Structure shed jobs at Indore

EXCAVATION OF EARTH — 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.

SPLY AND FILLING OF — 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.

GRANUALAR SUB BASE — 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

SPLY AND LAYG OF MACADAM 11457-Indore New IRD — CONSTRUCTION OF WET MIX MACADAM BY PROVIDING, LAYING, SPREADING AND COMPACTING OF GRADED STONE AGGREGATES IN LAYERS (USING 53 MM DOWN AGGREGATE AS PER SPECIFICATION) MIXED WITH 2% OF ORDINARY PORTLAND CEMENT BY WEIGHT OF AGGREGATE, MIXING IN A MECHANICAL WET MIX PLANT AT OMC, CARRIAGE OF MIXED MATERIAL TO WORK SITE IN TIPPER AND CONVEYING TO PAVER, LAID OVER A PREVIOUSLY PREPARED SURFACE WITH MECHANICAL PAVER FINISHED TO THE REQUIRED GRADE, LEVEL AND ALIGNMENT, COMPACTING WITH VIBRATORY ROLLER 8-10 TONNE TO ACHIEVE THE DESIRED DENSITY OF 98% INCLUDING PROTECTION OF EDGES OF WMM LAYER, COST OF ALL MATERIALS, LABOUR, HIRE CHARGES OF MACHINERY, LIGHTING, MAINTENANCE OF DIVERSION ROAD IF ANY, OBTAINING APPROVAL FROM MINING DEPARTMENT/APPLICABLE DEPARTMENTS BY SEIGNIORAGE, LOADING AND UNLOADING, ALL LEAD AND LIFT ETC., COMPLETE. JOB TO BE DONE AS PER MORTH SPECIFICATION NO. 406 (4TH REVISION).THE CONSOLIDATED THICKNESS SHALL BE 100-125 MM.

ANTI TERMITE TREATMENT — ANTI TERMITE TREATMENT: ANTI TERMITE TREATMENT PROVIDING ANTI-TERMITE TREATMENT INCLUDING DILUTING AND INJECTING CHEMICAL SOLUTION/NEEM BASE SOLUTION AND CREATING A CONTINUOUS BARRIER UNDER AND ALL ROUND THE COLUMN PITS, WALL TRENCHES, BASEMENT EXCAVATION, TOP SURFACE OF PLINTH FILING, JUNCTION OF WALL AND FLOOR, ALONG THE EXTERNAL PERIMETER OF BUILDING, EXPANSION JOINTS, OVER THE TOP SURFACE OF CONSOLIDATED EARTH ON WHICH APRON IS TO BE LAID, SURROUNDINGS OF PIPES AND CONDUITS ETC. COMPLETE AS PER SPECIFICATION USING CHLORPYRIFOS EMULSIFIED CONCENTRATE (20%) IN 1% CONCENTRATION (OR AS RECOMMENDED BY THE MANUFACTURER) OR USING NEEM BASED SOLUTION. (ONLY PLINTH AREA SHALL BE MEASURED FOR PAYMENT). NOTE:-ALL NECESSARY TESTS OF MATERIALS TO BE PERFORMED AS MENTIONED IN LIST, BEFORE ANY MATERIAL TO BE USED AT SITE. THE PARTY SHALL HAVE TO PRODUCE MANUFACTURER'S CERTIFICATION ON THE MATERIAL QUALIFYING CRITERIA STATED IN IS CODE AND LIMITS SPECIFIED IN THE IS/CPWD SPECIFICATION BEFORE THE MATERIAL TO BE SITED. HPCL RESERVES THE RIGHT TO DO RANDOM SAMPLING AND TESTING AS PER IS/CPWD SPECIFICATION TO ASSESS MANUFACTURER'S CERTIFICATION ON QUALIFYING NORMS SPECIFIED IN THE CPWD SPECIFICATION. COST INCLUDE EXPENSES FOR TESTING MATERIAL TRANSPORTATION AND THEIR TEST RESULTS CERTIFICATES FROM APPROVED LAB. THE PARTY SHALL HAVE TO SUBMIT SUPPLIER'S (SUPPLIER/SOURCE OF MATERIAL AS APPROVED BY HPCL) BILLS ALONG WITH TESTING REPORTS.

SPLY AND LAYG OF PCC — SUPPLYING AND LAYING PLAIN CEMENT CONCRETE OF MIX (1:3:6) WITH STONE AGGREGATE OF 20 MM DOWN SIZE (INCLUDING SHUTTERING IF REQUIRED) IN PAVEMENT, DRIVEWAY, DRAIN, CULVERTS, HUME PIPE ENCASING, WATER HARVESTING SYSTEM, RECHARGE PIT, FOUNDATION, FLOOR, PIPELINE, PIT, PLINTH PROTECTION, PLINTH BEAM BASE, BRICK MASONRY BONDING, TRENCHES, COPING OF WALL, ETC, AT ALL DEPTHS AND HEIGHT COMPLETE ALL AS PER DRAWING AND SPECIFICATION AND INSTRUCTION OF THE ENGINEER-IN-CHARGE. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

SPLY AND LAYG OF RCC — 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

SPLY AND LAYG OF RCC — 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

SPLY AND LAYG OF RCC — PROVIDING AND LAYING RCC WITH M-25 DESIGN MIX FOR SLABS, CHAJJAS AND FINS, FACIA ETC AT ALL HEIGHTS 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

SPLY AND LAYG OF RCC — RCC DRIVEWAYS/PAVEMENT M-20 (MILD), SUPPLYING AND LAYING OF DESIGN MIX, VIBRATED REINFORCED CEMENT CONCRETE OF M- 20 (INCLUDING SHUTTERING AND EXCLUDING REINFORCEMENT) USING 20 MM DOWNGRADED WITH HARD BLASTED GRANITE COARSE AGGREGATE(CONFORMING TO APPLICABLE TABLE OF MORTH) AND FINE AGGREGATES(CONFORMING TO APPLICABLE TABLE OF MORTH) AT ALL DEPTHS AND HEIGHTS IN ALL TYPES OF RIGID PAVEMENTS, DUCTS, WALLS, DRAINS, CULVERTS AND ANY OTHER WORKS BOTH IN UNDERGROUND AND SUPERSTRUCTURES(UP TO A MAX HT OF 1M ABOVE ROAD TOP LEVEL) WORKS ALL COMPLETE WITH ALL APPLICABLE TESTING, SEIGNIORAGE, CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES, CENTERING, MACHINE MIXING, LAYING, VIBRATING, CURING ETC., INCLUDING ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES OF ALL T&P(TOOLS AND PLANT) ETC., COMPLETE FOR FINISHED ITEM OF WORK AS PER MORTH SPECIFICATION 1500, 1700, 2100 AND 2702 (4TH REVISION) AND AS DIRECTED BY THE ENGINEER-IN-CHARGE FOR C.C PAVEMENT. QUOTED RATES ARE DEEMED TO INCLUDE SIDE SHUTTERING WITH STRUCTURAL STEEL CHANNELS; PLACING REINFORCEMENT (REINFORCEMENT SHALL BE CONSIDERED UNDER SEPARATE ITEM) WITH COVER BLOCKS; SCREED /AXIAL VIBRATING INCLUDING PROVIDING REINFORCEMENT LAPS AT CHANNEL ENDS FOR REQUIRED PANEL SIZES. CEMENT SHALL BE PPC CONFORM TO IS: 1489 (LATEST EDITION) OR OPC CONFIRMING TO IS: 8112 LATEST EDITION (43/53 GRADE) AND MAKE SHALL BE ACC/ULTRA TECH/LAFARGE/BIRLA OR HPCL APPROVED EQUIVALENT. BIS CERTIFICATION REQUIREDVACUUM DEWATERING IS DEEMED TO BE INCLUDED IN THE QUOTED RATES.FOR DESIGN MIX, MODERATE EXPOSURE SHALL BE CONSIDERED. MINIMUM CEMENT CONTENT SHALL BE 300 KG/M3