ROADS & DRAINS @ VASHI TML

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.

EXCA HARD ROCKEXC IN — CAVATION OF HARD ROCK, WHEREVER HARD ROCK OFSINGLE PIECE EXCEEDING 1.5M ETC AS PER TENDER.

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.

SUP & LAY BITUMINOUS — OVIDING AND LAYING BITUMINOUS BOUND MACADAMSURFACE 75 MM THICK AFTER COMPACTION INCLUDINGSUPPLYING ALL MATERIALS SPREADING 40 MM IZE TRAPMETAL LAYERS AND KEY AGGREGATES HEATING ANDSPRAYING BITUMEN OF GRADE IS GRADE S-65 WITHPENETRATION 60/70 AT THE RATE O 200 KG/100 SQ.MAND COMPACTING AFTER FINISHING BY 6 MM THICKLAYER OF GRIT TO THE SATISFACTION OF THE ENGINEERWITH A ROLLER NOT SS THAN 10 METER. Supplyingand laying of bituminous layer / Oil sand padlayer thickness of 75mm below tank bottom plateas per PI code

LAY - BITUMINOUS SEAL — ROVIDING AND LAYING PREMIX CARPET 100 MM THICK( CONSOLIDATED) WITH COARSE AGGREGATE OF NOMINALSIZE 12.5 MM ( TWO PART ) AND 10 M ( ONE PART) .QUANTITY OF BITUMEN (80/100 GRADE) USED SHOULD BE36.5 KG PER 10 SQM FOR PREMIX AND 7.5 KG PER 10SQM FOR TACK COAT SURFACE PREPARATION BYCLEANING WITH WIRE BRUSH, REMOVING THE DUST ETCBEFORE APPLYING TACK COAT. THE JOB INCLUDESCOMPACTION BY TO 10 TON ROLLER TO PROPER CAMBERAND SLOPE ALL COMPLETE AS PER DIRECTION OFENGG.-IN-CHARGE.100MM THICK CARPET :SPECIFICATION S E AS ABOVE ITEM BUT TWO LAYERSOF 50MM THICK EACH."