COMPOUND WALL - PETCHEM TERMNL @ PACHPADRA

EXCAVATION OF EARTH UPTO 1224-BARMER TERMINAL — RTHWORK: EARTHWORK IN EXCAVATION UPTO 1.5MDEPTH FOR FOUNDATIONS OF STRUCTURAL SHED, PIPESUPPORTS/ SLEEPERS, PIPE BRIDGES, TRENCH ,CULVERT, DRAIN, RCC BUILDING FOUNDATION, PARKINGAREA ETC. OR ANY OTHER PLACE AS REQUIRED ANDDIRECTED, IN ORDINARY SOILS INCLU NG SOFT ROCK /DISINTEGRATED ROCK, IN BOTH DRY AND WETCONDITIONS, INCLUDING PUMPING AND BAILING OUTSURFACE AND SUBSOIL WATER, S RING, STRUTTING,SLUSH REMOVAL, INCLUDING BACKFILLING IN ALLPOSITIONS, IN LAYERS OF 150MM AT ALL HEIGHTS ANDDEPTHS AS PER DRAWI AND SPECIFICATIONS WHEREVERREQUIRED, IN FOUNDATION PITS AND OTHER PLACESWITH EXCAVATED SUITABLE APPROVED SURPLUS EARTH,INCLU NG RECLAIMING FROM SPOIL HEAPS KEPTELSEWHERE INCLUDING DRESSING AND LEVELING,WATERING AND MECHANICAL COMPACTION ETC.,TRANSPORT G AND DISPOSAL OF SURPLUS EXCAVATEDEARTH WITHIN/ OUTSIDE PLANT BOUNDARY AS DIRECTEDBY THE ENGINEER. (THE MEASUREMENT FOR PAYMENT SHALL BE FOR THE THEORETICAL EXCAVATION VOLUMEONLY AS PER DRAWING I.E. FOR VOLUME OF BLOCK OFEXCAVATION HAVING THE ACTUAL DEPTH D MAXIMUMBOTTOM DIMENSIONS OF THE FOUNDATION/STRUCTURE).THE CONTRACTOR SHOULD TAKE INTOACCOUNT IN HIS RATE THE PROVISION FOR A EXCESSEXCAVATION FOR NECESSARY WORKING SPACE, STEPS,SLOPING, ETC., REQUIRED FOR EXCAVATION, SAFETYAND OTHER ALLIED WORKS AND FILLING THE SIDESLOPES/ WORKING SPACE, STEPS, ETC.)

EXCAVTION OF EARTH ABOVE 1224-BARMER TERMINAL — RTHWORK: EARTHWORK IN EXCAVATION ABOVE 1.5 MDEPTH AND UPTO 3 M FOR FOUNDATIONS OF STRUCTURALSHED, PIPE SUPPORTS/SLEEPERS, PIPE B DGES,TRENCHES, CULVERT, DRAIN, RCC BUILDINGFOUNDATION, PARKING AREA ETC. OR ANY OTHER PLACEAS REQUIRED AND DIRECTED, IN ORDINA SOILSINCLUDING SOFT ROCK/DISINTEGRATED ROCK, IN BOTHDRY AND WET CONDITIONS, INCLUDING PUMPING ANDBAILING OUT SURFACE AND SUBS L WATER, SHORING,STRUTTING, SLUSH REMOVAL, INCLUDING BACKFILLINGIN ALL POSITIONS, IN LAYERS OF 150 MM AT ALLHEIGHTS AND DEPTHS S PER DRAWING ANDSPECIFICATIONS WHEREVER REQUIRED , IN FOUNDATIONPITS AND OTHER PLACES WITH EXCAVATED SUITABLEAPPROVED SURPLUS ARTH, INCLUDING RECLAIMING FROMSPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING ANDLEVELLING, WATERING AND MECHANICAL COMPACTIONE ., TRANSPORTING AND DISPOSAL OF SURPLUSEXCAVATED EARTH WITHIN/OUTSIDE PLANT BOUNDARY ASDIRECTED BY THE ENGINEER. (THE MEASUREMEN FORPAYMENT SHALL BE FOR THE THEORETICAL EXCAVATIONVOLUME ONLY AS PER DRAWING I.E. FOR VOLUME OFBLOCK OF EXCAVATION HAVING THE TUAL DEPTH ANDMAXIMUM BOTTOM DIMENSIONS OF THEFOUNDATION/STRUCTURE). THE CONTRACTOR SHOULD TAKEINTO ACCOUNT IN HIS RATE THE PR ISION FOR ANYEXCESS EXCAVATION FOR NECESSARY WORKING SPACE,STEPS, SLOPING, ETC., REQUIRED FOR EXCAVATION,SAFETY AND OTHER ALLI WORKS AND REFILLING THESIDE SLOPES/WORKING SPACE, STEPS, ETC.).

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 & LAY - RUBBLE — OVIDING AND LAYING 150 MM TO 230 MM THICK(COMPACTED) TRAP/RUBBLE STONE SOLING INCLUDINGHAND PACKING, FILLING THE INTERSTICES WIT CHIPS,SPALLS, SAND, WATERING, COMPACTING BY MECHANICALMEANS ALL COMPLETE AS PER DIRECTION OFENGINEER-IN-CHARGE.

SUPLY & CONST RR — OVIDING RANDOM RUBBLE MASONRY IN CEMENT MORTAROF 1 CEMENT : 4 SAND RATIO FOR WIDTH UP TO 1500MM AT ALL LEVEL AND POSITON. SCOP INCLUDESPROVIDING ALL MATERIALS & CONSUMABLES, HANDLING,DRESSING, SCAFFOLDING, SOAKING, LAYING IN PROPERLINE LEVEL & ALIGNMENT RAKING THE JOINTS,CURING, PROVIDING KEY STONES, DEWATERING, ALL INPROPER LINE LEVEL & ALIGNMENT, TESTING, TOOLS,TACKLES, MANPO R, SUPERVISION, DOCUMENTATION ASPER SPECIFICATION, ENGINEERING PRACTICES ANDDIRECTION OF OWNER.

SPLY AND LAYG OF DPC — OVIDING AND LAYING DAMP PROOF COURSE IN 1:2:4MIX: PROVIDING AND LAYING 50 MM THICKNESS DPC IN1:2:4 MIX WITH 6 TO 12 MM SIZE AGGR ATE ANDWATER PROOFING COMPOUND OF APPROVED MAKE AS PERMANUFACTURER SPECIFICATION. ALL NECESSARY TESTSOF MATERIALS TO BE PERFOR D AS MENTIONED INLIST, BEFORE ANY MATERIAL TO BE USED AT SITE. THEPARTY SHALL HAVE TO PRODUCE MANUFACTURER'SCERTIFICATION ON T MATERIAL QUALIFYING CRITERIASTATED IN IS CODE AND LIMITS SPECIFIED IN THEIS/CPWD SPECIFICATION BEFORE THE MATERIAL TO BESITED HPCL RESERVES THE RIGHT TO DO RANDOMSAMPLING AND TESTING AS PER IS/CPWD SPECIFICATIONTO ASSESS MANUFACTURER'S CERTIFICATION ON ALIFYING NORMS SPECIFIED IN THE CPWDSPECIFICATION. COST INCLUDE EXPENSES FOR TESTINGMATERIAL TRANSPORTATION AND THEIR TEST RESUL CERTIFICATES FROM APPROVED LAB. THE PARTY SHALLHAVE TO SUBMIT SUPPLIER'S (SUPPLIER/SOURCE OFMATERIAL AS APPROVED BY HPCL) BILL ALONG WITHTESTING REPORTS.

SUP&APPLY OF COAL — OVIDING AND APPLYING TWO COAT OF COAL TAR ORBITUMEN CONFIRMING TO IS 3117-1965 ON THE TOP ANDSIDE OF RCC BOX/SLAB AT 1.70 KG/SQM FTERCLEANING THE SURFACE WITH ALL LABOUR AND MATERIALCOMPLETE JOB AS DIRECTED BY THE ENGINEER.

SUP & CONST - RUBBLE — BBLE MASONRY IN CEMENT MORTAR 1:4, 350 TO 450MM THICK: SUPPLYING, PROVIDING AND CONSTRUCTING350 TO 450 MM THICK RUBBLE MASONRY I CEMENTMORTAR 1:4 USING APPROVED QUALITY STONESINCLUDING SCAFFOLDING, RACKING THE JOINTS,CURING, ETC, COMPLETE AS PER DRAWING, PECIFICATIONS AND AS DIRECTED BYENGINEER-IN-CHARGE.

SPLY CONST OF BRICK — PPLY AND CONSTRUCTING BRICK MASONRY IN CM 1:4USING BRICKS OF MINIMUM COMPRESSIVE STRENGTH 50KG/SQ.CM AND CONFORMING TO IS:1077-1 6 INCLUDINGPROVIDING ALL OPENINGS AND PROJECTIONS AS PER THEDRAWING, RAKING THE JOINTS TO 1 CM DEEP,SCAFFOLDING, SOAKING OF BR KS PRIOR TO USE ANDCURING ETC COMPLETE AS PER SPECIFICATIONS.MEASUREMENT OF MASONRY WILL BE BASED ON ACTUALTHICKNESS OF WALL C STRUCTED. (A) BRICK FORMASONRY IN FOUNDATION, WALLS AND OTHER LOCATIONSHALL BE HAND OR MACHINE MOULDED AND MADE FROMSUITABLE S L AND KILN BURNT. THEY SHALL HAVEREGULAR AND UNIFORM SIZE AND COLOUR, SHARPSTRAIGHT AND RIGHT ANGELED EDGES AND DEEP CHERRYRED OLOUR, UNIFORMITY WELL BURNT THROUGHOUT BUTNOT OVER BURNT. THEY SHALL HAVE SMOOTHRECTANGULAR FACES WITH PALLET SIDES AND SHARP RNERS. GENERALLY THEY SHALL CONFIRM TO IS:1077.(B)THEY SHALL BE FREE FROM CRACKS, FLAWS ANDNODULES OF FREE TIME. (C)THEY SHALL B MOULDEDWITH THE FROG OF 100 X 40MM AND 10 TO 20 MM DEEPON ONE OF ITS FLAT SIDES. (D) THEY SHALL GIVE ACLEAR METALLIC RINGING S ND WHEN STRUCK BY AMALLET AND SHALL NOT BREAK WHEN DROPPED ON THEGROUND ON THEIR FLAT FACE IN A SATURATEDCONDITION FROM THE HE HT OF 600MM. (E) THEYSHALL SHOW A FINE-GRAINED, UNIFORM, HOMOGENEOUSAND DENSE TEXTURE ON FRACTURE AND SHALL BE FREEFROM LUMPS LIME, LAMINATION, CRACKS, AIRHOLES, SOLUBLE SALTS CAUSING EFFLORESCENCE OR ANYOTHER DEFECTS WHICH MAY IMPAIR THEIR STRENGTH,D ABILITY, APPEARANCE AND USEFULNESS FOR THEPURPOSE INTENDED. THEY SHALL NOT HAVE ANY PARTUNDER-BURNT. (F)THE SIZE OF THE CONVENTI ALBRICKS SHALL BE 225X110X75MM. ONLY BRICKS OF ONESTANDARD SIZE SHALL BE USED IN ONE WORK UNLESSSPECIALLY PERMITTED BY THE CLI T/CONSULTANT. THEFOLLOWING TOLERANCES ARE PERMITTED IN THESTANDARD CONVENTIONAL SIZE ADOPTED ON THEPARTICULAR WORK. (G) AFTER MERSION IN COLDWATER FOR 24 HOURS, ABSORPTION BY WEIGHT SHALLNOT EXCEED 15% OF THE DRY WEIGHT AS PER IS:3495(PART-2)

SUP & LAY - — OVIDING AND LAYING 60 MM AVERAGE THICKNESSCOPING IN CEMENT CONCRETE MIX OF 1:2:4 USING 6 MMTO 12 MM AGGREGATE WITH 40 MM PROJECT N ONEITHER SIDE OF THE BRICK WALL FACE. RATE TOINCLUDE 20MM THICK PLASTER ON TOP IN CEMENTMORTAR 1:4 FOR FIXING THE GLASS PIEC INCLUDINGMIXING, PROVIDING NECESSARY SHUTTERING,COMPACTION AND CURING. THE THICKNESS OF COPINGSHALL BE 80MM AT THE CENTRE AND 0 MM AT THE ENDS.