HAZARDOUS STORAGE SHED

EXCAVATION UP TO 1.5 M — RTHWORK IN EXCAVATION UP TO A DEPTH OF 1500 MMTO THE REQUIRED PROFILE FOR ALL TYPES OF SOILINCLUDING MARSHY LAND (OTHER THAN HAR ROCK)INCLUDING SHORING, STRUTTING, DE-WATERING, IFANY, BACKFILLING, LEVELING, DISPOSAL OF EXTRAEARTH INCLUDING ALL LABOUR, ANSPORTATIONVEHICLES, LOADING & UNLOADING, SPREADING,COMPACTING FOR ALL LEADS & LIFTS ETC. COMPLETE ASPER THE DETAILED TECH CAL SPECIFICATIONS AND ASDIRECTED BY THE SITE-IN-CHARGE. THE SURPLUS EARTHTO BE DUMPED OUT TO A GOVERNMENT APPROVED DUMPINGYAR AND HPCL IS NOT RESPONSIBLE FOR ANY ISSUESARISING DUE TO DUMPING OF SURPLUS EARTH. (DEPTHOF HARD ROCK/ PCC/ RCC WILL NOT CONSIDE D ASEXCAVATION DEPTH )

BRICK WORK IN 1:4 CM — OVIDING & CONSTRUCTING BRICK MASONRY IN SUPERSTRUCTURE OF BUILDINGS WITH APPROVED BESTQUALITY LOCALLY AVAILABLE BRICKS (OF NIMUMCRUSHING STRENGTH OF 50 KG/CM2) AND CONFORMINGTO IS 1077-1986 IN CEMENT MORTAR 1:4INCLUDING SCAFFOLDING, SOAKING T BRICKS FOR ATLEAST ONE HOUR BEFORE LAYING, MIXING AND LAYINGMORTAR RAKING THE JOINTS TO 1 CM DEPTH

EARTH FILLING MURRUM — PPLYING AND FILLING LOCALLY AVAILABLE APPROVEDQUALITY MURRUM OR SAND IN FOUNDATIONS, PLINTH,UNDER FLOOR IN LAYERS NOT EXCEEDING CMS INTHICKNESS INCLUDING WATERING, CONSOLIDATING ANDDRESSING EACH DEPOSITED LAYER BY COMPACTING WITHVIBRO-ROLLER/VIBRO-COMPA OR AS ADVISED BYENGINEER-IN-CHARGE. EACH LAYER SHALL BE COMPACTEDTO 95% PROCTOR DENSITY. ONLY COMPACTED THICKNESSSHALL BE TAKE INTO CONSIDERATION FOR PAYMENT.

SPLY AND LAYG OF — C 40 MM THICK WITH CC 1:2:4 PROVIDING ANDLAYING DAMP PROOF COURSE 40MM THICK IN P.C.C.1:2:4 USING 12MM SIZE AND DOWN GRADEWATE ROOFING COMPOUND 3% BY WEIGHT OF CEMENT ORAS PER MANUFACTURERS SPECIFICATIONS FINISHEDROUGH INCLUDING CLEANING, CURING ETC COMPL E ASSPECIFIED AND AS DIRECTED BY THE HPCL ENGINEER INCHARGE.

SPLY AND LAYG OF RUBBLE — BBLE SOLING PROVIDING AND LAYING DRY TRAPRUBBLE STONE SOLING 230 MM THICKNESS INCLUDINGHAND PACKING, FILLING THE INTERSTICES WIT CHIPS,SPELLS AND BINDING WITH GRIT AND SELECTED MURRUM,WATERING, COMPACTING BY POWER ROLLING WITH 8/10TON ROLLER COMPLETE.

PCC 1:2:4 IN FOOTING, — C 1:2:4 IN FOOTING, FLOORS ETC. AS PERATTACHMENT.

SPLY & LAY OF CERAMAIC — OVIDING, SUPPLYING AND FIXING 6 MM THICK WHITEGLAZED VITREOUS CERAMIC TILES OF APPROVED MAKE OF300X 600 MM SIZE IN WALLS, DADO, ALL HEIGHTSABOVE PLINTH LEVEL INCLUDING PROVIDING 12 MMTHICK BEDDING OF 1:4 (1 CEMENT :4 SAND) WITH ANWATER PROOFING ADMIXTUR OF APPROVED MAKE LIKECICO, CLOSELY JOINTING WITH WHITE CEMENT, NEATFINISHING CLEANING, LEAVING HOLES FOR PLUMBINGAND SANITARY NNECTIONS ETC., COMPLETE ASDIRECTED AT SITE AND EACH TILE PLASTERED ON THEBACK SIDE WITH NEAT CEMENT SLURRY BEFORE FIXINGTO TH BEDDING MORTAR INCLUDING FILLING ANDFINISHING OF ALL JOINTS WITH BIRLA WHITE CEMENTGROUT AND CLEANING WITH A SAW DUST AND DILUTE SULPHURIC ACID ETC., WITH ALL MATERIALS ANDLABOUR COMPLETE.

SUP AND APLY OF — MM THICK PLASTERING (CM 1:5) PROVIDING 12 MMTHICK CEMENT MORTAR (CM 1:5) PLASTERINGINCLUDING, PREPARATION OF SURFACE BY CLEANIN REMOVAL OF LOOSE MATERIAL IF ANY, LEVELLING,FINISHING, CURING ETC. ALL COMPLETE USINGPORTLAND SLAG CEMENT (CONFORMING TO IS: 4 ).ITEM INCLUDES 10% OF ADDITIONAL CEMENT CONTENTFOR MANUAL MIXING OF CEMENT MORTAR. FOR HEIGHTMORE THAN 3METER, THE COST WILL PAID AT 10%EXTRA ON THE ITEM RATE FOR EVERY SUBSEQUENT 3METER HEIGHT.

SUP&APPLY - — OVIDING PLASTERING IN CEMENT MORTAR INCLUDINGPREPARATION OF SURFACE BY CLEANING, REMOVAL ALLLOOSE MATERIAL IN THE REQUIRED THICK SS TO THELINES AND LEVELS, FINISHING, CURING ETC. COMPLETEUSING PORTLAND SLAG CEMENT (CONFORMING TO IS:455)CM 1:3 - 06 MM THIC ESS.

SPLY & APPLY OF PAINT — INTING WORKS: IT INCLUDES SUPPLY AND APPLYINGOF WATER PROOFING EXTERNAL AND INTERNAL PAINT OFREQUIRED SHADE. ONE COAT OF PRIMER D TWO COATSEXTERIOR EMULATION/INTERIOR EMULATION PAINT. JOBINCLUDES MATERIAL AND LABOUR COST. PAINT SHALL BEMAKE OF APPROVED M UFACTURER. BEFORE APPLYINGPRIMER OVER WALL, PARTY NEEDS TO APPLIED APPROVEDPUTTY.