACTURERRECOMMENDATION OF ROFFE/CICO/APPROVED EQUIV ENTMAKE, CONSTRUCTING HORIZONTAL AND LONGITUDINALVATAS WITH 1:10 CM FOR CURING, LEVELINGDEPRESSIONS IF ANY IN THE BASE WITH 20 M STONEAGGREGATES AND STONE DUST. TUBING, DUCTING,TRENCHING AND OTHER NECESSARY EMBEDDED ITEMS INCONCRETE SHALL BE CHECKED WIT ARCHITECT/HPCLREPRESENTATIVE BEFORE CONCRETING. GROOVES SHALLBE CUT IN THE RCC DRIVEWAY AND SAME SHALL BEFILLED WITH POLY SULP DE SEALANT AT NO EXTRACOST. RATE SHALL BE EXCLUDING REINFORCEMENT STEELAND DOWEL BARS WHICH SHALL BE PAID SEPARATELYUNDER RELE NT ITEMS. THE LAYOUT PLAN OF PROPOSEDRCC DRIVEWAY SHALL BE DIVIDED INTO SUITABLEPANELS OF SIZE AS DIRECTED BY ENGINEER IN CHARGE AND COMPLETE PLAN FOR PANEL WISECASTING/GROOVING/CUTTING SHALL BE SUBMITTED TOENGINEER IN CHARGE FOR HIS APPROVAL. CONCRETINGS LL NOT COMMENCE WITHOUT SUCH APPROVAL. REDUCEDLEVEL OF THE DRIVEWAY AREA TO BE TAKEN JOINTLYWITH ARCHITECT BEFORE COMMENCEMENT O CONCRETINGAND AFTER CONCRETING AND THE THICKNESS OF RCC TOBE CHECKED. TESTING OF CUBE, REINFORCEMENT STEEL,STONE AGGREGATES, S D, CEMENT ETC. TO BE CARRIEDOUT BY CONTRACTOR AT NO EXTRA COST. NO EXTRAPAYMENT FOR FORM WORK, SHUTTERING ETC. FIRST COSTOF DE GNING THE MIX FROM A GOVERNMENT APPROVEDLABORATORY AND AT EVERY CHANGE OF SOURCE OFMATERIAL SHALL BE BORNE BY THE CONTRACTOR. DE GNMIX CALCULATION TO BE SUBMITTED TO HPCL.

SUP & LAY - — PPLYING AND LAYING REINFORCED CEMENT CONCRETEOF M-20 GRADE CONCRETE, USING 20 MM DOWN GRADEDCOARSE AGGREGATES AT ALL DEPTH AND H GHTS IN ALLTYPES OF FOUNDATIONS, FOOTINGS, COLUMNS,PEDESTALS, WALL, LINTELS, BEAMS, SILLS, ROADS,DRAINS AND ANY OTHER WORKS BO IN UNDER GROUNDAND SUPERSTRUCTURES ALL COMPLETE AS PER THEDRAWINGS AND THE DIRECTIONS OFENGINEER-IN-CHARGE. RATES SHALL INCLU SPROVIDING, FIXING AND STRIPPING OF SHUTTERING OFGOOD QUALITY PLYWOOD OR STEEL PLATE ON STEELFRAME FOR ALL TYPES OF STRUCTURES NCLUDINGCENTERING/SCAFFOLDING, ALL COMPLETE AS PERDRAWINGS AND THE DIRECTIONS OFENGINEER-IN-CHARGE/LOCATION-IN-CHARGE FORSTR TURES AT ALL DEPTHS AND HEIGHTS. READY MIXCONCRETE SHALL BE USED FOR MASS CONCRETE WORKS.NO HAND MIX IS ALLOWED. QUOTED RATES SH LINCLUDE SHUTTERING/FORM WORKS AT ALL LEVELS.REINFORCEMENT WILL BE PAID SEPARATELY.