FW Tanks Bahadurgad

EXCAVATION IN SOIL UPTO — EXCAVATION UPTO 1.5 M DEPTH: EXCAVATION IN ALL TYPES OF SOIL, FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL EIC, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL EIC.

EXCAVATION IN SOIL 1.5-3.0 M 12121-BAHADURGARH LPG — EXCAVATION FROM 1.5 TO 3.0 M DEPTH EXCAVATION IN ALL TYPES OF SAND, FOR FOOTINGS, STEPS, PLINTH BEAMS, EQUIPMENT FOUNDATIONS, PILE CAPS, DRAINS, TRENCHES, MANHOLES, UNDERGROUND TANKS, ETC INCLUDING SHORING STRUTTING AS REQUIRED AS PER SITE CONDITION, DEWATERING WHERE REQUIRED (UNTIL FOUNDATION WORK IS COMPLETE). ITEM ALSO INCLUDES CARTING, STACKING IF REQUIRED BY HPCL ENGINEER IN CHARGE, SPREADING, LEVELLING AND COMPACTING/CONSOLIDATING SURPLUS MATERIALS WITH ANY LEAD WITHIN PLANT PREMISES AT UNOBJECTIONABLE AREA OR AS PER INSTRUCTION OF HPCL EIC.

Fire Screening upto 4 mtrs — 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.

WSEL GROUND — GROUND IMPROVEMENT STONE AND SAND LAYER-SUPPLYING AND LAYING OF WSEL (WEDGE SHEAR ELEMENTARY LAYER) CONSIST OF METAL STONES/WELL BURNT BRICKS OF SIZE 80MM TO 300MM LAID IN LOOSE LAYERS OF 500MM WITH LOCALLY AVAILABLE SILVER SAND FILLED IN VOIDS (SAND SHALL BE AS PER ZONE-III OR IV AS PER IS:383 CLASSIFICATION) IN FOUNDATION TILL 2M DEPTH FROM FGL AND COMPACTING WITH 10 MT VIBRO-RAMMER OR ROLLER AFTER WATERING TO ACHIEVE THE DESIRED COMPACTION INCLUDING THE COST OF ALL LABOUR, MATERIAL, EQUIPMENT, LEAD, LIFT ETC., ALL COMPLETE AS PER TECHNICAL SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER-IN-CHARGE

PCC 1:3:6 — PLAIN CEMENT CONCRETE (1:3:6) PROVIDING AND LAYING PLAIN CEMENT CONCRETE OF NOMINAL VOLUMETRIC MIX 1:3:6 (1 CEMENT:3 SAND:6 CRUSHED STONE AGGREGATES) WITH 20MM AND DOWN SIZE GRADED AGGREGATES BELOW PLINTH PROTECTION AND ANY OTHER WORK AS PER REQUIREMENT INCLUDING ANY REQUIRED PERMANENT BRICK MASONRY, SHUTTERING, DEWATERING, TAMPING, RAMMING, CURING, ETC ALL COMPLETE AS PER INSTRUCTIONS OF HPCL ENGINEER-IN-CHARGE.

RCC M25 — PROVIDING AND LAYING RCC WITH M-25 DESIGN MIX FOR FOOTINGS 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

REINFORCEMENT — HYSD TMT BARS FE 500-SUPPLYING AND FABRICATING AND FIXING IN POSITION STEEL REINFORCEMENTS AT ALL LEVELS AND POSITIONS INCLUDING THE COST OF TRANSPORT, STRAIGHTENING, CUTTING, BENDING, CRANKING, BINDING, WELDING, PROVISION OF NECESSARY CHAIRS AND SPACERS, PREPARATION OF BAR BENDING SCHEDULE DRAWINGS, GETTING THE SAME APPROVED ETC., AS PER DRAWINGS AND SPECIFICATIONS AND INCLUDING COST OF BINDING WIRE, LABOUR ETC., ALL COMPLETE FOR REINFORCED CONCRETE AND REINFORCED BRICK WORK AND ANY OTHER PLACE AS SPECIFIED WITH HCR TMT BARS (HCR FE500 TMT FROM SAIL/ FE500-TISCON-TMT BARS FROM TATA ). THE CHAIRS AND SPACER BARS PROVIDED WILL NOT BE MEASURED FOR PAYMENT. HIGH CORROSION RESISTANT TMT BARS CONFORMING TO GRADE FE-500 OF IS1786-1985.

ASPHALT CARPET — PROVIDING AND LAYING ASPHALTING 50 MM THICK (COMPACTED THICKNESS) IN ONE LAYER OF 50 MM PREMIX ASPHALT CARPET ON TOP OF WBM SURFACE USING CRUSHED AGGREGATES FOR PREMIX CARPET MIXED WITH MOLTEN BITUMEN 80/100 GRADE, LAYING TO THE REQUIRED LINE, LEVEL AND CAMBER. THE JOB SHALL INCLUDE PREPARATION OF SURFACE, CLEANING THE WBM SURFACE WITH WIRE BRUSH/COMPRESSED AIR, LAYING TACK COAT, ROLLING FOR COMPACTION, ERECTING ROAD BARRIERS, NOTICES ETC COMPLETE. THE TOTAL FINISHED COMPACTED THICKNESS SHALL BE 50 MM.

Brick Masonry work — PROVIDING AND CONSTRUCTING FIRST CLASS BRICK MASONRY IN SUB STRUCTURE AND SUPER STRUCTURE FOR ALL DEPTH AND HEIGHT, INCLUDING SCAFFOLDING, CURING ETC. (EXCLUDING PLASTER) COMPLETE AS PER SPECIFICATIONS, DRAWINGS AND AS DIRECTED BY HPCL EIC. BRICKS TOBE USED OF MINIMUM CRUSHING STRENGTH 35 KG/CM2. CEMENT SHALL BE EITHER 43 GRADE OPC OR PPC FLY ASH BASED OF HPCL APPROVED MAKE. 115 MM THICK IN CM 1:4

Const. of EARTH PIT — CONSTRUCTION OF NEW EARTH PIT CONSTRUCTION AS PER IS-3043.