Tender For Construction Of Structural Shed At Indore Ird -EXCAVATION OF EARTH, FOR DEPTH UPTO AND INCLUDING 3.0 M, 1.FOR FOUNDATIONS OF STRUCTURAL SHEDS, ROADS, DRIVE WAYS, PEDESTALS, TRESTLE BRIDGES, CULVERTS, PITS, TRENCHES, ETC. OR ANY OTHER PLACE AS DIRECTED, IN ORDINARY SOILS INCLUDING SOFT ROCK/DISINTEGRATED ROCK, SHORING & STRUTTING AS REQUIRED AS PER SITE CONDITION, INCLUDING BACKFILLING ETC, IN LAYERS AT ALL HEIGHTS AND DEPTHS AS PER SPECIFICATIONS/REQUIREMENTS AND AS DIRECTED/WHEREVER REQUIRED, IN FOUNDATION PITS AND OTHER PLACES WITH EXCAVATED SUITABLE SURPLUS EARTH, INCLUDING RECLAIMING FROM SPOIL HEAPS KEPT ELSEWHERE INCLUDING DRESSING AND LEVELLING, WATERING AND MECHANICAL COMPACTION ETC.2.TRANSPORTING SURPLUS SOIL TO UNOBJECTIONABLE PLACE WITHIN BOUNDARY LIMITS AND SPREADING IN LAYERS AND AS PER SPECIFICATIONS AND DIRECTION OF ENGINEER.3. THE MEASUREMENT FOR PAYMENT SHALL BE AS PER ATTACHED TECHNICAL SPECIFICATIONS AND AS DIRECTED BY HPCL EIC COMPLETE.4. NOTE:A) THE CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS RATE, THE PROVISION FOR EXCESS EXCAVATION FOR NECESSARY WORKING SPACE, SLOPE, STEPS ETC.B) REQUIRED FOR EXCAVATION, SAFETY AND OTHER ALLIED WORKS AND REFILLING THE SIDE SLOPES AND WORKING SPACE ETC, LAND FILLING WITH MURRUM UP TO 1.5 METER FROM NGL IN LAYERS: SUPPLY AND FILLING OF APPROVED QUALITY MURRUM IN LAND DEVELOPMENT AND ALSO UNDER PLAIN CEMENT CONCRETE OR WHEREVER AS DIRECTED BY HPCL INCLUDING SPREADING IN LAYERS OF 200 MM THICKNESS, WATERING AND COMPACTING WITH VIBRATOR ROLLER TILL MAXIMUM COMPACTION THAT IS 95 % MODIFIED PROCTOR DENSITY IS ACHIEVED. COMPLETE IN ALL RESPECT AS PER TENDER SPECIFICATION/SCOPE OF WORK ETC., AS DIRECTED BY HPCL ENGINEER-IN-CHARGE AND ROYALTY PAYMENT, COMPLETE IN ALL RESPECT AS PER TENDER SPECIFICATION/SCOPE OF WORK ETC., AS DIRECTED BY HPCL. CONTRACTOR HAS TO SEND THE MURRUM SAMPLES FROM SITE FOR TESTING AT HPCL APPROVED LAB. DEGREE OF COMPACTION OF EACH LAYER HAS TO BE TESTED AT SITE USING CORE CUTTING TEST. THE RATE QUOTED BY THE CONTRACTOR SHALL INCLUDE THE COST OF THE ABOVE TEST, SUPPLYING AND LAYING TO PROPER LEVEL AND SLOPES, IN ANY THICKNESS WITH BROKEN/CRUSHED STONES (OF 63MM AND DOWN SIZE) AS SUB BASE FOR PAVED ARE, FLOOR SLABS ETC. INCLUDING HAND PACKING WEDGING, BLINDING WITH MURRUM/SAND, WATERING, RAMMING, HAND RAMMER , COMPACTING WITH ROLLER ,DRESSING ETC. ALL COMPLETE AS SPECIFIED FROM QUARRIES OUTSIDE PLANT PREMISES FOR ALL APPLICABLELEADS & LIFTS INCLUDING PAYMENT OF APPLICABLE ROYALTY, RIGHT OF WAY CHARGES,ETC AS APPLICABLE. ALL STATUTORY GOVT. APPROVALS HAS TO BE TAKEN BY THE CONTRACTOR ALL COMPLETE AS SPECIFIED AND DIRECTED.THE ITEM WILL BE EXECUTED FOR CREATING SUB BASE FOR PAVED AREA .THE AREA SHOULD TO BE CLEANED AND SHOULD BE FREE OF MARSH BEFORE LAYING GSB .PAYMENT WILL BE BASED ON THE INITIAL AND FINAL LEVELS RECORDED, PROVIDING AND LAYING RCC WITH M-25 DESIGN MIX FOR COLUMNS AND BEAMS AL ALL HEIGHT USING 20 MM DOWN GRADED COARSE AGGREGATE AS PER IS 456-2000 (WITHLATEST AMENDMENTS) AT ALL DEPTHS AND HEIGHTS IN ALL TYPES OF FOUNDATIONS,FOOTINGS, COLUMNS, PEDESTAL, WALL, LINTELS, DUCTS, BEAMS, BRACKETS, SLABS OFALL SHAPES, SILLS, PARAPETS, BANDS AND ANY OTHER WORKS BOTH IN BELOWGROUND AND SUPERSTRUCTURES USING 20 MM AND DOWN SIZE GRADED CRUSHEDAGGREGATE INCLUDING PROVIDING AND FIXING SHUTTERING FORM WORK WITHAPPROVED QUALITY SUPPORTS, SCAFFOLDING, MACHINE MIXING, COMPACTING BY MECHANICAL VIBRATORS, CURING, ETC COMPLETE AS PER ATTACHED TECHNICALSPECIFICATION AND AS PER DIRECTION OF ENGINEER IN CHARGE. CONCRETEINGREDIENTS SHALL CONFORM TO IS 456-2000 WITH LATEST AMENDMENTS. THECEMENT CONTENT SHALL BE GOVERNED BY DESIGN MIX.RATE SHALL BE EXCLUSIVE OF THE COST OF SUPPLYING AND PROVIDING STEELREINFORCEMENT, WHICH WILL BE PAID UNDER A SEPARATE ITEM CEMENT SHALL CONFORM TO IS 8112 – 43 GRADE/ IS 12269-53 GRADE OPC OR IS1489-PPC. CEMENT SHALL BE EITHER OF THE FOLLOWING MAKE ULTRATECH,LAFARGE, ACC, AMBUJA, BIRLA OR L & T OR HPCL APPROVED EQUIVALENT, EXTERNAL PLASTERING, PROVIDING 20 MM THICK CEMENT PLASTER SMOOTH FINISH WITH WATER PROOFING COMPOUND AS PER ARCHITECTURAL SHAPES MARKED IN THE DRAWINGS, AT ALL DEPTHS AND HEIGHTS IN ONE COAT OF 12 MM 1:5 (1 CEMENT:5 SAND) CEMENT PLASTER AND SECOND COAT OF 8MM 1:4 (1 CEMENT:4 SAND) CEMENT PLASTER ON FACES OF WALLS, PILLARS, PROJECTION, BANDS, CORNICES ETC. INCLUDING NECESSARY DABBING, CURING, SCAFFOLDING, PROVIDING CHICKEN MESH AT JUNCTIONS OF COLUMNS, BEAMS ETC. WITH MASONRY COMPLETE AT ALL HEIGHTS AS PER SPECIFICATION AND DRAWINGS. (EXTERNAL SURFACES OF WALLS FOR BUILDINGS AND AT PLACES DIRECTED BY HPCL EIC), PROVIDING AND LAYING WATERPROOFING TREATMENT ON ROOFS OF SLABS BY APPLYING CEMENT SLURRY MIXED WITH WATER PROOFING CEMENT COMPOUND CONSISTING OF APPLYING: A) AFTER SURFACE PREPARATION, FIRST LAYER OF SLURRY OF CEMENT AT 0.488 KG/SQ.MT MIXED WITH WATER PROOFING CEMENT COMPOUND AT 0.253 KG/SQ.MTB) LAYING SECOND LAYER OF FIBER GLASS CLOTH WHEN THE FIRST LAYER IS STILL GREEN. OVERLAPS OF JOINTS OF FIBER CLOTH SHOULD NOT BE LESS THAN 10 CM. C) THIRD LAYER OF 1.5 MM THICKNESS CONSISTING OF SLURRY OF CEMENT AT 1.289 KG/SQ.MT MIXED WITH WATER PROOFING CEMENT COMPOUND AT 0.670 KG/SQ.MT AND COARSE SAND AT 1. 289 KG/SQ.MT THIS WILL BE ALLOWED TO AIR CURE FOR 4 HOURS FOLLOWED BY WATER CURING FOR 48 HOURS. THE ENTIRE TREATMENT WILL BE TAKEN UPTO 30 CM ON PARAPET WALL AND TUCKED INTO GROOVE IN PARAPET ALL AROUND. D) FOURTH AND FINAL LAYER OF BRICK TILING WITH CEMENT MORTAR (WHICH WILL BE PAID FOR SEPARATELY. FOR THE PURPOSE OF MEASUREMENT THE ENTIRE TREATED SURFACE WILL BE MEASURED). INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES ETC COMPLETE AS DIRECTED BY THE ENGINEER-IN-CHARGE. (THE ABOVE WORK SHALL BE CARRIED OUT BY AN AGENCY HAVING SUFFICIENT EXPERIENCE IN MEMBRANE WATER PROOFING AND SHOULD ENSURE A GUARANTEE OF 5 YEARS. ONLY SKILLED AND EXPERIENCED PERSONS SHALL BE EMPLOYED FOR THIS PURPOSE)., DESIGN OF PEB STRUCTURE, DESIGN AND FABRICATION DRAWING FOR CALIBRATION SHED CUM MAIN GATE STRUCTURE, PRE ENGINEERED STRUCTURE SHED, DESIGN AND PROVIDING FABRICATION/CONSTRUCTION DRAWINGS FOR PRE ENGINEERED STEEL STRUCTURE FOR CALIBRATION SHED CUM MAIN GATE STRUCTURE AS PER ATTACHED TENDER TECHNICAL SPECIFICATION, SUPPLY, FABRICATING AND FIXING OF MILD STEEL FOUNDATION BOLTS: SUPPLY, FABRICATING, FIXING AND KEEPING IN POSITION MILD STEEL THREADED ANCHOR BOLTS OF ALL DIAMETERS, INCLUDING NUTS, WASHERS, ANCHOR PLATES, PIPE SLEEVES ETC. MILD STEEL METAL INSERTS WITH LUGS OF ANY SHAPE MADE OF FLATS, ROLLED STEEL SECTIONS ETC. MILD STEEL BASE PLATES OF ALL THICKNESS, SIZE AND SHAPE AS DIRECTED BY HPCL IN FOUNDATIONS, AND ANY OTHER PLACES AS DIRECTED INCLUDING COST AT STEEL TRANSPORTING SAME FROM SITE, WORKSHOP TO SITE AT WORK, CUTTING, STRAIGHTENING IF REQUIRED, DURING WELDING, PROVIDING NECESSARY TYING AND WELDING WITH REINFORCEMENT, ADJUSTMENT OF SHUTTERING, GREASING EXPOSED METAL SURFACE, COVERING BOLTS AND PACKING THE SLEEVES WITH JUT CLOTH ETC. FOR ALL LEVELS AND LOCATIONS ETC. COMPLETE AS SPECIFIED AND DIRECTED BY ENGINEER-IN-CHARGE, SUPPLYING AND FIXING OF PRE PAINTED GALVALUME SHEET/APPROVED EQUIVALENT FOR ROOF/CANOPY AND CLADDING OF 0.55 MM TOTAL COATING THICKNESS (TCT) INCLUDING SCREW AND CLIP CONFORMING TO IS 9933-1995, THE FIXING OF SHEET SHALL BE CARRIED OUT AS PER STANDARD CODE OF PRACTICE AND AS PER MANUFACTURER SPECIFICATION, THE MANUFACTURER SHALL GIVE A MINIMUM GUARANTEE OF 5 YEAR FOR THE PRODUCT AND THE SAME SHALL BE EXTENDED TO HPCL, PROVIDING AND FIXING POWDER COATED ALUMINIUM WORK FOR DOORS, WINDOWS AND PARTITIONS WITH EXTRUDED BUILT UP STANDARD TUBULAR SECTIONS/APPROPRIATE Z SECTIONS AND OTHER SECTIONS OF APPROVED MAKE CONFIRMING TO IS:733 AND IS:1285 FIXED WITH RAWL PLUGS AND SCREWS OR WITH FIXING CLIPS INCLUDING NECESSARY FILLING UP OF GAPS AT JUNCTIONS, AT TOP, BOTTOM AND SIDES WITH REQUIRED POLYVINYL CHLORIDE/NEOPRENE FELT ETC. ALUMINIUM SECTIONS SHALL BE SMOOTH, RUST FREE, STRAIGHT, MITRED AND JOINTED MECHANICALLY WHERE EVER REQUIRED INCLUDING CLEAT ANGLE, ALUMINIUM SNAP BEADING FOR GLAZING/PANELLING, CP BRASS/STAINLESS STEEL SCREWS, REMOVING THE STICKERS CLEARLY ALL COMPLETE AS PER ARCHITECTURAL DRAWINGS AND DIRECTIONS OF ENGINEER-IN-CHARGE AT ALL LEVELS. MINIMUM THICKNESS OF POWDER COATING FOR POWDER COATED ALUMINIUM SHALL BE 50 MICRON (A) FOR FIXED PORTION AND (B) FOR SHUTTER OF DOORS, WINDOWS AND VENTILATORS INCLUDING PROVIDING AND FIXING HINGES/PIVOTS AND MAKING PROVISION FOR FIXING OF FITTINGS, EXHAUST FAN OF REQUIRED SIZE, ETC. WHEREVER REQUIRED INCLUDING THE COST OF POLYVINYL CHLORIDE NEOPRENE GASKET REQUIRED AND INCLUDING GLAZING IN ALUMINIUM DOORS, WINDOWS, VENTILATOR SHUTTERS, PARTITIONS ETC. WITH POLYVINYL CHLORIDE/NEOPRENE GASKET ETC. USING 4 MM THICK FLOAT GLASS COMPLETE AS PER THE ARCHITECTURAL DRAWINGS AND THE DIRECTION OF ENGINEER-IN-CHARGE AT ALL LEVELS, PROVIDING AND FIXING OF 50 MM THK NEOPRENE SYNTHETIC RUBBER PAD CUT INTO PIECES OF APPROX SIZE 100X100 OR 100X200 MM OR TO SUIT SITE AND DRAWING, INCLUDING FIXING OF RUBBER PAD IN SWING PLATFORM WITH 25 MM DIA COUNTER SUNK BOLT (AS PER IS: 8412) 1 NO FOR 100X100 MM AND 2 NOS FOR 100X200 MM PER PIECE OF RUBBER PAD OR AS PER DRAWING. THE WORK SHALL BE COMPLETED AS PER DRAWING AND DIRECTION OF SITE IN CHARGE, FIRE SCREEN FOR HOT WORKS-DESIGN AND ERECTION OF SUITABLE FIRE SCREEN UP TO 7 METER HEIGHT INCLUDING SUPPLY OF ALL MATERIALS LIKE STRUCTURAL STEEL, GALVANIZED IRON SHEET, BOLTS AND OTHER TOOLS AND TACKLES AND LABOUR. DESIGN OF THE FIRE SCREEN SHOULD BE SUCH THAT SO AS NOT TO ALLOW PASSING OF LIGHT RAY AND SHOULD BE STRUCTURALLY SOUND TO WITHSTAND THE WIND LOADS IN THAT AREA. RATE TO INCLUDE DISMANTLING OF FIRE SCREEN AND CLEARING THE SITE/TAKING BACK AFTER COMPLETION OF TANK FABRICATION. JOB RATE TO INCLUDE ALL CIVIL JOBS FOR FOUNDATION OR ELSEWHERE IF REQUIRED. FOR ERECTION OF FIRE SCREEN TO ENSURE STABILITY OF THE SCREENS AFTER OBTAINING NECESSARY APPROVAL OF ENGINEER-IN-CHARGE, etc.
